1892 Sea Oats Dr new SFR 10 of 13 Turner-Truss.NO JOB ID TRS ID DATE
TCLL 20 psf
TCDL 7 psf
BCLL 0 psf + NCLL 10 psf
BCDL 5 psf
ROOF LOADING (Cd=1.25)
TCLL 40 psf
TCDL 10 psf
BCLL 0 psf
BCDL 5 psf
FLOOR LOADING (Cd = 1.00)
This Package inlcudes 77 truss designs with individual date of design
Site Information
1982 Sea Oats Dr, Duval
130MPH (3 second gust)\ASCE 7-16
MWFRS
WIND LOADING(Cd=1.6)
Enclosed Structure (0.18)
Exposure C
Occupancy Category II (Res)
FBC 7th Ed. 2020 Res.\TPI 2014
NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE
Riverside Homes
Structural Engineer of Record
Jacqueline Ellen Rowland
PE No. 80499
F011 18414 8/23/2022
F022 18414 8/23/2022
F033 18414 8/23/2022
F044 18414 8/23/2022
F055 18414 8/23/2022
F066 18414 8/23/2022
F077 18414 8/23/2022
F088 18414 8/23/2022
F099 18414 8/23/2022
F1010 18414 8/23/2022
F10A11 18414 8/23/2022
F1112 18414 8/23/2022
F1213 18414 8/23/2022
F1314 18414 8/23/2022
F1415 18414 8/23/2022
F1516 18414 8/23/2022
FG0117 18414 8/23/2022
FG0218 18414 8/23/2022
FG0319 18414 8/23/2022
FG0520 18414 8/23/2022
FG0621 18414 8/23/2022
FGE0122 18414 8/23/2022
FGE0223 18414 8/23/2022
FGE0324 18414 8/23/2022
FGE0425 18414 8/23/2022
FGE0526 18414 8/23/2022
FGE0727 18414 8/23/2022
FGE0828 18414 8/23/2022
FGE0929 18414 8/23/2022
FGE1030 18414 8/23/2022
FT0131 18414 8/23/2022
FT0232 18414 8/23/2022
GE0133 18414 8/23/2022
GE0234 18414 8/23/2022
GE0335 18414 8/23/2022
GE0436 18414 8/23/2022
GE0537 18414 8/23/2022
GE0638 18414 8/23/2022
GE0739 18414 8/23/2022
GE0840 18414 8/23/2022
GE0941 18414 8/23/2022
J0142 18414 8/23/2022
J01G43 18414 8/23/2022
J0244 18414 8/23/2022
J02A45 18414 8/23/2022
T0146 18414 8/23/2022
T0247 18414 8/23/2022
T0348 18414 8/23/2022
T0449 18414 8/23/2022
T0550 18414 8/23/2022
T0651 18414 8/23/2022
T0752 18414 8/23/2022
T0853 18414 8/23/2022
T0954 18414 8/23/2022
T1055 18414 8/23/2022
T1156 18414 8/23/2022
T1257 18414 8/23/2022
T1358 18414 8/23/2022
T1459 18414 8/23/2022
T1660 18414 8/23/2022
T1761 18414 8/23/2022
T1862 18414 8/23/2022
T1963 18414 8/23/2022
T2064 18414 8/23/2022
T2165 18414 8/23/2022
T2266 18414 8/23/2022
T2367 18414 8/23/2022
T2468 18414 8/23/2022
T2569 18414 8/23/2022
T2670 18414 8/23/2022
T2771 18414 8/23/2022
T2872 18414 8/23/2022
Apex Technology is a ficticious name owned by Jax Apex Technology, Inc., a Florida
Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite
100, Jacksonville, FL 32211 (904) 821-5200
The seal on this index sheet indicates acceptance of professional engineering
responsibility solely for the Truss Design Drawings listed above and attached. The
suitability and use of each drawing for any particualr building is the responsibility of the
Building Designer, per ANSI/TPI 1-2014 Section 2
With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in
conformance with Rule 61G15-23.002(2) and 61G15-31.003 of the Florida Board of
Professional Engineers
8/23/2022
This document may be signed and sealed with original or Docusign digital signature by the
professional engineer identified in the adjacent professional engineer’s seal. Printed
copies of Docusign signature documents are not considered signed and sealed and the
signature must be verified on any electronic copies.
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF By Jennifer Johnston at 3:11 pm, Jan 13, 2023
RES23-0008
NO JOB ID TRS ID DATE
TCLL 20 psf
TCDL 7 psf
BCLL 0 psf + NCLL 10 psf
BCDL 5 psf
ROOF LOADING (Cd=1.25)
TCLL 40 psf
TCDL 10 psf
BCLL 0 psf
BCDL 5 psf
FLOOR LOADING (Cd = 1.00)
This Package inlcudes 77 truss designs with individual date of design
Site Information
1982 Sea Oats Dr, Duval
130MPH (3 second gust)\ASCE 7-16
MWFRS
WIND LOADING(Cd=1.6)
Enclosed Structure (0.18)
Exposure C
Occupancy Category II (Res)
FBC 7th Ed. 2020 Res.\TPI 2014
NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE
Riverside Homes
Structural Engineer of Record
Jacqueline Ellen Rowland
PE No. 80499
T2973 18414 8/23/2022
T3074 18414 8/23/2022
V0175 18414 8/23/2022
V0276 18414 8/23/2022
V0377 18414 8/23/2022
Apex Technology is a ficticious name owned by Jax Apex Technology, Inc., a Florida
Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite
100, Jacksonville, FL 32211 (904) 821-5200
The seal on this index sheet indicates acceptance of professional engineering
responsibility solely for the Truss Design Drawings listed above and attached. The
suitability and use of each drawing for any particualr building is the responsibility of the
Building Designer, per ANSI/TPI 1-2014 Section 2
With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in
conformance with Rule 61G15-23.002(2) and 61G15-31.003 of the Florida Board of
Professional Engineers
8/23/2022
This document may be signed and sealed with original or Docusign digital signature by the
professional engineer identified in the adjacent professional engineer’s seal. Printed
copies of Docusign signature documents are not considered signed and sealed and the
signature must be verified on any electronic copies.
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
By Mike Jones at 10:22 am, Jan 24, 2023
Job # 18414 BEARING INFORMATION
WOODTRUSS
QTY SPAN DESCRIPTION REACTION UPLIFTBRG#
1 16'06"00 FG01 FLAT 0.00/12 Pitch 3 -Ply 0.006610.841
0.007040.942
1 27'01"08 FG02 FLAT 0.00/12 Pitch 2 -Ply 0.001870.381
0.003540.962
1 08'01"08 FG03 FLAT 0.00/12 Pitch 2 -Ply 40.003209.751
39.003610.012
1 16'03"08 FG05 FLAT 0.00/12 Pitch 2 -Ply 0.001789.051
0.001259.362
1 06'05"08 FG06 FLAT 0.00/12 Pitch 2 -Ply 0.001178.351
0.00878.312
2 08'04"12 FT01 COMN 4.00/12 Pitch 2 -Ply 0.00859.101
0.003946.532
4 09'09"12 FT02 COMN 4.00/12 Pitch 1 -Ply 0.00828.631
0.00784.442
1 23'04"04 GE01 GABL 10.00/12 Pitch 1 -Ply 180.00269.601
709.001593.152
1 16'06"00 GE02 GABL 10.00/12 Pitch 1 -Ply 50.00170.871
593.001082.282
1 13'00"00 GE03 GABL 10.00/12 Pitch 1 -Ply 34.00174.521
426.00840.772
1 09'08"00 GE04 GABL 10.00/12 Pitch 1 -Ply 313.00785.421
1 13'00"00 GE05 GABL 10.00/12 Pitch 1 -Ply 426.00841.831
22.00173.492
1 16'06"00 GE06 GABL 4.50/12 Pitch 1 -Ply 67.00279.581
301.00958.372
1 13'01"08 GE07 GABL 2.50/12 Pitch 1 -Ply 155.00479.191
147.00420.222
2 07'09"12 GE08 GABL 4.00/12 Pitch 1 -Ply 88.00327.951
87.00236.942
2 14'11"00 GE09 GABL 5.00/12 Pitch 1 -Ply 47.00187.931
282.00915.112
5 07'00"00 J01 JACK 6.60/12 Pitch 1 -Ply 49.00302.061
0.0097.512
106.00168.943
1 07'00"00 J01G MONO 6.60/12 Pitch 1 -Ply 413.001001.781
406.00987.952
14 05'00"00 J02 JACK 10.00/12 Pitch 1 -Ply 11.00251.881
3.0067.672
161.00128.173
4 05'00"00 J02A JACK 10.00/12 Pitch 1 -Ply 1.00303.581
18.0049.462
100.0099.113
1 23'04"04 T01 COMN 10.00/12 Pitch 1 -Ply 211.00896.471
200.00905.962
9 23'04"04 T02 COMN 10.00/12 Pitch 1 -Ply 212.00900.531
199.00901.902
1 23'04"04 T03 COMN 10.00/12 Pitch 1 -Ply 159.001065.451
414.001041.892
Page 1 of 4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
Job # 18414 BEARING INFORMATION
QTY SPAN DESCRIPTION REACTION UPLIFTBRG#
1 23'04"04 T04 COMN 10.00/12 Pitch 1 -Ply 178.001060.961
410.001030.762
1 23'04"04 T05 COMN 10.00/12 Pitch 1 -Ply 204.001030.921
404.001004.102
1 23'04"04 T06 COMN 10.00/12 Pitch 1 -Ply 229.001075.991
397.001007.352
1 23'04"04 T07 COMN 10.00/12 Pitch 1 -Ply 253.001034.891
390.00960.012
1 09'08"00 T08 COMN 10.00/12 Pitch 1 -Ply 587.002777.631
685.003293.322
1 23'04"04 T09 COMN 10.00/12 Pitch 1 -Ply 276.00869.981
382.00786.762
1 23'04"04 T10 COMN 10.00/12 Pitch 1 -Ply 641.001477.671
876.002150.192
3 13'00"00 T11 COMN 10.00/12 Pitch 1 -Ply 229.00600.421
193.00520.962
4 13'00"00 T12 COMN 10.00/12 Pitch 1 -Ply 226.00592.411
226.00592.412
1 37'00"00 T13 COMN 6.60/12 Pitch 3 -Ply 2937.009728.401
3164.008541.962
7 37'00"00 T14 COMN 6.60/12 Pitch 1 -Ply 410.001420.571
410.001420.572
4 37'00"00 T16 COMN 6.60/12 Pitch 1 -Ply 251.001422.401
239.001358.122
2 37'00"00 T17 COMN 6.60/12 Pitch 1 -Ply 390.001358.131
411.001422.392
1 37'00"00 T18 HIPS 6.60/12 Pitch 1 -Ply 561.001379.641
561.001379.642
1 37'00"00 T19 HIPS 6.60/12 Pitch 1 -Ply 547.001389.671
547.001389.672
1 37'00"00 T20 HIPM 0.00/12 Pitch 1 -Ply 568.001449.821
514.001364.202
1 37'00"00 T21 FLAT 0.00/12 Pitch 2 -Ply 1701.002299.471
1636.002220.562
1 16'06"00 T22 COMN 10.00/12 Pitch 1 -Ply 289.00781.801
289.00781.802
1 16'06"00 T23 COMN 10.00/12 Pitch 2 -Ply 2321.004454.131
2371.005866.842
1 13'00"00 T24 COMN 10.00/12 Pitch 2 -Ply 1715.003072.431
2002.004192.612
1 16'06"00 T25 COMN 4.50/12 Pitch 1 -Ply 189.00596.851
189.00596.852
6 16'06"00 T26 COMN 4.50/12 Pitch 1 -Ply 189.00599.211
168.00535.272
11 13'00"00 T27 MONO 2.50/12 Pitch 1 -Ply 157.00484.021
144.00410.282
11 15'04"00 T28 MONO 2.50/12 Pitch 1 -Ply 177.00558.571
170.00485.752
12 07'09"12 T29 MONO 4.00/12 Pitch 1 -Ply 55.00321.711
49.00243.182
Page 2 of 4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
Job # 18414 BEARING INFORMATION
QTY SPAN DESCRIPTION REACTION UPLIFTBRG#
4 14'11"00 T30 COMN 5.00/12 Pitch 1 -Ply 169.00545.531
169.00545.532
1 14'05"04 V01 VAL 6.60/12 Pitch 1 -Ply 253.00951.411
1 11'04"14 V02 VAL 6.60/12 Pitch 1 -Ply 195.00751.471
1 08'04"08 V03 VAL 6.60/12 Pitch 1 -Ply 138.00551.541
WOODFLOOR
QTY SPAN DESCRIPTION REACTION UPLIFTBRG#
6 21'02"08 F01 SY42 0.00/12 Pitch 1 -Ply 0.001153.951
0.001153.952
3 23'04"00 F02 SY42 0.00/12 Pitch 1 -Ply 0.001270.831
0.001270.832
2 25'03"00 F03 SY42 0.00/12 Pitch 1 -Ply 0.001282.891
0.001502.042
2 25'09"08 F04 SY42 0.00/12 Pitch 1 -Ply 0.001138.211
0.001417.872
0.00369.873
4 20'09"00 F05 SY42 0.00/12 Pitch 1 -Ply 0.001139.081
0.001130.922
5 18'10"08 F06 SY42 0.00/12 Pitch 1 -Ply 0.001025.621
0.001025.622
6 22'03"00 F07 SY42 0.00/12 Pitch 1 -Ply 0.001213.421
0.001221.582
2 18'02"08 F08 SY42 0.00/12 Pitch 1 -Ply 0.00991.121
0.00999.292
10 22'11"00 F09 SY42 0.00/12 Pitch 1 -Ply 0.001247.921
0.001247.922
3 10'06"00 F10 SY42 0.00/12 Pitch 1 -Ply 0.00567.151
0.00575.352
1 10'06"00 F10A SY42 0.00/12 Pitch 1 -Ply 0.00898.671
0.00256.332
4 14'07"00 F11 SY42 0.00/12 Pitch 1 -Ply 0.00799.931
0.00791.752
7 18'05"00 F12 SY42 0.00/12 Pitch 1 -Ply 0.001000.421
0.001000.422
2 27'01"08 F13 SY42 0.00/12 Pitch 1 -Ply 0.001479.381
0.001479.382
1 09'11"00 F14 SY42 0.00/12 Pitch 1 -Ply 0.00543.271
0.00535.072
2 06'05"08 F15 SY42 0.00/12 Pitch 1 -Ply 0.00353.081
0.00344.842
1 18'03"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 0.002012.081
1 18'08"00 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 0.0056.691
0.001985.532
1 21'02"08 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 0.0053.731
0.002266.672
1 22'07"08 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 0.002476.261
1 04'06"00 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 0.0032.121
0.00450.382
1 04'11"08 FGE07 SY42GABL 0.00/12 Pitch 1 -Ply 0.00532.921
Page 3 of 4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
Job # 18414 BEARING INFORMATION
QTY SPAN DESCRIPTION REACTION UPLIFTBRG#
1 02'09"08 FGE08 SY42GABL 0.00/12 Pitch 1 -Ply 0.00294.571
1 03'10"00 FGE09 SY42GABL 0.00/12 Pitch 1 -Ply 0.00421.671
1 06'05"08 FGE10 SY42GABL 0.00/12 Pitch 1 -Ply 0.00697.921
Total of Trusses 209
Maximun Height 11'00"13
Page 4 of 4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENTBRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING.2. RECEIPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OFSPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03.3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES.4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTEDPARTIES.5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORDREQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE.6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER ORENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE.7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER.8. DO NOT CUT OR ALTER TRUSS MEMBERS OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS,EMAIL REPAIR REQUEST TO CUSTOMERSERVICE@TRUEHOUSE.COM. EMAIL SHOULD CONTAIN LOT NUMBER, SUBDIVISION, TRUSS NUMBER, SPECIFICSCOPE OF REPAIR, AND CONTRACTOR CONTACT INFO.SYMBOL INDICATES REQUIREDLATERAL BRACING. PERMANENTLATERAL BRACING IS THERESPONSIBILITY OF THE BUILDINGDESIGNER.SYMBOL AND TEXT INDICATESREQUIRED SIZE AND LOACTION OFTRUSS PLATE. PLATE TEETH MUSTBE FULLY EMBEDDED INTOLUMBER AND PLATES MAY NOT BECUT OR ALTERED.INDICATES LOCATION WHEREBEARINGS (SUPPORTS) OCCUR.ALL BEARINGS ARE CONSIDEREDTO BE NO 2 SYP (UNO).3 x 8DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS.3 x 82 x 44 x 54 x 54 x 58-11-153 x 84 x 5APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 9000 REGENCY SQUARE BLVD, STE. 100JACKSONVILLE, FL 32211 - 904.821.5200THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEXTECHNOLOGY.GENERAL NOTES AND DETAILSDocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
ROOF TRUSS CONNECTOR SPECIFICATIONSAPEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 9000 REGENCY SQUARE BLVD, STE. 100JACKSONVILLE, FL 32211 - 904.821.5200THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEXTECHNOLOGY.ROOF TRUSS HANGERSUPPORTING GIRDERGIRDER BOTTOM CHORDREACTIONUPLIFTREQUIRED FASTENERSGIRDERTRUSSONE PLY TRUSSESLUS261 PLY2x6886718(4) 0.148" x 1-1/2"(4) 0.148" x 2-1/2"HTU261 PLY2x61882840(20) 0.148" x 1-1/2"(14) 0.148" x 1-1/2"HTU262 PLY2x62688840(20) 0.148" x 2-1/2"(14) 0.148" x 1-1/2"HTU282 PLY2x83272830(26) 0.148" x 2-1/2"(14) 0.148" x 1-1/2"TWO PLY TRUSSESHTU26-22 PLY2x630071018(20) 0.148" x 2-1/2"(14) 0.148" x 2-1/2"HGUS26-22 PLY2x643931448(20) 0.148" x 2-1/2"(8) 0.148" x 2-1/2"HGUS28-22 PLY2x862662174(36) 0.148" x 2-1/2"(12) 0.148" x 2-1/2"THREE PLY TRUSSESHGUS26-32 PLY2x643931448(20) 0.148" x 2-1/2"(8) 0.148" x 2-1/2"HGUS28-32 PLY2x862662174(36) 0.148" x 2-1/2"(12) 0.148" x 2-1/2"HTU2102 PLY2x103612894(32) 0.148" x 2-1/2"(14) 0.148" x 1-1/2"HTU2101 PLY2x102528894(32) 0.148" x 1-1/2"(14) 0.148" x 1-1/2"HTU281 PLY2x82290830(26) 0.148" x 1-1/2"(14) 0.148" x 1-1/2"LUS262 PLY2x61150932(4) 0.148" x 2-1/2"(4) 0.148" x 2-1/2"HGUS210-22 PLY2x1076442752(46) 0.148" x 2-1/2"(16) 0.148" x 2-1/2"HGUS210-32 PLY2x1076442752(46) 0.148" x 2-1/2"(16) 0.148" x 2-1/2"TWO PLY TRUSSESTHREE PLY TRUSSESFOUR PLY TRUSSESHGUS28-42 PLY2x862662174(36) 0.148" x 2-1/2"(12) 0.148" x 2-1/2"HGUS210-42 PLY2x1076442752(46) 0.148" x 2-1/2"(16) 0.148" x 2-1/2"DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 9]3X3 1.25 R 1.25 [12]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 21.02
BC 120 0.19 21.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.39" DL: 0.15". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1154 /-/-/-/-/-
M 1154 /-/-/-/-/-
S Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2910
C - D 0 -2910
D - E 0 -3890
E - F 0 -3895
Chords Tens.Comp.
F - G 0 -3890
G - H 0 -3890
H - I 0 -2910
I - J 0 -2910
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1696 0
R - Q 3626 0
Q - P 3626 0
Chords Tens.Comp.
P - O 3895 0
O - N 3626 0
N - M 1696 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - S 0 -123
A - T 0 -103
S - B 0 -1980
B - R 1417 0
C - R 0 -243
R - D 0 -835D - P 545 -120
P - E 0 -171
F - O 0 -171
Webs Tens.Comp.
O - H 545 -120
H - N 0 -835
I - N 0 -243
N - J 1417 0
J - M 0 -1980
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.394 E 635 360
VERT(CL):0.542 E 461 249
HORZ(LL):0.059 B - -
HORZ(TL):0.082 B - -
Creep Factor: 2.0
Max TC CSI:0.601
Max BC CSI:0.729
Max Web CSI:0.675
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F01
Ply: 1
Qty:6
Wgt: 115.9 lbs
DRW:
.../...08/23/2022
3"8
21'2"8
3"
2'6"
2'6"12
(TYP)
2'6"
3"
10'6"
10'6"
10'8"8
2"8
21'2"8
10'6"1'8"+
10'1"2
A B C D E F G H I J KL
MNOPQRS
T
4X8
4X8
4X8
3X4
W=H0310
3X3[9]
3X3[12]
W=3X4 3X4
4X8
4X8
4X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 9]3X3 1.25 R 1.25 [12]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 21.02
BC 120 0.19 21.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.39" DL: 0.15". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1154 /-/-/-/-/-
M 1154 /-/-/-/-/-
S Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2910
C - D 0 -2910
D - E 0 -3890
E - F 0 -3895
Chords Tens.Comp.
F - G 0 -3890
G - H 0 -3890
H - I 0 -2910
I - J 0 -2910
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1696 0
R - Q 3626 0
Q - P 3626 0
Chords Tens.Comp.
P - O 3895 0
O - N 3626 0
N - M 1696 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - S 0 -123
A - T 0 -103
S - B 0 -1980
B - R 1417 0
C - R 0 -243
R - D 0 -835D - P 545 -120
P - E 0 -171
F - O 0 -171
Webs Tens.Comp.
O - H 545 -120
H - N 0 -835
I - N 0 -243
N - J 1417 0
J - M 0 -1980
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.394 E 635 360
VERT(CL):0.542 E 461 249
HORZ(LL):0.059 B - -
HORZ(TL):0.082 B - -
Creep Factor: 2.0
Max TC CSI:0.601
Max BC CSI:0.729
Max Web CSI:0.675
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F01
Ply: 1
Qty:6
Wgt: 115.9 lbs
DRW:
.../...08/23/2022
3"8
21'2"8
3"
2'6"
2'6"12
(TYP)
2'6"
3"
10'6"
10'6"
10'8"8
2"8
21'2"8
10'6"1'8"+
10'1"2
A B C D E F G H I J KL
MNOPQRS
T
4X8
4X8
4X8
3X4
W=H0310
3X3[9]
3X3[12]
W=3X4 3X4
4X8
4X8
4X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 23.15
BC 120 0.19 23.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.46" DL: 0.26". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1271 /-/-/-/-/-
M 1271 /-/-/-/-/-
S Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Support)
Bearings S & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3299
C - D 0 -3299
D - E 0 -4663
E - F 0 -4673
Chords Tens.Comp.
F - G 0 -4663
G - H 0 -4663
H - I 0 -3297
I - J 0 -3297
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1889 0
R - Q 4203 0
Q - P 4203 0
Chords Tens.Comp.
P - O 4673 0
O - N 4205 0
N - M 1890 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - S 0 -124
A - T 0 -104
S - B 0 -2205
B - R 1646 0
C - R 0 -246
R - D 0 -1056D - P 890 0
P - E 0 -342
F - O 0 -339
Webs Tens.Comp.
O - H 887 0
H - N 0 -1059
I - N 0 -243
N - J 1642 0
J - M 0 -2206
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.463 E 595 360
VERT(CL):0.638 E 431 275
HORZ(LL):0.067 M - -
HORZ(TL):0.095 B - -
Creep Factor: 2.0
Max TC CSI:0.899
Max BC CSI:0.892
Max Web CSI:0.784
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F02
Ply: 1
Qty:3
Wgt: 121.5 lbs
DRW:
.../...08/23/2022
T2
B2
3"8
23'4"
3"
2'6"
2'6"12(TYP)2'6"
3"
10'6"
10'6"
12'10"
2'4"
23'4"
10'6"1'8"++
10'1"2
A B C D E F G H I J KL
MNOPQRS
T
4X8
4X8
4X8[6]
4X5
W=H03103X4 3X4
W=3X4 4X5
4X8[16]
4X8
4X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 23.15
BC 120 0.19 23.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.46" DL: 0.26". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1271 /-/-/-/-/-
M 1271 /-/-/-/-/-
S Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Support)
Bearings S & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3299
C - D 0 -3299
D - E 0 -4663
E - F 0 -4673
Chords Tens.Comp.
F - G 0 -4663
G - H 0 -4663
H - I 0 -3297
I - J 0 -3297
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1889 0
R - Q 4203 0
Q - P 4203 0
Chords Tens.Comp.
P - O 4673 0
O - N 4205 0
N - M 1890 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - S 0 -124
A - T 0 -104
S - B 0 -2205
B - R 1646 0
C - R 0 -246
R - D 0 -1056D - P 890 0
P - E 0 -342
F - O 0 -339
Webs Tens.Comp.
O - H 887 0
H - N 0 -1059
I - N 0 -243
N - J 1642 0
J - M 0 -2206
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.463 E 595 360
VERT(CL):0.638 E 431 275
HORZ(LL):0.067 M - -
HORZ(TL):0.095 B - -
Creep Factor: 2.0
Max TC CSI:0.899
Max BC CSI:0.892
Max Web CSI:0.784
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F02
Ply: 1
Qty:3
Wgt: 121.5 lbs
DRW:
.../...08/23/2022
T2
B2
3"8
23'4"
3"
2'6"
2'6"12(TYP)2'6"
3"
10'6"
10'6"
12'10"
2'4"
23'4"
10'6"1'8"++
10'1"2
A B C D E F G H I J KL
MNOPQRS
T
4X8
4X8
4X8[6]
4X5
W=H03103X4 3X4
W=3X4 4X5
4X8[16]
4X8
4X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25[19]4X8 3.00 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 25.25BC 120 0.19 25.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1283 /-/-/-/-/-
N 1502 /-/-/-/-/-
T Brg Wid = 5.5 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings T & N Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3297
C - D 0 -3297
D - E 0 -4658
E - F 0 -4668
F - G 0 -4658
Chords Tens.Comp.
G - H 0 -4658
H - I 0 -3269
I - J 0 -3269
J - K 113 -16
K - L 113 -16
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
T - S 1887 0
S - R 4200 0R - Q 4200 0
Q - P 4668 0
Chords Tens.Comp.
P - O 4186 0
O - N 1856 0N - M 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
U - T 0 -125
A - U 0 -104
T - B 0 -2204
B - S 1645 0C - S 0 -246
S - D 0 -1054
D - Q 890 -17
Q - E 0 -343
F - P 0 -352
Webs Tens.Comp.
P - H 927 0
H - O 0 -1084
I - O 0 -255
O - J 1667 0J - N 0 -2147
K - N 0 -279
N - L 20 -141
L - M 3 -7
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.465 E 593 360
VERT(CL):0.646 E 427 275
HORZ(LL):0.066 N - -
HORZ(TL):0.096 B - -
Creep Factor: 2.0
Max TC CSI:0.918
Max BC CSI:0.900
Max Web CSI:0.794
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F03
Ply: 1
Qty:2
Wgt: 132.2 lbs
DRW:
.../...08/23/2022
T2
B2
3"8
23'4"1'11"
3"
2'6"
2'6"12(TYP)1'11"4
25'3"
10'6"
10'6"
12'10"8
2'4"8
25'3"
12'4"8
1'8"++
10'1"2
A B C D E F G H I J K L
MNOPQRST
U
4X8
4X8
4X8[6]
4X5
W=H0310 3X4 3X4
W=3X4 4X5
4X8[16]
4X8
4X8[19]
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25[19]4X8 3.00 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 25.25BC 120 0.19 25.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
T 1283 /-/-/-/-/-
N 1502 /-/-/-/-/-
T Brg Wid = 5.5 Min Req =1.5 (Truss)
N Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings T & N Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3297
C - D 0 -3297
D - E 0 -4658
E - F 0 -4668
F - G 0 -4658
Chords Tens.Comp.
G - H 0 -4658
H - I 0 -3269
I - J 0 -3269
J - K 113 -16
K - L 113 -16
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
T - S 1887 0
S - R 4200 0R - Q 4200 0
Q - P 4668 0
Chords Tens.Comp.
P - O 4186 0
O - N 1856 0N - M 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
U - T 0 -125
A - U 0 -104
T - B 0 -2204
B - S 1645 0C - S 0 -246
S - D 0 -1054
D - Q 890 -17
Q - E 0 -343
F - P 0 -352
Webs Tens.Comp.
P - H 927 0
H - O 0 -1084
I - O 0 -255
O - J 1667 0J - N 0 -2147
K - N 0 -279
N - L 20 -141
L - M 3 -7
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.465 E 593 360
VERT(CL):0.646 E 427 275
HORZ(LL):0.066 N - -
HORZ(TL):0.096 B - -
Creep Factor: 2.0
Max TC CSI:0.918
Max BC CSI:0.900
Max Web CSI:0.794
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F03
Ply: 1
Qty:2
Wgt: 132.2 lbs
DRW:
.../...08/23/2022
T2
B2
3"8
23'4"1'11"
3"
2'6"
2'6"12(TYP)1'11"4
25'3"
10'6"
10'6"
12'10"8
2'4"8
25'3"
12'4"8
1'8"++
10'1"2
A B C D E F G H I J K L
MNOPQRST
U
4X8
4X8
4X8[6]
4X5
W=H0310 3X4 3X4
W=3X4 4X5
4X8[16]
4X8
4X8[19]
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP #1;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 25.60
BC 120 0.19 25.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1138 /-/-/-/-/-
Q 1418 /-/-/-/-/-
O 370 /-31 /-/-/-/-
W Brg Wid = 5.5 Min Req =1.5 (Truss)
Q Brg Wid = 3.5 Min Req =1.5 (Truss)O Brg Wid = 1.5 Min Req =1.5 (Truss)
Bearings W, Q, & O Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2858
C - D 0 -2858
D - E 0 -3792
E - F 0 -3798F - G 0 -3793
Chords Tens.Comp.
G - H 0 -3793
H - I 0 -2804
I - J 0 -2804
J - K 219 -346
K - L 209 -354L - M 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 1670 0
V - U 3547 0
U - T 3798 0
T - S 3519 0
Chords Tens.Comp.
S - R 3519 0
R - Q 1602 0
Q - P 354 -209
P - O 354 -206
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - W 0 -124
A - X 0 -103W -B 0 -1949
B - V 1386 0
C - V 0 -243
V - D 0 -805
D - U 529 -147
U - E 0 -181
F - T 21 -154
T - H 554 -122
Webs Tens.Comp.
H - R 0 -878
I - R 0 -265R - J 1445 0
J - Q 0 -1832
Q - K 0 -366
P - L 20 -72
L - O 241 -414
M - N 0 -139
O - N 0 -11
N - O 0 -144
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.370 F 669 360
VERT(CL):0.494 E 500 247
HORZ(LL):0.056 O - -
HORZ(TL):0.077 O - -
Creep Factor: 2.0
Max TC CSI:0.801
Max BC CSI:0.746
Max Web CSI:0.688
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F04
Ply: 1
Qty:2
Wgt: 136.9 lbs
DRW:
.../...08/23/2022
T23"8
20'10"4 4'11"4
3"
2'6"
2'6"12(TYP)2'6"
3"
25'9"8
10'6"
10'6"
10'6"8
0"8
20'11"
10'4"8
22'11"
2'
25'9"8
2'10"8
1'8"+
10'1"2
A B C D EF G H I J K L MN
OPQRSTUVW
X
4X8
4X8
4X8
3X4
3X3[8]3X3[11]
W=3X4 3X4
W=H0310 4X8
4X8
4X5
3X3
4X5
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2; T2 4x2 SP #1;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 25.60
BC 120 0.19 25.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1138 /-/-/-/-/-
Q 1418 /-/-/-/-/-
O 370 /-31 /-/-/-/-
W Brg Wid = 5.5 Min Req =1.5 (Truss)
Q Brg Wid = 3.5 Min Req =1.5 (Truss)O Brg Wid = 1.5 Min Req =1.5 (Truss)
Bearings W, Q, & O Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2858
C - D 0 -2858
D - E 0 -3792
E - F 0 -3798F - G 0 -3793
Chords Tens.Comp.
G - H 0 -3793
H - I 0 -2804
I - J 0 -2804
J - K 219 -346
K - L 209 -354L - M 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
W -V 1670 0
V - U 3547 0
U - T 3798 0
T - S 3519 0
Chords Tens.Comp.
S - R 3519 0
R - Q 1602 0
Q - P 354 -209
P - O 354 -206
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
X - W 0 -124
A - X 0 -103W -B 0 -1949
B - V 1386 0
C - V 0 -243
V - D 0 -805
D - U 529 -147
U - E 0 -181
F - T 21 -154
T - H 554 -122
Webs Tens.Comp.
H - R 0 -878
I - R 0 -265R - J 1445 0
J - Q 0 -1832
Q - K 0 -366
P - L 20 -72
L - O 241 -414
M - N 0 -139
O - N 0 -11
N - O 0 -144
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.370 F 669 360
VERT(CL):0.494 E 500 247
HORZ(LL):0.056 O - -
HORZ(TL):0.077 O - -
Creep Factor: 2.0
Max TC CSI:0.801
Max BC CSI:0.746
Max Web CSI:0.688
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F04
Ply: 1
Qty:2
Wgt: 136.9 lbs
DRW:
.../...08/23/2022
T23"8
20'10"4 4'11"4
3"
2'6"
2'6"12(TYP)2'6"
3"
25'9"8
10'6"
10'6"
10'6"8
0"8
20'11"
10'4"8
22'11"
2'
25'9"8
2'10"8
1'8"+
10'1"2
A B C D EF G H I J K L MN
OPQRSTUVW
X
4X8
4X8
4X8
3X4
3X3[8]3X3[11]
W=3X4 3X4
W=H0310 4X8
4X8
4X5
3X3
4X5
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3;
Plating Notes
All plates are 4X8 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[12]4X5 2.75 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 20.75
BC 120 0.19 20.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=20'6" uses the followingsupport conditions: 20'6"Bearing K (20'6", 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
Deflection
Max JT VERT DEFL: LL: 0.42" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1139 /-/-/-/-/-
K 1131 /-/-/-/-/-
Q Brg Wid = 5.5 Min Req =1.5 (Truss)
K Brg Wid = -Min Req =-
Bearing Q Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2867
C - D 0 -2867
D - E 0 -3693
E - F 0 -3698
Chords Tens.Comp.
F - G 0 -2860
G - H 0 -2860
H - I 0 -2860
I - J 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1676 0
P - O 3550 0
O - N 3550 0
Chords Tens.Comp.
N - M 3698 0
M - L 3693 0
L - K 1704 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - Q 0 -124
A - R 0 -104
Q - B 0 -1956
B - P 1390 0
C - P 0 -229
P - D 0 -797D - N 562 -185
Webs Tens.Comp.
N - E 25 -203
M - F 204 -49
F - L 0 -1138
H - L 65 -276
L - I 1349 0
I - K 0 -1976J - K 0 -107
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.426 E 579 360
VERT(CL):0.607 E 406 246
HORZ(LL):0.062 B - -
HORZ(TL):0.092 B - -
Creep Factor: 2.0
Max TC CSI:0.708
Max BC CSI:0.898
Max Web CSI:0.662
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F05
Ply: 1
Qty:4
Wgt: 115.4 lbs
DRW:
.../...08/23/2022
T2
B2
3"8
20'9"
3"
2'6"
2'6"12(TYP)2'6"
3"
2'7"8 2'6"
10'7"8
10'7"8
12'9"
2'1"8
20'9"
8'1'8"+
10'1"2
A B C D E F G H I J
KLMNOPQ
R
1.5X3 1.5X3 3X4
W=H0310 4X5
3X3
3X3
4X5[12]W=3X4 1.5X3 1.5X3
4X5
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3;
Plating Notes
All plates are 4X8 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[12]4X5 2.75 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 20.75
BC 120 0.19 20.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=20'6" uses the followingsupport conditions: 20'6"Bearing K (20'6", 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
Deflection
Max JT VERT DEFL: LL: 0.42" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1139 /-/-/-/-/-
K 1131 /-/-/-/-/-
Q Brg Wid = 5.5 Min Req =1.5 (Truss)
K Brg Wid = -Min Req =-
Bearing Q Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2867
C - D 0 -2867
D - E 0 -3693
E - F 0 -3698
Chords Tens.Comp.
F - G 0 -2860
G - H 0 -2860
H - I 0 -2860
I - J 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1676 0
P - O 3550 0
O - N 3550 0
Chords Tens.Comp.
N - M 3698 0
M - L 3693 0
L - K 1704 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - Q 0 -124
A - R 0 -104
Q - B 0 -1956
B - P 1390 0
C - P 0 -229
P - D 0 -797D - N 562 -185
Webs Tens.Comp.
N - E 25 -203
M - F 204 -49
F - L 0 -1138
H - L 65 -276
L - I 1349 0
I - K 0 -1976J - K 0 -107
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.426 E 579 360
VERT(CL):0.607 E 406 246
HORZ(LL):0.062 B - -
HORZ(TL):0.092 B - -
Creep Factor: 2.0
Max TC CSI:0.708
Max BC CSI:0.898
Max Web CSI:0.662
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F05
Ply: 1
Qty:4
Wgt: 115.4 lbs
DRW:
.../...08/23/2022
T2
B2
3"8
20'9"
3"
2'6"
2'6"12(TYP)2'6"
3"
2'7"8 2'6"
10'7"8
10'7"8
12'9"
2'1"8
20'9"
8'1'8"+
10'1"2
A B C D E F G H I J
KLMNOPQ
R
1.5X3 1.5X3 3X4
W=H0310 4X5
3X3
3X3
4X5[12]W=3X4 1.5X3 1.5X3
4X5
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X8 4.25 L 1.25 [ 6]3X8 3.50 L 1.25[15]3X8 3.50 R 1.25 [16]3X8 4.25 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.69BC 120 0.19 18.69Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1026 /-/-/-/-/-
L 1026 /-/-/-/-/-
R Brg Wid = 5.5 Min Req =1.5 (Truss)
L Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings R & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2486
C - D 0 -2486
D - E 0 -3015
E - F 0 -3016
Chords Tens.Comp.
F - G 0 -2479
G - H 0 -2479
H - I 0 -2479
I - J 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1485 0
Q - P 2988 0
P - O 2988 0
Chords Tens.Comp.
O - N 3016 0
N - M 3014 0
M - L 1481 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
S - R 0 -123
A - S 0 -103
R - B 0 -1733
B - Q 1169 0
C - Q 0 -239
Q - D 0 -586D - O 330 -255
O - E 77 -58
Webs Tens.Comp.
N - F 148 -88
F - M 0 -718
H - M 0 -264
M - I 1164 0
I - L 0 -1729
J - K 0 -104L - K 0 -11
K - L 0 -113
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.282 E 786 360
VERT(CL):0.389 E 571 240
HORZ(LL):0.047 L - -
HORZ(TL):0.065 L - -
Creep Factor: 2.0
Max TC CSI:0.630
Max BC CSI:0.941
Max Web CSI:0.557
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F06
Ply: 1
Qty:5
Wgt: 106.1 lbs
DRW:
.../...08/23/2022
3"8
18'10"8
3"2'6"2'6"12
(TYP)
2'6"3"
10'6"
10'6"
10'10"8
4"8
18'10"8
8'1'8"+10'1"2
A B C D E F G H I JK
LMNOPQR
S
1.5X3
3X8
3X8[4]1.5X3
3X8[6]
3X3
W=H0310 3X3
1.5X3
1.5X3
3X3 W=3X4 1.5X3
3X8[15]
3X8[16]1.5X3
3X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X8 4.25 L 1.25 [ 6]3X8 3.50 L 1.25[15]3X8 3.50 R 1.25 [16]3X8 4.25 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.69BC 120 0.19 18.69Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1026 /-/-/-/-/-
L 1026 /-/-/-/-/-
R Brg Wid = 5.5 Min Req =1.5 (Truss)
L Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings R & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2486
C - D 0 -2486
D - E 0 -3015
E - F 0 -3016
Chords Tens.Comp.
F - G 0 -2479
G - H 0 -2479
H - I 0 -2479
I - J 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
R - Q 1485 0
Q - P 2988 0
P - O 2988 0
Chords Tens.Comp.
O - N 3016 0
N - M 3014 0
M - L 1481 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
S - R 0 -123
A - S 0 -103
R - B 0 -1733
B - Q 1169 0
C - Q 0 -239
Q - D 0 -586D - O 330 -255
O - E 77 -58
Webs Tens.Comp.
N - F 148 -88
F - M 0 -718
H - M 0 -264
M - I 1164 0
I - L 0 -1729
J - K 0 -104L - K 0 -11
K - L 0 -113
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.282 E 786 360
VERT(CL):0.389 E 571 240
HORZ(LL):0.047 L - -
HORZ(TL):0.065 L - -
Creep Factor: 2.0
Max TC CSI:0.630
Max BC CSI:0.941
Max Web CSI:0.557
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F06
Ply: 1
Qty:5
Wgt: 106.1 lbs
DRW:
.../...08/23/2022
3"8
18'10"8
3"2'6"2'6"12
(TYP)
2'6"3"
10'6"
10'6"
10'10"8
4"8
18'10"8
8'1'8"+10'1"2
A B C D E F G H I JK
LMNOPQR
S
1.5X3
3X8
3X8[4]1.5X3
3X8[6]
3X3
W=H0310 3X3
1.5X3
1.5X3
3X3 W=3X4 1.5X3
3X8[15]
3X8[16]1.5X3
3X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #1; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]4X5 O 1.50 [14]4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 22.06BC 120 0.00 22.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=0' uses the followingsupport conditions: 0'Bearing S (0', 10'1"2) HHUS46Supporting Member: (3)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
Deflection
Max JT VERT DEFL: LL: 0.45" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1213 /-/-/-/-/-
M 1222 /-/-/-/-/-
S Brg Wid = -Min Req =-
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearing M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -3161
C - D 0 -3161
D - E 0 -4331
E - F 0 -4339
Chords Tens.Comp.
F - G 0 -4331
G - H 0 -3134
H - I 0 -3134
I - J 0 -3134
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1847 0
R - Q 3977 0
Q - P 3977 0
Chords Tens.Comp.
P - O 4339 0
O - N 3962 0
N - M 1809 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - S 0 -107
S - B 0 -2142
B - R 1534 0
C - R 0 -241
R - D 0 -952
D - P 723 -71P - E 0 -265
F - O 0 -268
Webs Tens.Comp.
O - G 735 -59
G - N 0 -966
I - N 0 -242
N - J 1547 0
J - M 0 -2111
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.456 E 580 360
VERT(CL):0.627 E 421 264
HORZ(LL):0.069 M - -
HORZ(TL):0.094 M - -
Creep Factor: 2.0
Max TC CSI:0.837
Max BC CSI:0.810
Max Web CSI:0.737
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F07
Ply: 1
Qty:6
Wgt: 119.6 lbs
DRW:
.../...08/23/2022
T2 3"8
22'3"
2'7"8 2'6"12
(TYP)
2'6"
3"
10'4"8
10'4"8
11'9"
1'4"8
22'3"
10'6"1'8"++
10'1"2
A B C D E F G H I J KL
MNOPQRS
1.5X3
4X5[1]
4X8 1.5X3
4X8
3X4
W=H0310 3X4
1.5X3 1.5X3
3X4
3X4 W=3X4
1.5X3
4X8[14]
4X8 1.5X3
4X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #1; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]4X5 O 1.50 [14]4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 22.06BC 120 0.00 22.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=0' uses the followingsupport conditions: 0'Bearing S (0', 10'1"2) HHUS46Supporting Member: (3)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
Deflection
Max JT VERT DEFL: LL: 0.45" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1213 /-/-/-/-/-
M 1222 /-/-/-/-/-
S Brg Wid = -Min Req =-
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearing M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -3161
C - D 0 -3161
D - E 0 -4331
E - F 0 -4339
Chords Tens.Comp.
F - G 0 -4331
G - H 0 -3134
H - I 0 -3134
I - J 0 -3134
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1847 0
R - Q 3977 0
Q - P 3977 0
Chords Tens.Comp.
P - O 4339 0
O - N 3962 0
N - M 1809 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - S 0 -107
S - B 0 -2142
B - R 1534 0
C - R 0 -241
R - D 0 -952
D - P 723 -71P - E 0 -265
F - O 0 -268
Webs Tens.Comp.
O - G 735 -59
G - N 0 -966
I - N 0 -242
N - J 1547 0
J - M 0 -2111
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.456 E 580 360
VERT(CL):0.627 E 421 264
HORZ(LL):0.069 M - -
HORZ(TL):0.094 M - -
Creep Factor: 2.0
Max TC CSI:0.837
Max BC CSI:0.810
Max Web CSI:0.737
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F07
Ply: 1
Qty:6
Wgt: 119.6 lbs
DRW:
.../...08/23/2022
T2 3"8
22'3"
2'7"8 2'6"12
(TYP)
2'6"
3"
10'4"8
10'4"8
11'9"
1'4"8
22'3"
10'6"1'8"++
10'1"2
A B C D E F G H I J KL
MNOPQRS
1.5X3
4X5[1]
4X8 1.5X3
4X8
3X4
W=H0310 3X4
1.5X3 1.5X3
3X4
3X4 W=3X4
1.5X3
4X8[14]
4X8 1.5X3
4X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]3X3 1.25 R 1.25 [ 9]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.02BC 120 0.00 18.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 991 /-/-/-/-/-
K 999 /-/-/-/-/-
Q Brg Wid = -Min Req =-
K Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearing K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -2413
C - D 0 -2413
D - E 0 -2865
Chords Tens.Comp.
E - F 0 -2394
F - G 0 -2394
G - H 0 -2394
H - I 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1468 0
P - O 2865 0
O - N 2865 0
Chords Tens.Comp.
N - M 2865 0
M - L 2864 0
L - K 1438 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - Q 0 -108
Q - B 0 -1702
B - P 1103 0
C - P 14 -292
P - D 0 -752
D - N 137 -109
M - E 143 -105
Webs Tens.Comp.
E - L 0 -769
G - L 16 -292
L - H 1116 0
H - K 0 -1679
I - J 0 -105
K - J 0 -11
J - K 0 -114
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.247 N 876 360
VERT(CL):0.398 N 543 240
HORZ(LL):0.043 B - -
HORZ(TL):0.071 B - -
Creep Factor: 2.0
Max TC CSI:0.896
Max BC CSI:0.850
Max Web CSI:0.531
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F08
Ply: 1
Qty:2
Wgt: 100.0 lbs
DRW:
.../...08/23/2022
B2
3"8
18'2"8
2'7"8 2'6"12
(TYP)
2'6"3"
7'10"8
7'10"8
10'2"8
2'4"
18'2"8
8'1'8"+10'1"2
A B C D E F G H I J
KLMNOPQ
1.5X3
4X5
3X8 1.5X3
3X8W=H0310
3X3[6]
1.5X3 1.5X3
3X3[9]W=3X41.5X3
3X8
3X8 1.5X3
3X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]3X3 1.25 R 1.25 [ 9]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.02BC 120 0.00 18.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 991 /-/-/-/-/-
K 999 /-/-/-/-/-
Q Brg Wid = -Min Req =-
K Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearing K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -2413
C - D 0 -2413
D - E 0 -2865
Chords Tens.Comp.
E - F 0 -2394
F - G 0 -2394
G - H 0 -2394
H - I 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1468 0
P - O 2865 0
O - N 2865 0
Chords Tens.Comp.
N - M 2865 0
M - L 2864 0
L - K 1438 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - Q 0 -108
Q - B 0 -1702
B - P 1103 0
C - P 14 -292
P - D 0 -752
D - N 137 -109
M - E 143 -105
Webs Tens.Comp.
E - L 0 -769
G - L 16 -292
L - H 1116 0
H - K 0 -1679
I - J 0 -105
K - J 0 -11
J - K 0 -114
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.247 N 876 360
VERT(CL):0.398 N 543 240
HORZ(LL):0.043 B - -
HORZ(TL):0.071 B - -
Creep Factor: 2.0
Max TC CSI:0.896
Max BC CSI:0.850
Max Web CSI:0.531
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F08
Ply: 1
Qty:2
Wgt: 100.0 lbs
DRW:
.../...08/23/2022
B2
3"8
18'2"8
2'7"8 2'6"12
(TYP)
2'6"3"
7'10"8
7'10"8
10'2"8
2'4"
18'2"8
8'1'8"+10'1"2
A B C D E F G H I J
KLMNOPQ
1.5X3
4X5
3X8 1.5X3
3X8W=H0310
3X3[6]
1.5X3 1.5X3
3X3[9]W=3X41.5X3
3X8
3X8 1.5X3
3X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 22.73
BC 120 0.19 22.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.46" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1248 /-/-/-/-/-
M 1248 /-/-/-/-/-
S Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3223
C - D 0 -3223
D - E 0 -4506
E - F 0 -4515
Chords Tens.Comp.
F - G 0 -4506
G - H 0 -4506
H - I 0 -3223
I - J 0 -3223
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1851 0
R - Q 4091 0
Q - P 4091 0
Chords Tens.Comp.
P - O 4515 0
O - N 4091 0
N - M 1852 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - S 0 -124
A - T 0 -104
S - B 0 -2160
B - R 1601 0
C - R 0 -245
R - D 0 -1013D - P 823 -29
P - E 0 -321
F - O 0 -317
Webs Tens.Comp.
O - H 816 -24
H - N 0 -1014
I - N 0 -244
N - J 1599 0
J - M 0 -2162
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.465 F 582 360
VERT(CL):0.585 F 462 270
HORZ(LL):0.073 M - -
HORZ(TL):0.100 M - -
Creep Factor: 2.0
Max TC CSI:0.843
Max BC CSI:0.870
Max Web CSI:0.762
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F09
Ply: 1
Qty:10
Wgt: 121.5 lbs
DRW:
.../...08/23/2022
T23"8
22'11"
3"
2'6"
2'6"12(TYP)2'6"
3"
10'6"
10'6"
12'5"
1'11"
22'11"
10'6"1'8"++
10'1"2
A B C D E F G H I J KL
MNOPQRS
T
4X8
4X8
4X8[6]
4X5
W=H0310 3X4 3X4
W=3X4 4X5
4X8[16]
4X8
4X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3;
Plating Notes
All plates are 1.5X3 except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 22.73
BC 120 0.19 22.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.46" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
S 1248 /-/-/-/-/-
M 1248 /-/-/-/-/-
S Brg Wid = 5.5 Min Req =1.5 (Truss)
M Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings S & M Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -3223
C - D 0 -3223
D - E 0 -4506
E - F 0 -4515
Chords Tens.Comp.
F - G 0 -4506
G - H 0 -4506
H - I 0 -3223
I - J 0 -3223
J - K 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
S - R 1851 0
R - Q 4091 0
Q - P 4091 0
Chords Tens.Comp.
P - O 4515 0
O - N 4091 0
N - M 1852 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
T - S 0 -124
A - T 0 -104
S - B 0 -2160
B - R 1601 0
C - R 0 -245
R - D 0 -1013D - P 823 -29
P - E 0 -321
F - O 0 -317
Webs Tens.Comp.
O - H 816 -24
H - N 0 -1014
I - N 0 -244
N - J 1599 0
J - M 0 -2162
K - L 0 -103M - L 0 -11
L - M 0 -112
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.465 F 582 360
VERT(CL):0.585 F 462 270
HORZ(LL):0.073 M - -
HORZ(TL):0.100 M - -
Creep Factor: 2.0
Max TC CSI:0.843
Max BC CSI:0.870
Max Web CSI:0.762
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F09
Ply: 1
Qty:10
Wgt: 121.5 lbs
DRW:
.../...08/23/2022
T23"8
22'11"
3"
2'6"
2'6"12(TYP)2'6"
3"
10'6"
10'6"
12'5"
1'11"
22'11"
10'6"1'8"++
10'1"2
A B C D E F G H I J KL
MNOPQRS
T
4X8
4X8
4X8[6]
4X5
W=H0310 3X4 3X4
W=3X4 4X5
4X8[16]
4X8
4X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #1;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X3 1.25 L 1.25 [ 2]3X3 1.75 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.31BC 120 0.00 10.31Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=0' uses the followingsupport conditions: 0'Bearing J (0', 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 567 /-/-/-/-/-
G 575 /-/-/-/-/-
J Brg Wid = -Min Req =-
G Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -872
Chords Tens.Comp.
C - D 0 -876
D - E 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 744 0
I - H 876 0
Chords Tens.Comp.
H - G 871 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 0 -96
J - B 0 -863
B - I 280 0
I - C 39 -109
H - D 134 0
Webs Tens.Comp.
D - G 0 -1017
E - F 42 -93
G - F 0 -11
F - G 40 -102
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.214 C 578 360
VERT(CL):0.325 C 381 240
HORZ(LL):0.058 B - -
HORZ(TL):0.088 B - -
Creep Factor: 2.0
Max TC CSI:0.967
Max BC CSI:0.765
Max Web CSI:0.291
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F10
Ply: 1
Qty:3
Wgt: 59.4 lbs
DRW:
.../...08/23/2022
3"8
10'6"
2'7"8 2'6"12
(TYP)
2'6"3"
5'3"
5'3"
7'7"8
2'4"8
10'6"
2'10"8
1'8"10'1"2
A B C D E
F
GHIJ
1.5X3
3X3[1]
3X3[2]
3X3
1.5X3
1.5X3
3X4 1.5X3
4X5
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #1;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X3 1.25 L 1.25 [ 2]3X3 1.75 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.31BC 120 0.00 10.31Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=0' uses the followingsupport conditions: 0'Bearing J (0', 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 567 /-/-/-/-/-
G 575 /-/-/-/-/-
J Brg Wid = -Min Req =-
G Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 -872
Chords Tens.Comp.
C - D 0 -876
D - E 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 744 0
I - H 876 0
Chords Tens.Comp.
H - G 871 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 0 -96
J - B 0 -863
B - I 280 0
I - C 39 -109
H - D 134 0
Webs Tens.Comp.
D - G 0 -1017
E - F 42 -93
G - F 0 -11
F - G 40 -102
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.214 C 578 360
VERT(CL):0.325 C 381 240
HORZ(LL):0.058 B - -
HORZ(TL):0.088 B - -
Creep Factor: 2.0
Max TC CSI:0.967
Max BC CSI:0.765
Max Web CSI:0.291
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F10
Ply: 1
Qty:3
Wgt: 59.4 lbs
DRW:
.../...08/23/2022
3"8
10'6"
2'7"8 2'6"12
(TYP)
2'6"3"
5'3"
5'3"
7'7"8
2'4"8
10'6"
2'10"8
1'8"10'1"2
A B C D E
F
GHIJ
1.5X3
3X3[1]
3X3[2]
3X3
1.5X3
1.5X3
3X4 1.5X3
4X5
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.50BC 120 0.00 10.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*161 /-/-/-/-/-
F 256 /-/-/-/-/-
H Brg Wid = 67.0 Min Req =-
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings H & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 51 0
Chords Tens.Comp.
C - D 51 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 223 0
Chords Tens.Comp.
G - F 223 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 0 -106
H - B 0 -259
B - G 0 -318
C - G 0 -255
Webs Tens.Comp.
G - D 0 -318
D - F 0 -259
E - F 0 -106
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.010 B 999 360
VERT(CL):0.014 B 999 240
HORZ(LL):0.003 F - -
HORZ(TL):0.004 F - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.552
Max Web CSI:0.091
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F10A
Ply: 1
Qty:1
Wgt: 61.6 lbs
DRW:
.../...08/23/2022
10'6"
2'7"8 2'6"
(TYP)
3"
5'3"
5'3"
10'6"
5'3"1'8"10'1"2
A B C D E
F
G
H
1.5X3
3X3
3X3 3X3
3X8
3X3 1.5X3
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.50BC 120 0.00 10.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*161 /-/-/-/-/-
F 256 /-/-/-/-/-
H Brg Wid = 67.0 Min Req =-
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings H & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 51 0
Chords Tens.Comp.
C - D 51 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 223 0
Chords Tens.Comp.
G - F 223 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 0 -106
H - B 0 -259
B - G 0 -318
C - G 0 -255
Webs Tens.Comp.
G - D 0 -318
D - F 0 -259
E - F 0 -106
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.010 B 999 360
VERT(CL):0.014 B 999 240
HORZ(LL):0.003 F - -
HORZ(TL):0.004 F - -
Creep Factor: 2.0
Max TC CSI:0.439
Max BC CSI:0.552
Max Web CSI:0.091
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F10A
Ply: 1
Qty:1
Wgt: 61.6 lbs
DRW:
.../...08/23/2022
10'6"
2'7"8 2'6"
(TYP)
3"
5'3"
5'3"
10'6"
5'3"1'8"10'1"2
A B C D E
F
G
H
1.5X3
3X3
3X3 3X3
3X8
3X3 1.5X3
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X5 2.00 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 14.58BC 120 0.19 14.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 800 /-/-/-/-/-
H 792 /-/-/-/-/-
L Brg Wid = 5.5 Min Req =1.5 (Truss)
H Brg Wid = -Min Req =-
Bearing L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -1751
C - D 0 -1751
Chords Tens.Comp.
D - E 0 -1786
E - F 0 -1774
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 1108 0
K - J 1789 0
Chords Tens.Comp.
J - I 1786 0
I - H 1135 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
M - L 0 -126
A - M 0 -105
L - B 0 -1293
B - K 750 0
C - K 0 -309
K - D 168 -305
Webs Tens.Comp.
D - J 28 -140
E - I 0 -279
I - F 765 0
F - H 0 -1316
G - H 0 -109
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.173 D 999 360
VERT(CL):0.244 D 708 240
HORZ(LL):0.030 B - -
HORZ(TL):0.046 B - -
Creep Factor: 2.0
Max TC CSI:0.778
Max BC CSI:0.848
Max Web CSI:0.377
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F11
Ply: 1
Qty:4
Wgt: 81.8 lbs
DRW:
.../...08/23/2022
3"8
14'7"
3"2'6"2'6"12
(TYP)
2'6"
8'
8'
9'4"
1'4"
14'7"
5'3"1'8"+
10'1"2
A B C D E F G
HIJKL
M
1.5X3
3X8
4X5 1.5X3
4X5[6]
3X3
1.5X3
1.5X3
3X4
4X5 1.5X3
3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X5 2.00 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 14.58BC 120 0.19 14.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
L 800 /-/-/-/-/-
H 792 /-/-/-/-/-
L Brg Wid = 5.5 Min Req =1.5 (Truss)
H Brg Wid = -Min Req =-
Bearing L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -1751
C - D 0 -1751
Chords Tens.Comp.
D - E 0 -1786
E - F 0 -1774
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
L - K 1108 0
K - J 1789 0
Chords Tens.Comp.
J - I 1786 0
I - H 1135 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
M - L 0 -126
A - M 0 -105
L - B 0 -1293
B - K 750 0
C - K 0 -309
K - D 168 -305
Webs Tens.Comp.
D - J 28 -140
E - I 0 -279
I - F 765 0
F - H 0 -1316
G - H 0 -109
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.173 D 999 360
VERT(CL):0.244 D 708 240
HORZ(LL):0.030 B - -
HORZ(TL):0.046 B - -
Creep Factor: 2.0
Max TC CSI:0.778
Max BC CSI:0.848
Max Web CSI:0.377
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F11
Ply: 1
Qty:4
Wgt: 81.8 lbs
DRW:
.../...08/23/2022
3"8
14'7"
3"2'6"2'6"12
(TYP)
2'6"
8'
8'
9'4"
1'4"
14'7"
5'3"1'8"+
10'1"2
A B C D E F G
HIJKL
M
1.5X3
3X8
4X5 1.5X3
4X5[6]
3X3
1.5X3
1.5X3
3X4
4X5 1.5X3
3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.23BC 120 0.19 18.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1000 /-/-/-/-/-
K 1000 /-/-/-/-/-
Q Brg Wid = 5.5 Min Req =1.5 (Truss)
K Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings Q & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2399
C - D 0 -2399
D - E 0 -2870
Chords Tens.Comp.
E - F 0 -2398
F - G 0 -2398
G - H 0 -2398
H - I 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1440 0
P - O 2869 0
O - N 2869 0
Chords Tens.Comp.
N - M 2870 0
M - L 2869 0
L - K 1440 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - Q 0 -125
A - R 0 -105
Q - B 0 -1681
B - P 1119 0
C - P 18 -292
P - D 0 -773
D - N 140 -106M - E 141 -106
Webs Tens.Comp.
E - L 0 -774
G - L 18 -292
L - H 1118 0
H - K 0 -1681
I - J 0 -105
K - J 0 -11
J - K 0 -114
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.243 M 889 360
VERT(CL):0.403 N 536 240
HORZ(LL):0.044 B - -
HORZ(TL):0.073 B - -
Creep Factor: 2.0
Max TC CSI:0.938
Max BC CSI:0.846
Max Web CSI:0.533
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F12
Ply: 1
Qty:7
Wgt: 101.9 lbs
DRW:
.../...08/23/2022
B2
3"8
18'5"
3"2'6"2'6"12
(TYP)
2'6"3"
8'
8'
10'5"
2'5"
18'5"
8'1'8"+10'1"2
A B C D E F G H I J
KLMNOPQ
R
1.5X3
3X8
3X8 1.5X3
3X8W=H0310
3X3[8]
1.5X3 1.5X3
3X3[11]W=3X4 1.5X3
3X8
3X8 1.5X3
3X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.23BC 120 0.19 18.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
+ 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 1000 /-/-/-/-/-
K 1000 /-/-/-/-/-
Q Brg Wid = 5.5 Min Req =1.5 (Truss)
K Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings Q & K Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2399
C - D 0 -2399
D - E 0 -2870
Chords Tens.Comp.
E - F 0 -2398
F - G 0 -2398
G - H 0 -2398
H - I 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
Q - P 1440 0
P - O 2869 0
O - N 2869 0
Chords Tens.Comp.
N - M 2870 0
M - L 2869 0
L - K 1440 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
R - Q 0 -125
A - R 0 -105
Q - B 0 -1681
B - P 1119 0
C - P 18 -292
P - D 0 -773
D - N 140 -106M - E 141 -106
Webs Tens.Comp.
E - L 0 -774
G - L 18 -292
L - H 1118 0
H - K 0 -1681
I - J 0 -105
K - J 0 -11
J - K 0 -114
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.243 M 889 360
VERT(CL):0.403 N 536 240
HORZ(LL):0.044 B - -
HORZ(TL):0.073 B - -
Creep Factor: 2.0
Max TC CSI:0.938
Max BC CSI:0.846
Max Web CSI:0.533
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F12
Ply: 1
Qty:7
Wgt: 101.9 lbs
DRW:
.../...08/23/2022
B2
3"8
18'5"
3"2'6"2'6"12
(TYP)
2'6"3"
8'
8'
10'5"
2'5"
18'5"
8'1'8"+10'1"2
A B C D E F G H I J
KLMNOPQ
R
1.5X3
3X8
3X8 1.5X3
3X8W=H0310
3X3[8]
1.5X3 1.5X3
3X3[11]W=3X4 1.5X3
3X8
3X8 1.5X3
3X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;T4 4x2 SP #1;Bot chord: 4x2 SP #1; B2,B4 4x2 SP #2;Webs: 4x2 SP #3;
Plating Notes
All plates are 4X5(R) except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X4 O 2.50 [ 4]6X6 2.75 L 2.75[ 5]6X6 3.25 L 2.75 [ 6]5X7 2.25 L 2.75[ 7]5X7 2.75 L 2.75 [ 9]4X5 2.25 L 2.75[24]4X5 2.25 R 2.75 [26]5X7 2.75 R 2.75[27]5X7 2.25 R 2.75 [28]6X6 3.25 R 2.75[29]6X6 2.75 R 2.75 [30]3X4 O 2.50
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 26.94BC 120 0.19 26.94Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.50" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AE 1479 /-/-/-/-/-
R 1479 /-/-/-/-/-
AE Brg Wid = 5.5 Min Req =1.5 (Truss)
R Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings AE & R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2377
C - D 0 -4232
D - E 0 -5599
E - F 0 -6479
F - G 0 -6905
G - H 0 -6905H - I 0 -6910
Chords Tens.Comp.
I - J 0 -6905
J - K 0 -6479
K - L 0 -6479
L - M 0 -5599
M - N 0 -4231
N - O 0 -2376
O - P 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AE-AD 1312 0
AD-AC 3418 0
AC-AB 5024 0
AB-AA 6153 0
AA- Z 6782 0
Z - Y 6782 0
Y - X 6910 0
Chords Tens.Comp.
X - W 6782 0
W -V 6782 0
V - U 6153 0
U - T 5024 0
T - S 3418 0
S - R 1312 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
AF-AE 0 -61
A -AF 0 -41
AE- B 0 -1931
B -AD 1609 0
AD- C 0 -1574
C -AC 1230 0
AC- D 0 -1197
D -AB 870 0
AB- E 0 -837
E -AA 523 0
AA- F 0 -540
F - Y 633 -310
Y - H 139 -342I - X 140 -344
Webs Tens.Comp.
X - J 634 -311
J - V 0 -539
V - L 522 0
L - U 0 -837
U - M 870 0
M - T 0 -1197
T - N 1230 0
N - S 0 -1574
S - O 1609 0
O - R 0 -1931
P - Q 0 -41
R - Q 0 -11
Q - R 0 -50
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.504 H 637 360
VERT(CL):0.693 H 463 321
HORZ(LL):0.069 R - -
HORZ(TL):0.095 R - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.875
Max Web CSI:0.766
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F13
Ply: 1
Qty:2
Wgt: 224.6 lbs
DRW:
.../...08/23/2022
T2 T4
B2 B4
3"8
27'1"8
3"2'6"(TYP)
1'3"12 1'3"12 3"
12'10"8
12'10"8
14'3"
1'4"8
27'1"8
12'10"8
1'8"1"8 10'1"2
A B C D E F G H I J K L M N O P Q
RSTUVWXYZAAABACADAE
AF
3X4[1]
5X7
6X6[4]
6X6[5]
5X7(R)[6]
5X7(R)[7]
5X5
4X5(R)[9]4X4(R)W=H0310
W=3X44X5 4X5
W=H0310
W=3X4
4X4(R)4X5(R)[24]
5X5
5X7(R)[26]
5X7(R)[27]
6X6[28]
6X6[29]3X4[30]
5X7
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;T4 4x2 SP #1;Bot chord: 4x2 SP #1; B2,B4 4x2 SP #2;Webs: 4x2 SP #3;
Plating Notes
All plates are 4X5(R) except as noted.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X4 O 2.50 [ 4]6X6 2.75 L 2.75[ 5]6X6 3.25 L 2.75 [ 6]5X7 2.25 L 2.75[ 7]5X7 2.75 L 2.75 [ 9]4X5 2.25 L 2.75[24]4X5 2.25 R 2.75 [26]5X7 2.75 R 2.75[27]5X7 2.25 R 2.75 [28]6X6 3.25 R 2.75[29]6X6 2.75 R 2.75 [30]3X4 O 2.50
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 26.94BC 120 0.19 26.94Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Deflection
Max JT VERT DEFL: LL: 0.50" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"
Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AE 1479 /-/-/-/-/-
R 1479 /-/-/-/-/-
AE Brg Wid = 5.5 Min Req =1.5 (Truss)
R Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings AE & R Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -2377
C - D 0 -4232
D - E 0 -5599
E - F 0 -6479
F - G 0 -6905
G - H 0 -6905H - I 0 -6910
Chords Tens.Comp.
I - J 0 -6905
J - K 0 -6479
K - L 0 -6479
L - M 0 -5599
M - N 0 -4231
N - O 0 -2376
O - P 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AE-AD 1312 0
AD-AC 3418 0
AC-AB 5024 0
AB-AA 6153 0
AA- Z 6782 0
Z - Y 6782 0
Y - X 6910 0
Chords Tens.Comp.
X - W 6782 0
W -V 6782 0
V - U 6153 0
U - T 5024 0
T - S 3418 0
S - R 1312 0
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
AF-AE 0 -61
A -AF 0 -41
AE- B 0 -1931
B -AD 1609 0
AD- C 0 -1574
C -AC 1230 0
AC- D 0 -1197
D -AB 870 0
AB- E 0 -837
E -AA 523 0
AA- F 0 -540
F - Y 633 -310
Y - H 139 -342I - X 140 -344
Webs Tens.Comp.
X - J 634 -311
J - V 0 -539
V - L 522 0
L - U 0 -837
U - M 870 0
M - T 0 -1197
T - N 1230 0
N - S 0 -1574
S - O 1609 0
O - R 0 -1931
P - Q 0 -41
R - Q 0 -11
Q - R 0 -50
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.504 H 637 360
VERT(CL):0.693 H 463 321
HORZ(LL):0.069 R - -
HORZ(TL):0.095 R - -
Creep Factor: 2.0
Max TC CSI:0.425
Max BC CSI:0.875
Max Web CSI:0.766
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F13
Ply: 1
Qty:2
Wgt: 224.6 lbs
DRW:
.../...08/23/2022
T2 T4
B2 B4
3"8
27'1"8
3"2'6"(TYP)
1'3"12 1'3"12 3"
12'10"8
12'10"8
14'3"
1'4"8
27'1"8
12'10"8
1'8"1"8 10'1"2
A B C D E F G H I J K L M N O P Q
RSTUVWXYZAAABACADAE
AF
3X4[1]
5X7
6X6[4]
6X6[5]
5X7(R)[6]
5X7(R)[7]
5X5
4X5(R)[9]4X4(R)W=H0310
W=3X44X5 4X5
W=H0310
W=3X4
4X4(R)4X5(R)[24]
5X5
5X7(R)[26]
5X7(R)[27]
6X6[28]
6X6[29]3X4[30]
5X7
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X3 1.75 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 9.92BC 117 0.19 9.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 543 /-/-/-/-/-
F 535 /-/-/-/-/-
I Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings I & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -790
Chords Tens.Comp.
C - D 0 -793
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 681 0
H - G 793 0
Chords Tens.Comp.
G - F 789 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - I 0 -113
A - J 0 -94
I - B 0 -795
B - H 243 0
Webs Tens.Comp.
H - C 39 -84
G - D 128 0
D - F 0 -915
E - F 20 -105
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.145 C 803 360
VERT(CL):0.221 C 529 240
HORZ(LL):0.039 B - -
HORZ(TL):0.059 B - -
Creep Factor: 2.0
Max TC CSI:0.854
Max BC CSI:0.650
Max Web CSI:0.262
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F14
Ply: 1
Qty:1
Wgt: 53.8 lbs
DRW:
.../...08/23/2022
3"8
9'11"
3"2'6"2'6"12 2'6"
5'4"8
5'4"8
7'2"
1'9"8
9'11"
2'9"1'8"10'1"2
A B C D E
FGHI
J
1.5X3
4X5
3X3[4]
3X3
1.5X3
1.5X3
3X4 1.5X3
3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X3 1.75 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 9.92BC 117 0.19 9.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 543 /-/-/-/-/-
F 535 /-/-/-/-/-
I Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 3.5 Min Req =1.5 (Truss)
Bearings I & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 0 -790
Chords Tens.Comp.
C - D 0 -793
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
I - H 681 0
H - G 793 0
Chords Tens.Comp.
G - F 789 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
J - I 0 -113
A - J 0 -94
I - B 0 -795
B - H 243 0
Webs Tens.Comp.
H - C 39 -84
G - D 128 0
D - F 0 -915
E - F 20 -105
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.145 C 803 360
VERT(CL):0.221 C 529 240
HORZ(LL):0.039 B - -
HORZ(TL):0.059 B - -
Creep Factor: 2.0
Max TC CSI:0.854
Max BC CSI:0.650
Max Web CSI:0.262
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F14
Ply: 1
Qty:1
Wgt: 53.8 lbs
DRW:
.../...08/23/2022
3"8
9'11"
3"2'6"2'6"12 2'6"
5'4"8
5'4"8
7'2"
1'9"8
9'11"
2'9"1'8"10'1"2
A B C D E
FGHI
J
1.5X3
4X5
3X3[4]
3X3
1.5X3
1.5X3
3X4 1.5X3
3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-2-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 353 /-/-/-/-/-
E 345 /-/-/-/-/-
H Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-
Bearing H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 2 0
B - C 0 -546
Chords Tens.Comp.
C - D 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 545 0
G - F 546 0
Chords Tens.Comp.
F - E 545 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - H 0 -137
A - I 0 -116
H - B 0 -588
B - G 83 -42
Webs Tens.Comp.
F - C 78 -47
C - E 0 -587
D - E 0 -119
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 F 999 360
VERT(CL):0.043 F 999 240
HORZ(LL):0.005 B - -
HORZ(TL):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.462
Max BC CSI:0.287
Max Web CSI:0.161
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F15
Ply: 1
Qty:2
Wgt: 37.8 lbs
DRW:
.../...08/23/2022
3"8
6'5"8
3"2'6"2'6"
2'10"8
2'10"8
3'8"8
10"
6'5"8
2'9"1'2"10'1"2
A B C D
EFGH
I
1.5X3
4X5
3X3
1.5X3 1.5X3
3X3 1.5X3
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3;
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-2-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 353 /-/-/-/-/-
E 345 /-/-/-/-/-
H Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-
Bearing H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 2 0
B - C 0 -546
Chords Tens.Comp.
C - D 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 545 0
G - F 546 0
Chords Tens.Comp.
F - E 545 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
I - H 0 -137
A - I 0 -116
H - B 0 -588
B - G 83 -42
Webs Tens.Comp.
F - C 78 -47
C - E 0 -587
D - E 0 -119
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.029 F 999 360
VERT(CL):0.043 F 999 240
HORZ(LL):0.005 B - -
HORZ(TL):0.008 B - -
Creep Factor: 2.0
Max TC CSI:0.462
Max BC CSI:0.287
Max Web CSI:0.161
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:F15
Ply: 1
Qty:2
Wgt: 37.8 lbs
DRW:
.../...08/23/2022
3"8
6'5"8
3"2'6"2'6"
2'10"8
2'10"8
3'8"8
10"
6'5"8
2'9"1'2"10'1"2
A B C D
EFGH
I
1.5X3
4X5
3X3
1.5X3 1.5X3
3X3 1.5X3
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #1; W3 2x4 SP #2;W42x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 261 plf at 0.00 to 261 plf at 16.50
BC: From 5 plf at 0.00 to 5 plf at 16.50BC: 991 lb Conc. Load at 2.00, 4.00BC: 1213 lb Conc. Load at 6.00, 7.00, 9.00,11.0013.00,15.00
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.50
BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 6611 /-/-/-/-/-
Q 7041 /-/-/-/-/-
P Brg Wid = 5.5 Min Req =2.4 (Support)
Q Brg Wid = 5.5 Min Req =2.6 (Support)
Bearings P & Q Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -3582
B - C 0 -6416
C - D 0 -7965
D - E 0 -7984
Chords Tens.Comp.
E - F 0 -7943
F - G 0 -6443
G - H 0 -3707
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 48 0
O - N 4201 0
N - M 6787 0
M - L 7984 0
Chords Tens.Comp.
L - K 6796 0
K - J 4302 0
J - I 52 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - P 0 -2088
A - O 4019 0
O - B 0 -1744
B - N 2643 0
N - C 0 -1048
C - M 1406 0M - D 0 -102
Webs Tens.Comp.
E - L 0 -225
L - F 1368 0
F - K 0 -993
K - G 2555 0
G - J 0 -1678
J - H 4156 0H - I 0 -2157
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.205 D 966 240
VERT(CL):0.341 D 580 198
HORZ(LL):0.038 A - -
HORZ(TL):0.064 A - -
Creep Factor: 2.0
Max TC CSI:0.490
Max BC CSI:0.643
Max Web CSI:0.792
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG01
Ply: 3
Qty:1
Wgt: 338.1 lbs
DRW:
.../...08/23/2022
W2 W3 W4 W4 W3 W2
16'6"
2'8"5
2'8"5
5'0"1
2'3"13
7'1"2
2'1"1
9'4"14
2'3"13
11'5"15
2'1"1
13'9"11
2'3"13
16'6"
2'8"5
2'2"5
2'2"5
4'6"9
2'4"5
6'10"6
2'3"13
9'7"10
2'9"5
11'11"7
2'3"13
14'3"11
2'4"5
16'6"
2'2"51'8"10'1"2
A B C D E F G H
IJKLMNOPQ
6X10(**)
3X8 6X12
6X8
H1010(**)(I)
4X8
4X8
3X4 3X4
4X8
8X8(**)
6X8
6X8
6X12
6X8(I)
3X8
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #1; W3 2x4 SP #2;W42x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 261 plf at 0.00 to 261 plf at 16.50
BC: From 5 plf at 0.00 to 5 plf at 16.50BC: 991 lb Conc. Load at 2.00, 4.00BC: 1213 lb Conc. Load at 6.00, 7.00, 9.00,11.0013.00,15.00
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.50
BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 6611 /-/-/-/-/-
Q 7041 /-/-/-/-/-
P Brg Wid = 5.5 Min Req =2.4 (Support)
Q Brg Wid = 5.5 Min Req =2.6 (Support)
Bearings P & Q Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -3582
B - C 0 -6416
C - D 0 -7965
D - E 0 -7984
Chords Tens.Comp.
E - F 0 -7943
F - G 0 -6443
G - H 0 -3707
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 48 0
O - N 4201 0
N - M 6787 0
M - L 7984 0
Chords Tens.Comp.
L - K 6796 0
K - J 4302 0
J - I 52 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - P 0 -2088
A - O 4019 0
O - B 0 -1744
B - N 2643 0
N - C 0 -1048
C - M 1406 0M - D 0 -102
Webs Tens.Comp.
E - L 0 -225
L - F 1368 0
F - K 0 -993
K - G 2555 0
G - J 0 -1678
J - H 4156 0H - I 0 -2157
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.205 D 966 240
VERT(CL):0.341 D 580 198
HORZ(LL):0.038 A - -
HORZ(TL):0.064 A - -
Creep Factor: 2.0
Max TC CSI:0.490
Max BC CSI:0.643
Max Web CSI:0.792
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG01
Ply: 3
Qty:1
Wgt: 338.1 lbs
DRW:
.../...08/23/2022
W2 W3 W4 W4 W3 W2
16'6"
2'8"5
2'8"5
5'0"1
2'3"13
7'1"2
2'1"1
9'4"14
2'3"13
11'5"15
2'1"1
13'9"11
2'3"13
16'6"
2'8"5
2'2"5
2'2"5
4'6"9
2'4"5
6'10"6
2'3"13
9'7"10
2'9"5
11'11"7
2'3"13
14'3"11
2'4"5
16'6"
2'2"51'8"10'1"2
A B C D E F G H
IJKLMNOPQ
6X10(**)
3X8 6X12
6X8
H1010(**)(I)
4X8
4X8
3X4 3X4
4X8
8X8(**)
6X8
6X8
6X12
6X8(I)
3X8
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3; W4 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 6.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 18.67TC: From 387 plf at 18.67 to 387 plf at 27.13BC: From 10 plf at 0.00 to 10 plf at 27.13
Plating Notes
All plates are 3X8 except as noted.
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 27.13
BC 120 0.00 27.13Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1870 /-/-/-/-/-
W 3541 /-/-/-/-/-
V Brg Wid = 5.5 Min Req =1.5 (Support)
W Brg Wid = 5.5 Min Req =1.9 (Support)
Bearings V & W Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1722
B - C 0 -3289
C - D 0 -4475
D - E 0 -5688
E - F 0 -5756
Chords Tens.Comp.
F - G 0 -5774
G - H 0 -6288
H - I 0 -6106
I - J 0 -5160
J - K 0 -3003
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
V - U 30 0
U - T 2032 0
T - S 3535 0S - R 4693 0
R - Q 5756 0
Chords Tens.Comp.
Q - P 6260 0
P - O 6239 0
O - N 5483 0N - M 3549 0
M - L 55 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - V 0 -885
A - U 1867 0
U - B 0 -874
B - T 1430 0T - C 0 -695
C - S 1070 0
S - D 0 -613
D - R 1132 0
R - E 0 -363
F - Q 101 -136
Webs Tens.Comp.
Q - G 386 -554
G - P 130 -193
P - H 378 -129
H - O 0 -373O - I 709 0
I - N 0 -911
N - J 1833 0
J - M 0 -1541
M - K 3251 0
K - L 0 -1682
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.369 Q 882 360
VERT(CL):0.669 Q 486 325
HORZ(LL):0.042 L - -
HORZ(TL):0.076 L - -
Creep Factor: 2.0
Max TC CSI:0.375
Max BC CSI:0.593
Max Web CSI:0.917
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG02
Ply: 2
Qty:1
Wgt: 365.4 lbs
DRW:
.../...08/23/2022
W2 W3 W3 W3 W3 W3 W3 W3 W4
27'1"8
3'0"11
3'0"11
5'8"14
2'8"3
8'5"2
2'8"3
10'10"9
2'5"7
13'6"12
2'8"3
16'0"3
2'5"7
18'8"6
2'8"3
21'4"10
2'8"3
24'0"13
2'8"3
27'1"8
3'0"11
2'7"3
2'7"3
5'3"6
2'8"3
7'11"10
2'8"3
10'8"13
2'9"3
13'9"8
3'0"11
16'4"11
2'7"3
19'1"14
2'9"3
21'10"2
2'8"3
24'6"5
2'8"3
27'1"8
2'7"31'8"10'1"2
A B C D E F G H I J K
LMNOPQRSTUV W
4X10(**)
3X4 4X10
5X7
5X7
4X8
4X8
4X8
8X8(**)
3X4 8X8(**)
H1010(**)(I)6X6
6X6
8X8
8X8
4X5
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3; W4 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 6.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 18.67TC: From 387 plf at 18.67 to 387 plf at 27.13BC: From 10 plf at 0.00 to 10 plf at 27.13
Plating Notes
All plates are 3X8 except as noted.
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 27.13
BC 120 0.00 27.13Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1870 /-/-/-/-/-
W 3541 /-/-/-/-/-
V Brg Wid = 5.5 Min Req =1.5 (Support)
W Brg Wid = 5.5 Min Req =1.9 (Support)
Bearings V & W Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1722
B - C 0 -3289
C - D 0 -4475
D - E 0 -5688
E - F 0 -5756
Chords Tens.Comp.
F - G 0 -5774
G - H 0 -6288
H - I 0 -6106
I - J 0 -5160
J - K 0 -3003
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
V - U 30 0
U - T 2032 0
T - S 3535 0S - R 4693 0
R - Q 5756 0
Chords Tens.Comp.
Q - P 6260 0
P - O 6239 0
O - N 5483 0N - M 3549 0
M - L 55 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - V 0 -885
A - U 1867 0
U - B 0 -874
B - T 1430 0T - C 0 -695
C - S 1070 0
S - D 0 -613
D - R 1132 0
R - E 0 -363
F - Q 101 -136
Webs Tens.Comp.
Q - G 386 -554
G - P 130 -193
P - H 378 -129
H - O 0 -373O - I 709 0
I - N 0 -911
N - J 1833 0
J - M 0 -1541
M - K 3251 0
K - L 0 -1682
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.369 Q 882 360
VERT(CL):0.669 Q 486 325
HORZ(LL):0.042 L - -
HORZ(TL):0.076 L - -
Creep Factor: 2.0
Max TC CSI:0.375
Max BC CSI:0.593
Max Web CSI:0.917
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG02
Ply: 2
Qty:1
Wgt: 365.4 lbs
DRW:
.../...08/23/2022
W2 W3 W3 W3 W3 W3 W3 W3 W4
27'1"8
3'0"11
3'0"11
5'8"14
2'8"3
8'5"2
2'8"3
10'10"9
2'5"7
13'6"12
2'8"3
16'0"3
2'5"7
18'8"6
2'8"3
21'4"10
2'8"3
24'0"13
2'8"3
27'1"8
3'0"11
2'7"3
2'7"3
5'3"6
2'8"3
7'11"10
2'8"3
10'8"13
2'9"3
13'9"8
3'0"11
16'4"11
2'7"3
19'1"14
2'9"3
21'10"2
2'8"3
24'6"5
2'8"3
27'1"8
2'7"31'8"10'1"2
A B C D E F G H I J K
LMNOPQRSTUV W
4X10(**)
3X4 4X10
5X7
5X7
4X8
4X8
4X8
8X8(**)
3X4 8X8(**)
H1010(**)(I)6X6
6X6
8X8
8X8
4X5
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #2; W3 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 8.12BC: From 5 plf at 0.00 to 5 plf at 8.12BC: 792 lb Conc. Load at 1.06, 3.06, 5.06, 7.06
BC: 1131 lb Conc. Load at 2.54, 4.54, 6.54
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 8.12
BC 97 0.00 8.12Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 3210 /-/-/-/39 /-
I 3610 /-/-/-/39 /-
Wind reactions based on MWFRS
H Brg Wid = 5.5 Min Req =1.7 (Support)
I Brg Wid = 6.0 Min Req =1.9 (Support)Bearings H & I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 26 -2683
B - C 26 -2683
Chords Tens.Comp.
C - D 23 -2693
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 53 -1
G - F 2700 -30
Chords Tens.Comp.
F - E 50 -1
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 20 -1282
A - G 2904 -28
G - C 4 -19
B - G 33 0
Webs Tens.Comp.
C - F 19 -20
F - D 2968 -25
D - E 20 -1389
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 21.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.050 G 999 240
VERT(CL):0.079 G 999 180
HORZ(LL):0.013 A - -
HORZ(TL):0.021 A - -
Creep Factor: 2.0
Max TC CSI:0.441
Max BC CSI:0.431
Max Web CSI:0.822
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG03
Ply: 2
Qty:1
Wgt: 112.0 lbs
DRW:
.../...08/23/2022
W2 W3 W2
8'1"8
2'9"1
2'9"1
5'1"11
2'4"9
8'1"8
2'11"13
2'9"1
2'9"1
5'7"3
2'10"1
8'1"8
2'6"51'8"10'1"2
A B C D
EFGHI
4X10(**)
4X4
3X4
6X12(I)
3X8
6X8
6X8(**)
4X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #2; W3 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 8.12BC: From 5 plf at 0.00 to 5 plf at 8.12BC: 792 lb Conc. Load at 1.06, 3.06, 5.06, 7.06
BC: 1131 lb Conc. Load at 2.54, 4.54, 6.54
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 8.12
BC 97 0.00 8.12Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 3210 /-/-/-/39 /-
I 3610 /-/-/-/39 /-
Wind reactions based on MWFRS
H Brg Wid = 5.5 Min Req =1.7 (Support)
I Brg Wid = 6.0 Min Req =1.9 (Support)Bearings H & I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 26 -2683
B - C 26 -2683
Chords Tens.Comp.
C - D 23 -2693
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
H - G 53 -1
G - F 2700 -30
Chords Tens.Comp.
F - E 50 -1
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - H 20 -1282
A - G 2904 -28
G - C 4 -19
B - G 33 0
Webs Tens.Comp.
C - F 19 -20
F - D 2968 -25
D - E 20 -1389
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 21.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.050 G 999 240
VERT(CL):0.079 G 999 180
HORZ(LL):0.013 A - -
HORZ(TL):0.021 A - -
Creep Factor: 2.0
Max TC CSI:0.441
Max BC CSI:0.431
Max Web CSI:0.822
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG03
Ply: 2
Qty:1
Wgt: 112.0 lbs
DRW:
.../...08/23/2022
W2 W3 W2
8'1"8
2'9"1
2'9"1
5'1"11
2'4"9
8'1"8
2'11"13
2'9"1
2'9"1
5'7"3
2'10"1
8'1"8
2'6"51'8"10'1"2
A B C D
EFGHI
4X10(**)
4X4
3X4
6X12(I)
3X8
6X8
6X8(**)
4X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 5.67TC: From 100 plf at 5.67 to 100 plf at 16.29BC: From 5 plf at 0.00 to 5 plf at 5.67
BC: From 10 plf at 5.67 to 10 plf at 16.29BC: 345 lb Conc. Load at 1.65, 3.65BC: 878 lb Conc. Load at 5.67
Plating Notes
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.29
BC 120 0.00 16.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1789 /-/-/-/-/-
I 1259 /-/-/-/-/-
P Brg Wid = 5.5 Min Req =1.5 (Support)
I Brg Wid = 3.5 Min Req =1.5 (Support)
Bearings P & I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1383
B - C 0 -2393
C - D 0 -2611
D - E 0 -2611
Chords Tens.Comp.
E - F 0 -2017
F - G 0 -1995
G - H 0 -927
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 7 0
O - N 1524 0
N - M 2432 0
M - L 2059 0
Chords Tens.Comp.
L - K 2017 0
K - J 1081 0
J - I 6 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - P 0 -814
A - O 1581 0
O - B 0 -638
B - N 1035 0
N - C 0 -223
C - M 211 0M - E 644 -113
Webs Tens.Comp.
D - M 0 -123
E - L 0 -378
F - K 0 -197
K - G 1089 0
G - J 0 -698
J - H 1058 0H - I 0 -584
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.141 D 999 360
VERT(CL):0.193 D 999 240
HORZ(LL):0.029 A - -
HORZ(TL):0.040 A - -
Creep Factor: 2.0
Max TC CSI:0.456
Max BC CSI:0.337
Max Web CSI:0.753
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG05
Ply: 2
Qty:1
Wgt: 198.8 lbs
DRW:
.../...08/23/2022
16'3"8
2'6"15
2'6"15
4'10"6
2'3"7
7'0"1
2'1"11
9'1"11
2'1"11
11'6"14
2'5"3
13'8"9
2'1"11
16'3"8
2'6"15
2'2"15
2'2"15
4'6"14
2'3"15
7'0"1
2'5"3
9'3"7
2'3"7
11'8"10
2'5"3
14'0"1
2'3"7
16'3"8
2'3"71'8"10'1"2
A B C D E F G H
IJKLMNOP
6X6(**)
3X4(**)4X8
4X5
4X5
3X4 3X4
8X8(**)
5X5(**)
3X4
3X4
4X5
4X5
4X5
4X5
3X4(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 5.67TC: From 100 plf at 5.67 to 100 plf at 16.29BC: From 5 plf at 0.00 to 5 plf at 5.67
BC: From 10 plf at 5.67 to 10 plf at 16.29BC: 345 lb Conc. Load at 1.65, 3.65BC: 878 lb Conc. Load at 5.67
Plating Notes
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.29
BC 120 0.00 16.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 1789 /-/-/-/-/-
I 1259 /-/-/-/-/-
P Brg Wid = 5.5 Min Req =1.5 (Support)
I Brg Wid = 3.5 Min Req =1.5 (Support)
Bearings P & I Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -1383
B - C 0 -2393
C - D 0 -2611
D - E 0 -2611
Chords Tens.Comp.
E - F 0 -2017
F - G 0 -1995
G - H 0 -927
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
P - O 7 0
O - N 1524 0
N - M 2432 0
M - L 2059 0
Chords Tens.Comp.
L - K 2017 0
K - J 1081 0
J - I 6 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - P 0 -814
A - O 1581 0
O - B 0 -638
B - N 1035 0
N - C 0 -223
C - M 211 0M - E 644 -113
Webs Tens.Comp.
D - M 0 -123
E - L 0 -378
F - K 0 -197
K - G 1089 0
G - J 0 -698
J - H 1058 0H - I 0 -584
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.141 D 999 360
VERT(CL):0.193 D 999 240
HORZ(LL):0.029 A - -
HORZ(TL):0.040 A - -
Creep Factor: 2.0
Max TC CSI:0.456
Max BC CSI:0.337
Max Web CSI:0.753
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG05
Ply: 2
Qty:1
Wgt: 198.8 lbs
DRW:
.../...08/23/2022
16'3"8
2'6"15
2'6"15
4'10"6
2'3"7
7'0"1
2'1"11
9'1"11
2'1"11
11'6"14
2'5"3
13'8"9
2'1"11
16'3"8
2'6"15
2'2"15
2'2"15
4'6"14
2'3"15
7'0"1
2'5"3
9'3"7
2'3"7
11'8"10
2'5"3
14'0"1
2'3"7
16'3"8
2'3"71'8"10'1"2
A B C D E F G H
IJKLMNOP
6X6(**)
3X4(**)4X8
4X5
4X5
3X4 3X4
8X8(**)
5X5(**)
3X4
3X4
4X5
4X5
4X5
4X5
3X4(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 6.46BC: From 5 plf at 0.00 to 5 plf at 6.46BC: 567 lb Conc. Load at 0.71, 2.71, 4.56
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 6.46BC 77 0.00 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=6'2"8 uses the followingsupport conditions: 6'2"8Bearing D (6'2"8, 10'1"2) HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(14) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 1178 /-/-/-/-/-
D 878 /-/-/-/-/-
F Brg Wid = 3.5 Min Req =1.5 (Support)
D Brg Wid = -Min Req =-
Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -717
Chords Tens.Comp.
B - C 0 -717
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
F - E 29 0
Chords Tens.Comp.
E - D 26 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 0 -321
A - E 742 0
B - E 0 -70
Webs Tens.Comp.
E - C 745 0
C - D 0 -322
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.016 B 999 360
VERT(CL):0.022 B 999 240
HORZ(LL):0.003 A - -
HORZ(TL):0.004 A - -
Creep Factor: 2.0
Max TC CSI:0.102
Max BC CSI:0.111
Max Web CSI:0.355
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG06
Ply: 2
Qty:1
Wgt: 85.4 lbs
DRW:
.../...08/23/2022
W2 W3
6'5"8
3'2"12
3'2"12
6'5"8
3'2"12
3'2"12
3'2"12
6'5"8
3'2"121'8"10'1"2
A B C
DEF
3X4
3X4
3X4
H0510
4X4
3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 6.46BC: From 5 plf at 0.00 to 5 plf at 6.46BC: 567 lb Conc. Load at 0.71, 2.71, 4.56
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 6.46BC 77 0.00 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=6'2"8 uses the followingsupport conditions: 6'2"8Bearing D (6'2"8, 10'1"2) HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(14) 0.148"x3" nails into supportedmember.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 1178 /-/-/-/-/-
D 878 /-/-/-/-/-
F Brg Wid = 3.5 Min Req =1.5 (Support)
D Brg Wid = -Min Req =-
Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 -717
Chords Tens.Comp.
B - C 0 -717
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
F - E 29 0
Chords Tens.Comp.
E - D 26 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - F 0 -321
A - E 742 0
B - E 0 -70
Webs Tens.Comp.
E - C 745 0
C - D 0 -322
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.016 B 999 360
VERT(CL):0.022 B 999 240
HORZ(LL):0.003 A - -
HORZ(TL):0.004 A - -
Creep Factor: 2.0
Max TC CSI:0.102
Max BC CSI:0.111
Max Web CSI:0.355
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FG06
Ply: 2
Qty:1
Wgt: 85.4 lbs
DRW:
.../...08/23/2022
W2 W3
6'5"8
3'2"12
3'2"12
6'5"8
3'2"12
3'2"12
3'2"12
6'5"8
3'2"121'8"10'1"2
A B C
DEF
3X4
3X4
3X4
H0510
4X4
3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 18.29BC 120 0.00 18.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q*110 /-/-/-/-/-
Q Brg Wid = 219 Min Req =-
Bearing AF Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
D - E 0 0
E - F 0 0
F - G 0 0
G - H 0 0
H - I 0 0
Chords Tens.Comp.
I - J 0 0
J - K 0 0
K - L 0 0
L - M 0 0
M - N 0 0
N - O 0 0
O - P 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AF-AE 0 0
AE-AD 0 0AD-AC 0 0
AC-AB 0 0
AB-AA 0 0
AA- Z 0 0
Z - Y 0 0
Y - X 0 0
Chords Tens.Comp.
X - W 0 0
W -V 0 0V - U 0 0
U - T 0 0
T - S 0 0
S - R 0 0
R - Q 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AF 0 -44
Webs Tens.Comp.
P - Q 0 -44
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AE 0 -138
C -AD 0 -133
D -AC 0 -133
E -AB 0 -133
F -AA 0 -133
G - Z 0 -133
H - X 0 -133
Gables Tens.Comp.
J - W 0 -133
K - V 0 -133
L - U 0 -133
M - T 0 -133
N - S 0 -133
O - R 0 -138
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 P 999 360
VERT(CL):0.000 P 999 240
HORZ(LL):0.000 Q - -
HORZ(TL):0.000 Q - -
Creep Factor: 2.0
Max TC CSI:0.147
Max BC CSI:0.033
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE01
Ply: 1
Qty:1
Wgt: 98.0 lbs
DRW:
.../...08/23/2022
18'3"8
1'1"12
1'4"
(TYP)
1'1"1'8"10'1"2
A B C D E F G H I J K L M N O P
Q
RSTUVWXYZAAABACADAE
AF
W=3X4
W=3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 18.29BC 120 0.00 18.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q*110 /-/-/-/-/-
Q Brg Wid = 219 Min Req =-
Bearing AF Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
D - E 0 0
E - F 0 0
F - G 0 0
G - H 0 0
H - I 0 0
Chords Tens.Comp.
I - J 0 0
J - K 0 0
K - L 0 0
L - M 0 0
M - N 0 0
N - O 0 0
O - P 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AF-AE 0 0
AE-AD 0 0AD-AC 0 0
AC-AB 0 0
AB-AA 0 0
AA- Z 0 0
Z - Y 0 0
Y - X 0 0
Chords Tens.Comp.
X - W 0 0
W -V 0 0V - U 0 0
U - T 0 0
T - S 0 0
S - R 0 0
R - Q 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A -AF 0 -44
Webs Tens.Comp.
P - Q 0 -44
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AE 0 -138
C -AD 0 -133
D -AC 0 -133
E -AB 0 -133
F -AA 0 -133
G - Z 0 -133
H - X 0 -133
Gables Tens.Comp.
J - W 0 -133
K - V 0 -133
L - U 0 -133
M - T 0 -133
N - S 0 -133
O - R 0 -138
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 P 999 360
VERT(CL):0.000 P 999 240
HORZ(LL):0.000 Q - -
HORZ(TL):0.000 Q - -
Creep Factor: 2.0
Max TC CSI:0.147
Max BC CSI:0.033
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE01
Ply: 1
Qty:1
Wgt: 98.0 lbs
DRW:
.../...08/23/2022
18'3"8
1'1"12
1'4"
(TYP)
1'1"1'8"10'1"2
A B C D E F G H I J K L M N O P
Q
RSTUVWXYZAAABACADAE
AF
W=3X4
W=3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 18.67BC 120 0.19 18.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AF 57 /-/-/-/-/-
Q*109 /-/-/-/-/-
AF Brg Wid = 5.5 Min Req =1.5 (Truss)
Q Brg Wid = 218 Min Req =-
Bearings AF & AF Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 1 0
C - D 1 0
D - E 1 0
E - F 1 0
F - G 1 0
G - H 1 0H - I 1 0
Chords Tens.Comp.
I - J 1 0
J - K 1 0
K - L 1 0
L - M 1 0
M - N 1 0
N - O 1 0
O - P 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AF-AE 0 -1
AE-AD 0 -1
AD-AC 0 -1
AC-AB 0 -1
AB-AA 0 -1
AA- Z 0 -1
Z - Y 0 -1
Y - X 0 -1
Chords Tens.Comp.
X - W 0 -1
W -V 0 -1
V - U 0 -1
U - T 0 -1
T - S 0 -1
S - R 0 -1
R - Q 0 -1
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AG-AF 1 -54
A -AG 0 -44
Webs Tens.Comp.
Q - P 0 -15
P - Q 0 -53
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AE 0 -138
C -AD 0 -133
D -AC 0 -133
E -AB 0 -134
F -AA 0 -133
G - Z 0 -139
H - X 0 -133
Gables Tens.Comp.
J - W 0 -138
K - V 0 -133
L - U 0 -134
M - T 0 -133
N - S 0 -134
O - R 0 -134
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 P 999 360
VERT(CL):0.001 P 999 240
HORZ(LL):0.003 P - -
HORZ(TL):0.005 P - -
Creep Factor: 2.0
Max TC CSI:0.147
Max BC CSI:0.032
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE02
Ply: 1
Qty:1
Wgt: 102.8 lbs
DRW:
.../...08/23/2022
3"8
18'8"
1'2"8
1'4"(TYP)1'8"10'1"2
A B C D E F G H I J K L M N O P
QRSTUVWXYZAAABACADAEAF
AG
3X3 W=3X4
W=3X4 3X3
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 18.67BC 120 0.19 18.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AF 57 /-/-/-/-/-
Q*109 /-/-/-/-/-
AF Brg Wid = 5.5 Min Req =1.5 (Truss)
Q Brg Wid = 218 Min Req =-
Bearings AF & AF Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1 0
B - C 1 0
C - D 1 0
D - E 1 0
E - F 1 0
F - G 1 0
G - H 1 0H - I 1 0
Chords Tens.Comp.
I - J 1 0
J - K 1 0
K - L 1 0
L - M 1 0
M - N 1 0
N - O 1 0
O - P 1 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AF-AE 0 -1
AE-AD 0 -1
AD-AC 0 -1
AC-AB 0 -1
AB-AA 0 -1
AA- Z 0 -1
Z - Y 0 -1
Y - X 0 -1
Chords Tens.Comp.
X - W 0 -1
W -V 0 -1
V - U 0 -1
U - T 0 -1
T - S 0 -1
S - R 0 -1
R - Q 0 -1
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AG-AF 1 -54
A -AG 0 -44
Webs Tens.Comp.
Q - P 0 -15
P - Q 0 -53
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AE 0 -138
C -AD 0 -133
D -AC 0 -133
E -AB 0 -134
F -AA 0 -133
G - Z 0 -139
H - X 0 -133
Gables Tens.Comp.
J - W 0 -138
K - V 0 -133
L - U 0 -134
M - T 0 -133
N - S 0 -134
O - R 0 -134
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 P 999 360
VERT(CL):0.001 P 999 240
HORZ(LL):0.003 P - -
HORZ(TL):0.005 P - -
Creep Factor: 2.0
Max TC CSI:0.147
Max BC CSI:0.032
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE02
Ply: 1
Qty:1
Wgt: 102.8 lbs
DRW:
.../...08/23/2022
3"8
18'8"
1'2"8
1'4"(TYP)1'8"10'1"2
A B C D E F G H I J K L M N O P
QRSTUVWXYZAAABACADAEAF
AG
3X3 W=3X4
W=3X4 3X3
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 21.21BC 120 0.19 21.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AJ 54 /-/-/-/-/-
S*109 /-/-/-/-/-
AJ Brg Wid = 5.5 Min Req =1.5 (Truss)
S Brg Wid = 248 Min Req =-
Bearings AJ & AJ Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
D - E 0 0
E - F 0 0
F - G 0 0
G - H 0 0H - I 0 0
I - J 0 0
Chords Tens.Comp.
J - K 0 0
K - L 0 0
L - M 0 0
M - N 0 0
N - O 0 0
O - P 0 0
P - Q 0 0Q - R 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AJ-AI 0 0
AI-AH 0 0
AH-AG 0 0
AG-AF 0 0
AF-AE 0 0
AE-AD 0 0
AD-AC 0 0
AC-AB 0 0
AB-AA 0 0
Chords Tens.Comp.
AA- Z 0 0
Z - Y 0 0
Y - X 0 0
X - W 0 0
W -V 0 0
V - U 0 0
U - T 0 0
T - S 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AK-AJ 0 -50
A -AK 0 -41
Webs Tens.Comp.
R - S 0 -50
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AI 0 -134
C -AH 0 -134
D -AG 0 -133
E -AF 0 -133
F -AE 0 -133
Gables Tens.Comp.
K - Z 0 -133
L - Y 0 -133
M - X 0 -133
N - W 0 -133
O - V 0 -134
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 R 999 360
VERT(CL):0.001 R 999 240
HORZ(LL):-0.000 R - -
HORZ(TL):0.001 R - -
Creep Factor: 2.0
Max TC CSI:0.169
Max BC CSI:0.034
Max Web CSI:0.034
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE03
Ply: 1
Qty:1
Wgt: 111.2 lbs Page 1 of 2
DRW:
.../...08/23/2022
3"8
21'2"8
1'1"12
1'4"(TYP)
1'2"8
1'8"10'1"2
A B C D E F G H I J K L M N O P Q R
STUVWXYZAAABACADAEAFAGAHAIAJ
AK
3X3
W=3X4
W=3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 21.21BC 120 0.19 21.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
AJ 54 /-/-/-/-/-
S*109 /-/-/-/-/-
AJ Brg Wid = 5.5 Min Req =1.5 (Truss)
S Brg Wid = 248 Min Req =-
Bearings AJ & AJ Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
D - E 0 0
E - F 0 0
F - G 0 0
G - H 0 0H - I 0 0
I - J 0 0
Chords Tens.Comp.
J - K 0 0
K - L 0 0
L - M 0 0
M - N 0 0
N - O 0 0
O - P 0 0
P - Q 0 0Q - R 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AJ-AI 0 0
AI-AH 0 0
AH-AG 0 0
AG-AF 0 0
AF-AE 0 0
AE-AD 0 0
AD-AC 0 0
AC-AB 0 0
AB-AA 0 0
Chords Tens.Comp.
AA- Z 0 0
Z - Y 0 0
Y - X 0 0
X - W 0 0
W -V 0 0
V - U 0 0
U - T 0 0
T - S 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AK-AJ 0 -50
A -AK 0 -41
Webs Tens.Comp.
R - S 0 -50
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AI 0 -134
C -AH 0 -134
D -AG 0 -133
E -AF 0 -133
F -AE 0 -133
Gables Tens.Comp.
K - Z 0 -133
L - Y 0 -133
M - X 0 -133
N - W 0 -133
O - V 0 -134
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 R 999 360
VERT(CL):0.001 R 999 240
HORZ(LL):-0.000 R - -
HORZ(TL):0.001 R - -
Creep Factor: 2.0
Max TC CSI:0.169
Max BC CSI:0.034
Max Web CSI:0.034
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE03
Ply: 1
Qty:1
Wgt: 111.2 lbs Page 1 of 2
DRW:
.../...08/23/2022
3"8
21'2"8
1'1"12
1'4"(TYP)
1'2"8
1'8"10'1"2
A B C D E F G H I J K L M N O P Q R
STUVWXYZAAABACADAEAFAGAHAIAJ
AK
3X3
W=3X4
W=3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
G -AD 0 -133
H -AC 0 -133J -AB 0 -133
P - U 0 -131
Q - T 0 -146
Job Number:18414
Turner Residence
Truss Label:FGE03
Ply: 1
Qty:1
Wgt: 111.2 lbs Page 2 of 2
DRW:
.../...08/23/2022
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 22.63BC 120 0.19 22.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*109 /-/-/-/-/-
U Brg Wid = 271 Min Req =-
Bearing AN Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
D - E 0 0
E - F 0 0
F - G 0 0
G - H 0 0
H - I 0 0
I - J 0 0J - K 0 0
Chords Tens.Comp.
K - L 0 0
L - M 0 0
M - N 0 0
N - O 0 0
O - P 0 0
P - Q 0 0
Q - R 0 0
R - S 0 0
S - T 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AN-AM 0 0
AM-AL 0 0
AL-AK 0 0
AK-AJ 0 0
AJ-AI 0 0
AI-AH 0 0
AH-AG 0 0
AG-AF 0 0
AF-AE 0 0
AE-AD 0 0
Chords Tens.Comp.
AD-AC 0 0
AC-AB 0 0
AB-AA 0 0
AA- Z 0 0
Z - Y 0 0
Y - X 0 0
X - W 0 0
W -V 0 0
V - U 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AO-AN 0 -12
A -AO 0 -1
Webs Tens.Comp.
T - U 0 -16
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AM 0 -107
C -AL 0 -139
D -AK 0 -132
E -AJ 0 -134
F -AI 0 -133
Gables Tens.Comp.
L -AC 0 -133
M -AB 0 -133
N -AA 0 -133
O - Z 0 -133
P - Y 0 -134
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 269
HORZ(LL):-0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.136
Max BC CSI:0.032
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE04
Ply: 1
Qty:1
Wgt: 122.4 lbs Page 1 of 2
DRW:
.../...08/23/2022
3"8
22'7"8
6"4
1'4"(TYP)
7"1'8"10'1"2
A B C D E F G H I J K L M N O P Q R S T
UVWXYZAAABACADAEAFAGAHAIAJAKALAMAN
AO
3X3 W=3X4
W=3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 22.63BC 120 0.19 22.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
See detail STRBRIBR1014 for bracing and bridgingrecommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
U*109 /-/-/-/-/-
U Brg Wid = 271 Min Req =-
Bearing AN Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
D - E 0 0
E - F 0 0
F - G 0 0
G - H 0 0
H - I 0 0
I - J 0 0J - K 0 0
Chords Tens.Comp.
K - L 0 0
L - M 0 0
M - N 0 0
N - O 0 0
O - P 0 0
P - Q 0 0
Q - R 0 0
R - S 0 0
S - T 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
AN-AM 0 0
AM-AL 0 0
AL-AK 0 0
AK-AJ 0 0
AJ-AI 0 0
AI-AH 0 0
AH-AG 0 0
AG-AF 0 0
AF-AE 0 0
AE-AD 0 0
Chords Tens.Comp.
AD-AC 0 0
AC-AB 0 0
AB-AA 0 0
AA- Z 0 0
Z - Y 0 0
Y - X 0 0
X - W 0 0
W -V 0 0
V - U 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AO-AN 0 -12
A -AO 0 -1
Webs Tens.Comp.
T - U 0 -16
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B -AM 0 -107
C -AL 0 -139
D -AK 0 -132
E -AJ 0 -134
F -AI 0 -133
Gables Tens.Comp.
L -AC 0 -133
M -AB 0 -133
N -AA 0 -133
O - Z 0 -133
P - Y 0 -134
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 269
HORZ(LL):-0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.136
Max BC CSI:0.032
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE04
Ply: 1
Qty:1
Wgt: 122.4 lbs Page 1 of 2
DRW:
.../...08/23/2022
3"8
22'7"8
6"4
1'4"(TYP)
7"1'8"10'1"2
A B C D E F G H I J K L M N O P Q R S T
UVWXYZAAABACADAEAFAGAHAIAJAKALAMAN
AO
3X3 W=3X4
W=3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
G -AH 0 -133
H -AG 0 -133I -AF 0 -133
J -AD 0 -133
Q - X 0 -132
R - W 0 -138S - V 0 -112
Job Number:18414
Turner Residence
Truss Label:FGE04
Ply: 1
Qty:1
Wgt: 122.4 lbs Page 2 of 2
DRW:
.../...08/23/2022
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 4.50BC 52 0.19 4.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 32 /-/-/-/-/-
F*111 /-/-/-/-/-
J Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 48.5 Min Req =-
Bearings J & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
Chords Tens.Comp.
C - D 0 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 0 0
I - H 0 0
Chords Tens.Comp.
H - G 0 0
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - J 0 -31
A - K 0 -21
Webs Tens.Comp.
E - F 0 -32
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - I 0 -122
C - H 0 -140
Gables Tens.Comp.
D - G 0 -129
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 D 999 240
HORZ(LL):-0.000 E - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.138
Max BC CSI:0.033
Max Web CSI:0.033
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE05
Ply: 1
Qty:1
Wgt: 30.0 lbs
DRW:
.../...08/23/2022
3"8
4'6"
9"8
1'4"
(TYP)
10"4
1'8"10'1"2
A B C D E
F
GHI
J
K
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 4.50BC 52 0.19 4.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 32 /-/-/-/-/-
F*111 /-/-/-/-/-
J Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 48.5 Min Req =-
Bearings J & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
Chords Tens.Comp.
C - D 0 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 0 0
I - H 0 0
Chords Tens.Comp.
H - G 0 0
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - J 0 -31
A - K 0 -21
Webs Tens.Comp.
E - F 0 -32
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - I 0 -122
C - H 0 -140
Gables Tens.Comp.
D - G 0 -129
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 D 999 240
HORZ(LL):-0.000 E - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.138
Max BC CSI:0.033
Max Web CSI:0.033
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE05
Ply: 1
Qty:1
Wgt: 30.0 lbs
DRW:
.../...08/23/2022
3"8
4'6"
9"8
1'4"
(TYP)
10"4
1'8"10'1"2
A B C D E
F
GHI
J
K
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 4.96BC 57 0.19 4.96Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F*107 /-/-/-/-/-
F Brg Wid = 59.5 Min Req =-
Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
Chords Tens.Comp.
C - D 0 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 0 0
I - H 0 0
Chords Tens.Comp.
H - G 0 0
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - J 0 -43
A - K 0 -34
Webs Tens.Comp.
E - F 0 -44
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - I 0 -127
C - H 0 -135
Gables Tens.Comp.
D - G 0 -137
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 E 999 360
VERT(CL):0.000 E 999 240
HORZ(LL):-0.000 E - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.146
Max BC CSI:0.032
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE07
Ply: 1
Qty:1
Wgt: 30.0 lbs
DRW:
.../...08/23/2022
3"8
4'11"8
1'0"4
1'4"
(TYP)
1'1"1'8"10'1"2
A B C D E
F
GHI
J
K
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 4.96BC 57 0.19 4.96Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F*107 /-/-/-/-/-
F Brg Wid = 59.5 Min Req =-
Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
Chords Tens.Comp.
C - D 0 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 0 0
I - H 0 0
Chords Tens.Comp.
H - G 0 0
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
K - J 0 -43
A - K 0 -34
Webs Tens.Comp.
E - F 0 -44
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - I 0 -127
C - H 0 -135
Gables Tens.Comp.
D - G 0 -137
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 E 999 360
VERT(CL):0.000 E 999 240
HORZ(LL):-0.000 E - -
HORZ(TL):0.001 E - -
Creep Factor: 2.0
Max TC CSI:0.146
Max BC CSI:0.032
Max Web CSI:0.032
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE07
Ply: 1
Qty:1
Wgt: 30.0 lbs
DRW:
.../...08/23/2022
3"8
4'11"8
1'0"4
1'4"
(TYP)
1'1"1'8"10'1"2
A B C D E
F
GHI
J
K
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 2.79BC 31 0.19 2.79Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*106 /-/-/-/-/-
D Brg Wid = 33.5 Min Req =-
Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
Chords Tens.Comp.
B - C 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
F - E 0 0
Chords Tens.Comp.
E - D 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
G - F 0 -52
A - G 0 -43
Webs Tens.Comp.
C - D 0 -55
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - E 0 -162
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.001 C 999 240
HORZ(LL):-0.000 C - -
HORZ(TL):0.001 C - -
Creep Factor: 2.0
Max TC CSI:0.206
Max BC CSI:0.040
Max Web CSI:0.038
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE08
Ply: 1
Qty:1
Wgt: 18.8 lbs
DRW:
.../...08/23/2022
3"8
2'9"81'8"10'1"2
A B C
D
E
F
G
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 2.79BC 31 0.19 2.79Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*106 /-/-/-/-/-
D Brg Wid = 33.5 Min Req =-
Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
Chords Tens.Comp.
B - C 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
F - E 0 0
Chords Tens.Comp.
E - D 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
G - F 0 -52
A - G 0 -43
Webs Tens.Comp.
C - D 0 -55
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - E 0 -162
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.001 C 999 240
HORZ(LL):-0.000 C - -
HORZ(TL):0.001 C - -
Creep Factor: 2.0
Max TC CSI:0.206
Max BC CSI:0.040
Max Web CSI:0.038
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE08
Ply: 1
Qty:1
Wgt: 18.8 lbs
DRW:
.../...08/23/2022
3"8
2'9"81'8"10'1"2
A B C
D
E
F
G
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 3.83BC 46 0.00 3.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*110 /-/-/-/-/-
J Brg Wid = 46.0 Min Req =-
Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
Chords Tens.Comp.
C - D 0 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 0 0
I - H 0 0
Chords Tens.Comp.
H - G 0 0
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 0 -12
Webs Tens.Comp.
E - F 0 -12
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - I 0 -108
C - H 0 -143
Gables Tens.Comp.
D - G 0 -108
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):-0.000 J - -
HORZ(TL):0.000 J - -
Creep Factor: 2.0
Max TC CSI:0.143
Max BC CSI:0.034
Max Web CSI:0.033
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE09
Ply: 1
Qty:1
Wgt: 25.2 lbs
DRW:
.../...08/23/2022
3'10"
7"
1'4"
(TYP)
6"4
1'8"10'1"2
A B C D E
F
GHI
J
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 3.83BC 46 0.00 3.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J*110 /-/-/-/-/-
J Brg Wid = 46.0 Min Req =-
Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
Chords Tens.Comp.
C - D 0 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
J - I 0 0
I - H 0 0
Chords Tens.Comp.
H - G 0 0
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 0 -12
Webs Tens.Comp.
E - F 0 -12
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - I 0 -108
C - H 0 -143
Gables Tens.Comp.
D - G 0 -108
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):-0.000 J - -
HORZ(TL):0.000 J - -
Creep Factor: 2.0
Max TC CSI:0.143
Max BC CSI:0.034
Max Web CSI:0.033
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE09
Ply: 1
Qty:1
Wgt: 25.2 lbs
DRW:
.../...08/23/2022
3'10"
7"
1'4"
(TYP)
6"4
1'8"10'1"2
A B C D E
F
GHI
J
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*108 /-/-/-/-/-
H Brg Wid = 77.5 Min Req =-
Bearing N Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
Chords Tens.Comp.
D - E 0 0
E - F 0 0
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 0 0
M - L 0 0
L - K 0 0
Chords Tens.Comp.
K - J 0 0
J - I 0 0
I - H 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - N 1 -6
A - O 7 0
Webs Tens.Comp.
G - H 0 -10
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - M 0 -106
C - L 0 -139
D - K 0 -131
Gables Tens.Comp.
E - J 0 -139
F - I 0 -109
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):-0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.137
Max BC CSI:0.033
Max Web CSI:0.033
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE10
Ply: 1
Qty:1
Wgt: 44.0 lbs
DRW:
.../...08/23/2022
3"8
6'5"8
5"4
1'4"
(TYP)
6"1'8"10'1"2
A B C D E F G
H
IJKLM
N
O
3X3
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3;
Bracing
Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner.
Fasten rated sheathing to one face of this frame.
Plating Notes
All plates are 1.5X3 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H*108 /-/-/-/-/-
H Brg Wid = 77.5 Min Req =-
Bearing N Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 0 0
B - C 0 0
C - D 0 0
Chords Tens.Comp.
D - E 0 0
E - F 0 0
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 0 0
M - L 0 0
L - K 0 0
Chords Tens.Comp.
K - J 0 0
J - I 0 0
I - H 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
O - N 1 -6
A - O 7 0
Webs Tens.Comp.
G - H 0 -10
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
B - M 0 -106
C - L 0 -139
D - K 0 -131
Gables Tens.Comp.
E - J 0 -139
F - I 0 -109
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.000 C 999 360
VERT(CL):0.000 C 999 240
HORZ(LL):-0.000 B - -
HORZ(TL):0.001 B - -
Creep Factor: 2.0
Max TC CSI:0.137
Max BC CSI:0.033
Max Web CSI:0.033
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FGE10
Ply: 1
Qty:1
Wgt: 44.0 lbs
DRW:
.../...08/23/2022
3"8
6'5"8
5"4
1'4"
(TYP)
6"1'8"10'1"2
A B C D E F G
H
IJKLM
N
O
3X3
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W1 2x4 SP #1;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 2.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 5.97TC: From 236 plf at 5.97 to 236 plf at 8.40BC: From 10 plf at 0.00 to 10 plf at 8.40
TC: 152 lb Conc. Load at 5.97TC: 3293 lb Conc. Load at 7.94
Plating Notes
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97
TC 24 5.97 8.40BC 99 0.15 8.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
The overall height of this truss excluding overhang is2-4-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 859 /-/-/-/-/-
F 3947 /-/-/-/-/-
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 5.5 Min Req =2.3 (Truss)
Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 16 0
B - D 0 -667
Chords Tens.Comp.
C - E 0 -850
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 593 0
Chords Tens.Comp.
G - F 30 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - D 5 -11
C - G 0 -453
Webs Tens.Comp.
G - E 943 0
E - F 0 -1956
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.037 D 999 360
VERT(CL):0.061 D 999 240
HORZ(LL):-0.013 E - -
HORZ(TL):0.021 E - -
Creep Factor: 2.0
Max TC CSI:0.901
Max BC CSI:0.369
Max Web CSI:0.748
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FT01
Ply: 2
Qty:2
Wgt: 78.4 lbs
DRW:
.../...08/23/2022
T2
W1
8'4"12
5'11"11
5'11"11
8'4"12
2'5"1
5'11"11
5'11"11
8'4"12
2'5"11'
4"3 1'8"2'4"12'7"9DT -8"1
10'1"2A
B
CD
E
FG
4 12
3X4(**)
3X4(**)3X4(**)
4X4
4X5(R)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W1 2x4 SP #1;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 2.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 5.97TC: From 236 plf at 5.97 to 236 plf at 8.40BC: From 10 plf at 0.00 to 10 plf at 8.40
TC: 152 lb Conc. Load at 5.97TC: 3293 lb Conc. Load at 7.94
Plating Notes
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97
TC 24 5.97 8.40BC 99 0.15 8.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
The overall height of this truss excluding overhang is2-4-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 859 /-/-/-/-/-
F 3947 /-/-/-/-/-
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 5.5 Min Req =2.3 (Truss)
Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 16 0
B - D 0 -667
Chords Tens.Comp.
C - E 0 -850
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - G 593 0
Chords Tens.Comp.
G - F 30 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - D 5 -11
C - G 0 -453
Webs Tens.Comp.
G - E 943 0
E - F 0 -1956
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.037 D 999 360
VERT(CL):0.061 D 999 240
HORZ(LL):-0.013 E - -
HORZ(TL):0.021 E - -
Creep Factor: 2.0
Max TC CSI:0.901
Max BC CSI:0.369
Max Web CSI:0.748
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FT01
Ply: 2
Qty:2
Wgt: 78.4 lbs
DRW:
.../...08/23/2022
T2
W1
8'4"12
5'11"11
5'11"11
8'4"12
2'5"1
5'11"11
5'11"11
8'4"12
2'5"11'
4"3 1'8"2'4"12'7"9DT -8"1
10'1"2A
B
CD
E
FG
4 12
3X4(**)
3X4(**)3X4(**)
4X4
4X5(R)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x6 SP 2400f-2.0E;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 9.81BC: From 10 plf at 0.00 to 10 plf at 9.81TC: 422 lb Conc. Load at 5.97
Plating Notes
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97TC 24 5.97 9.81BC 116 0.15 9.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
The overall height of this truss excluding overhang is2-4-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 829 /-/-/-/-/-
G 784 /-/-/-/-/-
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings B & G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 32 0
B - C 0 -1450
Chords Tens.Comp.
C - E 0 -236
D - F 0 -1501
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1318 0
I - H 1414 0
Chords Tens.Comp.
H - G 23 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 142 0
C - D 0 -1140
I - D 33 -135
D - E 19 -374
Webs Tens.Comp.
D - H 0 -527
H - F 1565 0
F - G 0 -756
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 E 999 360
VERT(CL):0.067 E 999 240
HORZ(LL):0.007 G - -
HORZ(TL):0.012 G - -
Creep Factor: 2.0
Max TC CSI:0.655
Max BC CSI:0.485
Max Web CSI:0.745
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FT02
Ply: 1
Qty:4
Wgt: 50.4 lbs
DRW:
.../...08/23/2022
W4
9'9"12
4'7"4
4'7"4
5'11"11
1'4"7
9'9"12
3'10"1
4'7"4
4'7"4
5'11"11
1'4"7
9'9"12
3'10"11'
4"3 1'8"2'4"12'7"9DT -8"1
10'1"2A
B
C
DE
F
GHI
4 12
3X4(**)
4X4
3X4
6X10(**)3X4
6X6(**)
4X8(**)
3X4(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x6 SP 2400f-2.0E;
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 9.81BC: From 10 plf at 0.00 to 10 plf at 9.81TC: 422 lb Conc. Load at 5.97
Plating Notes
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97TC 24 5.97 9.81BC 116 0.15 9.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Additional Notes
The overall height of this truss excluding overhang is2-4-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 829 /-/-/-/-/-
G 784 /-/-/-/-/-
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = 5.5 Min Req =1.5 (Truss)
Bearings B & G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 32 0
B - C 0 -1450
Chords Tens.Comp.
C - E 0 -236
D - F 0 -1501
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 1318 0
I - H 1414 0
Chords Tens.Comp.
H - G 23 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - I 142 0
C - D 0 -1140
I - D 33 -135
D - E 19 -374
Webs Tens.Comp.
D - H 0 -527
H - F 1565 0
F - G 0 -756
Loading Criteria (psf)
TCLL:40.00
TCDL:10.00
BCLL:0.00
BCDL:5.00
Des Ld:55.00
NCBCLL:10.00
Soffit:0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NA Kzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 E 999 360
VERT(CL):0.067 E 999 240
HORZ(LL):0.007 G - -
HORZ(TL):0.012 G - -
Creep Factor: 2.0
Max TC CSI:0.655
Max BC CSI:0.485
Max Web CSI:0.745
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:FT02
Ply: 1
Qty:4
Wgt: 50.4 lbs
DRW:
.../...08/23/2022
W4
9'9"12
4'7"4
4'7"4
5'11"11
1'4"7
9'9"12
3'10"1
4'7"4
4'7"4
5'11"11
1'4"7
9'9"12
3'10"11'
4"3 1'8"2'4"12'7"9DT -8"1
10'1"2A
B
C
DE
F
GHI
4 12
3X4(**)
4X4
3X4
6X10(**)3X4
6X6(**)
4X8(**)
3X4(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #1; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B2 2x4 SP 2400f-2.0E;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP 2400f-2.0E;
Stack Chord: SC2 2x4 SP #1;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 3X4 except as noted.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00TC 24 0.00 11.68TC 24 11.68 23.35TC 24 21.35 24.35BC 75 0.15 8.06BC 75 8.06 15.67BC 75 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is10-0-2.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 146 /-/-/270 /180 /345
Y*207 /-/-/118 /92 /-
S /-970
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)Y Brg Wid = 92.3 Min Req =-
Bearing Y is a rigid surface.
Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 33 0
B - C 901 -664
C - D 919 -649
D - E 918 -608E - F 919 -587
F - G 947 -574
G - H 802 -469
H - I 830 -455
I - J 781 -401
J - K 466 -237
Chords Tens.Comp.
K - L 1077 -538
L - M 1182 -586
M - N 1500 -720
N - O 1499 -715O - P 1477 -705
P - Q 1472 -700
Q - R 1476 -746
R - S 1546 -837
S - T 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AI 583 -602
AI-AH 552 -569
AH-AG 543 -552
AG-AF 545 -554
AF-AE 418 -422
AE-AD 547 -550
AD-AC 576 -555
AC-AB 611 -608
Chords Tens.Comp.
AB-AA 638 -820
AA- Z 648 -792
Z - Y 779 -1316
Y - X 674 -1119
X - W 673 -1118
W -V 671 -1117
V - U 668 -1115
U - S 664 -1118
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AA- L 1830 -848
Z - M 1009 -385
Webs Tens.Comp.
Y - M 471 -1347
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D -AI 111 -53
E -AH 38 -28
Gables Tens.Comp.
AA- K 457 -1010
L - Z 682 -1611
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.17 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.434 AH 432 240
VERT(CL):0.724 AH 259 187
HORZ(LL):0.357 E - -
HORZ(TL):0.613 E - -
Creep Factor: 2.0
Max TC CSI:0.543
Max BC CSI:0.839
Max Web CSI:0.690
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE01
Ply: 1
Qty:1
Wgt: 208.6 lbs Page 1 of 2
DRW:
.../...08/23/2022
SC1
T2
SC2
B2
23'4"4
3'8"2 1'4"
(TYP)
1'9"121'9"12 11'8"29'10"6 14'2"62'6"4
15'8"
1'5"10
21'6"85'10"8 23'3"41'8"13
23'4"4
1"
5"8
5"8
8'0"12
7'7"4
13'1"14
5'1"2
15'8"
2'6"2
23'4"4
7'8"41'1'
3'
(NNL)
3'
(NNL)
7"143'9"1010'0"210'6"12(a)
(a)(a)
21'3"A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q R
S
T
UVWXY
Z
AA
AB
AC
ADAEAFAG
AH
AI
10
12
612
5X7(**)
3X4(**)3X4(**)
4X4
5X5
4X8
3X8
4X4(**)
3X8
3X4(**)6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #1; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B2 2x4 SP 2400f-2.0E;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP 2400f-2.0E;
Stack Chord: SC2 2x4 SP #1;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
All plates are 3X4 except as noted.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00TC 24 0.00 11.68TC 24 11.68 23.35TC 24 21.35 24.35BC 75 0.15 8.06BC 75 8.06 15.67BC 75 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,
plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is10-0-2.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 146 /-/-/270 /180 /345
Y*207 /-/-/118 /92 /-
S /-970
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)Y Brg Wid = 92.3 Min Req =-
Bearing Y is a rigid surface.
Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 33 0
B - C 901 -664
C - D 919 -649
D - E 918 -608E - F 919 -587
F - G 947 -574
G - H 802 -469
H - I 830 -455
I - J 781 -401
J - K 466 -237
Chords Tens.Comp.
K - L 1077 -538
L - M 1182 -586
M - N 1500 -720
N - O 1499 -715O - P 1477 -705
P - Q 1472 -700
Q - R 1476 -746
R - S 1546 -837
S - T 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AI 583 -602
AI-AH 552 -569
AH-AG 543 -552
AG-AF 545 -554
AF-AE 418 -422
AE-AD 547 -550
AD-AC 576 -555
AC-AB 611 -608
Chords Tens.Comp.
AB-AA 638 -820
AA- Z 648 -792
Z - Y 779 -1316
Y - X 674 -1119
X - W 673 -1118
W -V 671 -1117
V - U 668 -1115
U - S 664 -1118
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
AA- L 1830 -848
Z - M 1009 -385
Webs Tens.Comp.
Y - M 471 -1347
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D -AI 111 -53
E -AH 38 -28
Gables Tens.Comp.
AA- K 457 -1010
L - Z 682 -1611
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.17 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.434 AH 432 240
VERT(CL):0.724 AH 259 187
HORZ(LL):0.357 E - -
HORZ(TL):0.613 E - -
Creep Factor: 2.0
Max TC CSI:0.543
Max BC CSI:0.839
Max Web CSI:0.690
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE01
Ply: 1
Qty:1
Wgt: 208.6 lbs Page 1 of 2
DRW:
.../...08/23/2022
SC1
T2
SC2
B2
23'4"4
3'8"2 1'4"
(TYP)
1'9"121'9"12 11'8"29'10"6 14'2"62'6"4
15'8"
1'5"10
21'6"85'10"8 23'3"41'8"13
23'4"4
1"
5"8
5"8
8'0"12
7'7"4
13'1"14
5'1"2
15'8"
2'6"2
23'4"4
7'8"41'1'
3'
(NNL)
3'
(NNL)
7"143'9"1010'0"210'6"12(a)
(a)(a)
21'3"A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q R
S
T
UVWXY
Z
AA
AB
AC
ADAEAFAG
AH
AI
10
12
612
5X7(**)
3X4(**)3X4(**)
4X4
5X5
4X8
3X8
4X4(**)
3X8
3X4(**)6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
F -AG 48 0
G -AF 327 -318H -AD 70 -8
I -AC 87 -104
AB- J 254 -501
X - N 97 -81
W -O 93 -64V - P 96 -75
U - Q 121 -91
Job Number:18414
Turner Residence
Truss Label:GE01
Ply: 1
Qty:1
Wgt: 208.6 lbs Page 2 of 2
DRW:
.../...08/23/2022
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.00 8.25TC 24 8.25 16.50TC 24 14.50 17.50BC 75 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is7-1-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 171 /-/-/124 /49 /255
B*67 /-/-/32 /37 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 192 Min Req =-Bearings B & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 63 -138
B - D 114 -132
C - D 53 -126
D - E 148 -171
E - F 123 -133F - G 112 -105
G - H 165 -86
H - I 253 -65
Chords Tens.Comp.
I - J 246 -44
J - K 152 -22
K - L 65 -28
L - M 46 -56
M - N 71 -135
N - O 31 -130N - P 122 -126
O - P 41 -114
P - Q 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AB 256 -113
AB-AA 259 -112
AA- Z 264 -112
Z - Y 267 -111
Y - X 270 -111
X - W 272 -111
Chords Tens.Comp.
W -V 272 -111
V - U 269 -110
U - T 266 -108
T - S 263 -107
S - R 258 -105
R - P 254 -104
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AB 64 -35
E -AA 139 -86
F - Z 116 -74
G - Y 139 -76
H - X 153 -88
I - W 42 -242
Gables Tens.Comp.
V - J 152 -88
U - K 139 -76
T - L 116 -74
S - M 139 -87
R - O 66 -28
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.74 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 I 999 240
VERT(CL):0.001 P 999 180
HORZ(LL):0.005 N - -
HORZ(TL):0.006 N - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.058
Max Web CSI:0.163
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE02
Ply: 1
Qty:1
Wgt: 140.0 lbs
DRW:
.../...08/23/2022
SC1 SC2
16'6"
1'7"
1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
8'3"
6'5"4
14'8"4
6'5"4
16'5"13
1'9"9
16'6"
0"3
16'6"
16'6"1'1'
3'
(NNL)
3'
(NNL)
7"147'1"137'8"821'3"A
B
C D
E
F
G
H
I
J
K
L
M
N O
P
Q
RSTUVWXYZAAAB
10
12
6X6(**)
3X4(**)
4X4
5X5(**)
3X4(**)6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.00 8.25TC 24 8.25 16.50TC 24 14.50 17.50BC 75 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is7-1-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 171 /-/-/124 /49 /255
B*67 /-/-/32 /37 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 192 Min Req =-Bearings B & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 63 -138
B - D 114 -132
C - D 53 -126
D - E 148 -171
E - F 123 -133F - G 112 -105
G - H 165 -86
H - I 253 -65
Chords Tens.Comp.
I - J 246 -44
J - K 152 -22
K - L 65 -28
L - M 46 -56
M - N 71 -135
N - O 31 -130N - P 122 -126
O - P 41 -114
P - Q 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B -AB 256 -113
AB-AA 259 -112
AA- Z 264 -112
Z - Y 267 -111
Y - X 270 -111
X - W 272 -111
Chords Tens.Comp.
W -V 272 -111
V - U 269 -110
U - T 266 -108
T - S 263 -107
S - R 258 -105
R - P 254 -104
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
C -AB 64 -35
E -AA 139 -86
F - Z 116 -74
G - Y 139 -76
H - X 153 -88
I - W 42 -242
Gables Tens.Comp.
V - J 152 -88
U - K 139 -76
T - L 116 -74
S - M 139 -87
R - O 66 -28
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.74 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.002 I 999 240
VERT(CL):0.001 P 999 180
HORZ(LL):0.005 N - -
HORZ(TL):0.006 N - -
Creep Factor: 2.0
Max TC CSI:0.151
Max BC CSI:0.058
Max Web CSI:0.163
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE02
Ply: 1
Qty:1
Wgt: 140.0 lbs
DRW:
.../...08/23/2022
SC1 SC2
16'6"
1'7"
1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
8'3"
6'5"4
14'8"4
6'5"4
16'5"13
1'9"9
16'6"
0"3
16'6"
16'6"1'1'
3'
(NNL)
3'
(NNL)
7"147'1"137'8"821'3"A
B
C D
E
F
G
H
I
J
K
L
M
N O
P
Q
RSTUVWXYZAAAB
10
12
6X6(**)
3X4(**)
4X4
5X5(**)
3X4(**)6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-8-5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 175 /-/-/91 /34 /209
B*67 /-/-/30 /34 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 150 Min Req =-Bearings B & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 177 -246
C - D 118 -142
D - E 94 -96
E - F 117 -76
F - G 217 -56
Chords Tens.Comp.
G - H 208 -35
H - I 102 -20
I - J 31 -32
J - K 54 -126
K - L 160 -249
L - M 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 242 -95T - S 249 -93
S - R 253 -93
R - Q 256 -93
Chords Tens.Comp.
Q - P 256 -93P - O 252 -91
O - N 248 -89
N - L 240 -87
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - T 172 -91
E - S 145 -72
F - R 178 -88G - Q 31 -189
Gables Tens.Comp.
P - H 177 -88
O - I 146 -74
N - J 170 -85
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.01 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 C 999 240
VERT(CL):0.001 L 999 180
HORZ(LL):0.003 K - -
HORZ(TL):0.004 K - -
Creep Factor: 2.0
Max TC CSI:0.166
Max BC CSI:0.059
Max Web CSI:0.083
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE03
Ply: 1
Qty:1
Wgt: 95.2 lbs
DRW:
.../...08/23/2022
SC1 SC2
13'
2'6"1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
6'6"
4'8"4
11'2"4
4'8"4
12'11"13
1'9"9
13'
0"3
13'
13'1'1'
3'
(NNL)
3'
(NNL)
7"145'8"56'3"21'3"A
B
C D
E
F
G
H
I
J K
L
M
NOPQRST
10
12
6X6(**)
3X4(**)
4X4
3X4(**)6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-8-5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 175 /-/-/91 /34 /209
B*67 /-/-/30 /34 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 150 Min Req =-Bearings B & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 177 -246
C - D 118 -142
D - E 94 -96
E - F 117 -76
F - G 217 -56
Chords Tens.Comp.
G - H 208 -35
H - I 102 -20
I - J 31 -32
J - K 54 -126
K - L 160 -249
L - M 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 242 -95T - S 249 -93
S - R 253 -93
R - Q 256 -93
Chords Tens.Comp.
Q - P 256 -93P - O 252 -91
O - N 248 -89
N - L 240 -87
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - T 172 -91
E - S 145 -72
F - R 178 -88G - Q 31 -189
Gables Tens.Comp.
P - H 177 -88
O - I 146 -74
N - J 170 -85
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.01 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 C 999 240
VERT(CL):0.001 L 999 180
HORZ(LL):0.003 K - -
HORZ(TL):0.004 K - -
Creep Factor: 2.0
Max TC CSI:0.166
Max BC CSI:0.059
Max Web CSI:0.083
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE03
Ply: 1
Qty:1
Wgt: 95.2 lbs
DRW:
.../...08/23/2022
SC1 SC2
13'
2'6"1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
6'6"
4'8"4
11'2"4
4'8"4
12'11"13
1'9"9
13'
0"3
13'
13'1'1'
3'
(NNL)
3'
(NNL)
7"145'8"56'3"21'3"A
B
C D
E
F
G
H
I
J K
L
M
NOPQRST
10
12
6X6(**)
3X4(**)
4X4
3X4(**)6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.07
TC 24 0.00 4.83TC 24 4.83 9.67TC 24 7.59 10.67BC 75 0.00 9.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is4-3-11.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*81 /-/-/35 /32 /17
Wind reactions based on MWFRS
B Brg Wid = 116 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 184 -212
C - D 35 -74
D - E 43 -14
E - F 128 -23
Chords Tens.Comp.
F - G 141 -43
G - H 77 -63
H - I 84 -98
I - J 169 -211
J - K 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 181 -74
P - O 188 -76
O - N 193 -79
Chords Tens.Comp.
N - M 193 -79
M - L 189 -79
L - J 185 -80
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - P 135 -65
E - O 165 -92
F - N 16 -105
Gables Tens.Comp.
M - G 165 -92
L - H 135 -65
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.32 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 240
VERT(CL):0.002 B 999 180
HORZ(LL):-0.002 E - -
HORZ(TL):0.002 E - -
Creep Factor: 2.0
Max TC CSI:0.150
Max BC CSI:0.056
Max Web CSI:0.041
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE04
Ply: 1
Qty:1
Wgt: 67.2 lbs
DRW:
.../...08/23/2022
SC1
SC2
9'8"
2'2"1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
4'10"
3'0"4
7'10"4
3'0"4
9'7"13
1'9"9
9'8"
0"3
9'8"
9'8"1'1'
3'
(NNL)
3'
(NNL)
7"144'3"114'10"521'3"A
B
CD
E
F
G
H I
J
K
LMNOP
10
12
6X6(**)
3X4(**)
4X4
3X4(**)6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.07
TC 24 0.00 4.83TC 24 4.83 9.67TC 24 7.59 10.67BC 75 0.00 9.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is4-3-11.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*81 /-/-/35 /32 /17
Wind reactions based on MWFRS
B Brg Wid = 116 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 184 -212
C - D 35 -74
D - E 43 -14
E - F 128 -23
Chords Tens.Comp.
F - G 141 -43
G - H 77 -63
H - I 84 -98
I - J 169 -211
J - K 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 181 -74
P - O 188 -76
O - N 193 -79
Chords Tens.Comp.
N - M 193 -79
M - L 189 -79
L - J 185 -80
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - P 135 -65
E - O 165 -92
F - N 16 -105
Gables Tens.Comp.
M - G 165 -92
L - H 135 -65
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.32 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.001 B 999 240
VERT(CL):0.002 B 999 180
HORZ(LL):-0.002 E - -
HORZ(TL):0.002 E - -
Creep Factor: 2.0
Max TC CSI:0.150
Max BC CSI:0.056
Max Web CSI:0.041
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE04
Ply: 1
Qty:1
Wgt: 67.2 lbs
DRW:
.../...08/23/2022
SC1
SC2
9'8"
2'2"1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
4'10"
3'0"4
7'10"4
3'0"4
9'7"13
1'9"9
9'8"
0"3
9'8"
9'8"1'1'
3'
(NNL)
3'
(NNL)
7"144'3"114'10"521'3"A
B
CD
E
F
G
H I
J
K
LMNOP
10
12
6X6(**)
3X4(**)
4X4
3X4(**)6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-8-5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*67 /-/-/31 /34 /17
L 173 /-/-/94 /21 /-
Wind reactions based on MWFRS
B Brg Wid = 150 Min Req =-
L Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & L are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 188 -259
C - D 117 -141
D - E 94 -95
E - F 116 -76
F - G 215 -55
Chords Tens.Comp.
G - H 207 -35
H - I 102 -22
I - J 31 -33
J - K 55 -129
K - L 153 -239
L - M 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 244 -95T - S 250 -94
S - R 254 -93
R - Q 258 -93
Chords Tens.Comp.
Q - P 258 -93P - O 254 -92
O - N 249 -90
N - L 242 -88
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - T 170 -85
E - S 146 -74
F - R 178 -88G - Q 30 -187
Gables Tens.Comp.
P - H 177 -88
O - I 145 -72
N - J 172 -91
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.01 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 K 999 240
VERT(CL):0.002 B 999 180
HORZ(LL):0.003 K - -
HORZ(TL):0.004 K - -
Creep Factor: 2.0
Max TC CSI:0.166
Max BC CSI:0.058
Max Web CSI:0.081
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE05
Ply: 1
Qty:1
Wgt: 95.2 lbs
DRW:
.../...08/23/2022
SC1 SC2
13'
2'6"1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
6'6"
4'8"4
11'2"4
4'8"4
12'11"13
1'9"9
13'
0"3
13'
13'1'1'
3'
(NNL)
3'
(NNL)
7"145'8"56'3"21'3"A
B
C D
E
F
G
H
I
J K
L
M
NOPQRST
10
12
6X6(**)
3X4(**)
4X4
3X4(**)6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is5-8-5.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*67 /-/-/31 /34 /17
L 173 /-/-/94 /21 /-
Wind reactions based on MWFRS
B Brg Wid = 150 Min Req =-
L Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & L are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 188 -259
C - D 117 -141
D - E 94 -95
E - F 116 -76
F - G 215 -55
Chords Tens.Comp.
G - H 207 -35
H - I 102 -22
I - J 31 -33
J - K 55 -129
K - L 153 -239
L - M 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - T 244 -95T - S 250 -94
S - R 254 -93
R - Q 258 -93
Chords Tens.Comp.
Q - P 258 -93P - O 254 -92
O - N 249 -90
N - L 242 -88
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - T 170 -85
E - S 146 -74
F - R 178 -88G - Q 30 -187
Gables Tens.Comp.
P - H 177 -88
O - I 145 -72
N - J 172 -91
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.01 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.001 K 999 240
VERT(CL):0.002 B 999 180
HORZ(LL):0.003 K - -
HORZ(TL):0.004 K - -
Creep Factor: 2.0
Max TC CSI:0.166
Max BC CSI:0.058
Max Web CSI:0.081
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE05
Ply: 1
Qty:1
Wgt: 95.2 lbs
DRW:
.../...08/23/2022
SC1 SC2
13'
2'6"1'4"(TYP)
0"3
0"3
1'9"12
1'9"9
6'6"
4'8"4
11'2"4
4'8"4
12'11"13
1'9"9
13'
0"3
13'
13'1'1'
3'
(NNL)
3'
(NNL)
7"145'8"56'3"21'3"A
B
C D
E
F
G
H
I
J K
L
M
NOPQRST
10
12
6X6(**)
3X4(**)
4X4
3X4(**)6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 3X4(A1) except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00
TC 24 1.62 8.25TC 24 8.25 14.88TC 24 13.50 17.50BC 75 0.75 8.25BC 75 8.25 15.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"
oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is3-1-10.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*36 /-/-/20 /9 /-
H*123 /-/-/50 /39 /10
Wind reactions based on MWFRS
B Brg Wid = 93.5 Min Req =-
H Brg Wid = 93.5 Min Req =-Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1011 -1297
F - G 19 0
A - B 19 0
B - C 444 -433
Chords Tens.Comp.
C - D 841 -824
D - E 841 -824
E - F 1011 -1297
E - F 444 -433
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 936 -747
Chords Tens.Comp.
H - F 936 -747
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - H 929 -900
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.209 C 430 240
VERT(CL):0.364 C 247 180
HORZ(LL):-0.073 E - -
HORZ(TL):0.122 E - -
Creep Factor: 2.0
Max TC CSI:0.870
Max BC CSI:0.868
Max Web CSI:0.277
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE06
Ply: 1
Qty:1
Wgt: 65.8 lbs
DRW:
.../...08/23/2022
SC1 SC2
5"8 15'7"5"8
11"9
11"9
2'10"12
1'11"3
8'3"
5'4"4
13'7"4
5'4"4
15'6"7
1'11"3
16'6"
11"9
7'9"8
7'9"8
15'7"
7'9"81'1'
4'
(NNL)
4'
(NNL)
4"41'7"83'1"103'5"1010'1"2
11'8"10
A
B
C
D
E
F
G
H
4.5 12
2.512
3X8(C6)3X4(**)
4X4
4X5(**)
3X4(**)3X8(C6)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Stack Chord: SC2 2x4 SP #2;
Plating Notes
All plates are 3X4(A1) except as noted.
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00
TC 24 1.62 8.25TC 24 8.25 14.88TC 24 13.50 17.50BC 75 0.75 8.25BC 75 8.25 15.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left and right cantilevers are exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"
oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is3-1-10.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B*36 /-/-/20 /9 /-
H*123 /-/-/50 /39 /10
Wind reactions based on MWFRS
B Brg Wid = 93.5 Min Req =-
H Brg Wid = 93.5 Min Req =-Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - C 1011 -1297
F - G 19 0
A - B 19 0
B - C 444 -433
Chords Tens.Comp.
C - D 841 -824
D - E 841 -824
E - F 1011 -1297
E - F 444 -433
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 936 -747
Chords Tens.Comp.
H - F 936 -747
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - H 929 -900
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.209 C 430 240
VERT(CL):0.364 C 247 180
HORZ(LL):-0.073 E - -
HORZ(TL):0.122 E - -
Creep Factor: 2.0
Max TC CSI:0.870
Max BC CSI:0.868
Max Web CSI:0.277
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE06
Ply: 1
Qty:1
Wgt: 65.8 lbs
DRW:
.../...08/23/2022
SC1 SC2
5"8 15'7"5"8
11"9
11"9
2'10"12
1'11"3
8'3"
5'4"4
13'7"4
5'4"4
15'6"7
1'11"3
16'6"
11"9
7'9"8
7'9"8
15'7"
7'9"81'1'
4'
(NNL)
4'
(NNL)
4"41'7"83'1"103'5"1010'1"2
11'8"10
A
B
C
D
E
F
G
H
4.5 12
2.512
3X8(C6)3X4(**)
4X4
4X5(**)
3X4(**)3X8(C6)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 1.92 13.13
BC 115 0.29 12.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is2-9-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 479 /-/-/200 /155 /102
J 420 /-/-/165 /147 /-
Wind reactions based on MWFRS
P Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 1.5 Min Req =1.5 (Support)Bearings P & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 12 0
B - C 1206 -1287
C - D 1173 -1260
D - E 896 -992
Chords Tens.Comp.
E - F 88 -163
F - G 4 -53
G - H 22 -49
H - I 12 -28
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1234 -1304
O - N 805 -813
N - M 33 -33
Chords Tens.Comp.
M - L 33 -33
L - K 29 -29
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - O 487 -396
E - N 1231 -1221
Webs Tens.Comp.
J - K 340 -350
J - I 73 -61
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
O - E 767 -748
N - F 514 -518
Gables Tens.Comp.
G - M 46 0
H - L 297 -263
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.347 F 428 240
VERT(CL):0.553 F 268 180
HORZ(LL):0.043 F - -
HORZ(TL):0.069 F - -
Creep Factor: 2.0
Max TC CSI:0.794
Max BC CSI:0.997
Max Web CSI:0.487
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE07
Ply: 1
Qty:1
Wgt: 70.0 lbs
DRW:
.../...08/23/2022
SC1
13'1"8
7'10"12
1'4"
(TYP)
9"8
1'2"6
1'2"6
2'11"5
1'8"14
6'7"2
3'7"13
8'0"8
1'5"6
12'10"
4'9"8
13'1"8
3"8
7'9"
7'9"
9'1"
1'4"
12'10"
3'9"
13'1"8
3"8
1'
4'
(NNL)1'4"1 1'9"52'9"52'11"510'1"2
11'1"2
A
B C
D E F G H I
J
KLMNOP
2.5 12
3X4(**)
3X8(**)3X4(**)
4X4
4X4
3X4(**)
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 3X4 except as noted.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 1.92 13.13
BC 115 0.29 12.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is2-9-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
P 479 /-/-/200 /155 /102
J 420 /-/-/165 /147 /-
Wind reactions based on MWFRS
P Brg Wid = 3.5 Min Req =1.5 (Truss)
J Brg Wid = 1.5 Min Req =1.5 (Support)Bearings P & J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 12 0
B - C 1206 -1287
C - D 1173 -1260
D - E 896 -992
Chords Tens.Comp.
E - F 88 -163
F - G 4 -53
G - H 22 -49
H - I 12 -28
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - O 1234 -1304
O - N 805 -813
N - M 33 -33
Chords Tens.Comp.
M - L 33 -33
L - K 29 -29
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
D - O 487 -396
E - N 1231 -1221
Webs Tens.Comp.
J - K 340 -350
J - I 73 -61
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
O - E 767 -748
N - F 514 -518
Gables Tens.Comp.
G - M 46 0
H - L 297 -263
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.347 F 428 240
VERT(CL):0.553 F 268 180
HORZ(LL):0.043 F - -
HORZ(TL):0.069 F - -
Creep Factor: 2.0
Max TC CSI:0.794
Max BC CSI:0.997
Max Web CSI:0.487
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE07
Ply: 1
Qty:1
Wgt: 70.0 lbs
DRW:
.../...08/23/2022
SC1
13'1"8
7'10"12
1'4"
(TYP)
9"8
1'2"6
1'2"6
2'11"5
1'8"14
6'7"2
3'7"13
8'0"8
1'5"6
12'10"
4'9"8
13'1"8
3"8
7'9"
7'9"
9'1"
1'4"
12'10"
3'9"
13'1"8
3"8
1'
4'
(NNL)1'4"1 1'9"52'9"52'11"510'1"2
11'1"2
A
B C
D E F G H I
J
KLMNOP
2.5 12
3X4(**)
3X8(**)3X4(**)
4X4
4X4
3X4(**)
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 3X4(**) except as noted.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 0.29 7.81
BC 90 0.29 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is2-7-12.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 328 /-/-/161 /87 /100
G 237 /-/-/109 /87 /-
Wind reactions based on MWFRS
J Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = 1.5 Min Req =-Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 0
B - C 414 -529
C - D 0 -83
Chords Tens.Comp.
D - E 0 -36
E - F 3 -20
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 40 -55
I - H 37 -48
Chords Tens.Comp.
H - G 36 -47
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - I 190 -87
E - H 35 -21
Gables Tens.Comp.
F - G 158 -116
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.153 C 590 240
VERT(CL):0.245 C 368 180
HORZ(LL):0.037 C - -
HORZ(TL):0.059 C - -
Creep Factor: 2.0
Max TC CSI:0.633
Max BC CSI:0.625
Max Web CSI:0.183
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE08
Ply: 1
Qty:2
Wgt: 39.2 lbs
DRW:
.../...08/23/2022
SC1
9"
9"
2'10"14
2'1"14
5'2"14
2'4"
6'6"14
1'4"
7'7"12
1'0"14
7'9"12
2"
5'2"14
5'2"14
6'6"14
1'4"
7'7"12
1'0"14
7'9"12
2"
1'
4'
(NNL)
4"3 2'7"122'11"410'1"2A
B
C
D
E
F
GHIJ
4 12
4X5(**)
3X4
3X4
3X4
3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2;
Plating Notes
All plates are 3X4(**) except as noted.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 0.29 7.81
BC 90 0.29 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Gable end supports 8" max rake overhang. Topchord must not be cut or notched.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is2-7-12.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 328 /-/-/161 /87 /100
G 237 /-/-/109 /87 /-
Wind reactions based on MWFRS
J Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = 1.5 Min Req =-Bearing J Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 0
B - C 414 -529
C - D 0 -83
Chords Tens.Comp.
D - E 0 -36
E - F 3 -20
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 40 -55
I - H 37 -48
Chords Tens.Comp.
H - G 36 -47
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - I 190 -87
E - H 35 -21
Gables Tens.Comp.
F - G 158 -116
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.153 C 590 240
VERT(CL):0.245 C 368 180
HORZ(LL):0.037 C - -
HORZ(TL):0.059 C - -
Creep Factor: 2.0
Max TC CSI:0.633
Max BC CSI:0.625
Max Web CSI:0.183
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE08
Ply: 1
Qty:2
Wgt: 39.2 lbs
DRW:
.../...08/23/2022
SC1
9"
9"
2'10"14
2'1"14
5'2"14
2'4"
6'6"14
1'4"
7'7"12
1'0"14
7'9"12
2"
5'2"14
5'2"14
6'6"14
1'4"
7'7"12
1'0"14
7'9"12
2"
1'
4'
(NNL)
4"3 2'7"122'11"410'1"2A
B
C
D
E
F
GHIJ
4 12
4X5(**)
3X4
3X4
3X4
3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.29 7.46TC 24 7.46 14.62TC 24 12.92 15.92BC 75 0.29 14.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is3-1-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 188 /-/-/101 /47 /88
B*63 /-/-/26 /19 /-
Wind reactions based on MWFRS
Q Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 173 Min Req =-Bearings Q & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 23 0
B - C 227 -194
C - D 151 -91
D - E 110 -17
E - F 128 -7
Chords Tens.Comp.
F - G 128 -1
G - H 110 -3
H - I 151 -78
I - J 227 -184
J - K 23 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 176 -99
P - O 183 -105O - N 184 -106
Chords Tens.Comp.
N - M 184 -106
M - L 182 -105L - J 175 -99
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - P 235 -198
E - O 61 -33
F - N 51 -157
Gables Tens.Comp.
M - G 60 -33
L - H 236 -198
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 I 999 240
VERT(CL):0.023 I 999 180
HORZ(LL):-0.006 I - -
HORZ(TL):0.009 I - -
Creep Factor: 2.0
Max TC CSI:0.285
Max BC CSI:0.182
Max Web CSI:0.067
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE09
Ply: 1
Qty:2
Wgt: 74.2 lbs
DRW:
.../...08/23/2022
SC1
SC2
14'11"
4'9"8
1'4"(TYP)
7"3
7"3
1'10"10
1'3"7
7'5"8
5'6"14
13'0"6
5'6"14
14'3"13
1'3"7
14'11"
7"3
14'11"
14'11"1'1'
3'
(NNL)
3'
(NNL)
4"53'1"133'6"510'1"2A
B C
D
E
F
G
H
I
J
K
LMNOPQ
5 12
3X4(**)
4X5(**)3X4(**)
4X4
3X4(**)3X4(**)4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3;
Stack Chord: SC2 2x4 SP #3;
Plating Notes
All plates are 3X4 except as noted.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00
TC 24 0.29 7.46TC 24 7.46 14.62TC 24 12.92 15.92BC 75 0.29 14.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements.
Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6.
The overall height of this truss excluding overhang is3-1-13.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
Q 188 /-/-/101 /47 /88
B*63 /-/-/26 /19 /-
Wind reactions based on MWFRS
Q Brg Wid = 5.5 Min Req =1.5 (Truss)
B Brg Wid = 173 Min Req =-Bearings Q & B are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 23 0
B - C 227 -194
C - D 151 -91
D - E 110 -17
E - F 128 -7
Chords Tens.Comp.
F - G 128 -1
G - H 110 -3
H - I 151 -78
I - J 227 -184
J - K 23 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - P 176 -99
P - O 183 -105O - N 184 -106
Chords Tens.Comp.
N - M 184 -106
M - L 182 -105L - J 175 -99
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp.
D - P 235 -198
E - O 61 -33
F - N 51 -157
Gables Tens.Comp.
M - G 60 -33
L - H 236 -198
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 I 999 240
VERT(CL):0.023 I 999 180
HORZ(LL):-0.006 I - -
HORZ(TL):0.009 I - -
Creep Factor: 2.0
Max TC CSI:0.285
Max BC CSI:0.182
Max Web CSI:0.067
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:GE09
Ply: 1
Qty:2
Wgt: 74.2 lbs
DRW:
.../...08/23/2022
SC1
SC2
14'11"
4'9"8
1'4"(TYP)
7"3
7"3
1'10"10
1'3"7
7'5"8
5'6"14
13'0"6
5'6"14
14'3"13
1'3"7
14'11"
7"3
14'11"
14'11"1'1'
3'
(NNL)
3'
(NNL)
4"53'1"133'6"510'1"2A
B C
D
E
F
G
H
I
J
K
LMNOPQ
5 12
3X4(**)
4X5(**)3X4(**)
4X4
3X4(**)3X4(**)4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.00BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-2-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 302 /-/-/180 /49 /148
D 98 /-/-/43 /-/-
C 169 /-/-/102 /106 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 29 0
Chords Tens.Comp.
B - C 81 -152
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.27 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.014 B - -
HORZ(TL):0.023 B - -
Creep Factor: 2.0
Max TC CSI:0.756
Max BC CSI:0.412
Max Web CSI:0.000
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J01
Ply: 1
Qty:5
Wgt: 25.2 lbs
DRW:
.../...08/23/2022
7'
7'1'
4"8 4'2"114'8"1321'3"
25'2"3
A
B
C
D
6.6
12
3X4(A1)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.00BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-2-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 302 /-/-/180 /49 /148
D 98 /-/-/43 /-/-
C 169 /-/-/102 /106 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 29 0
Chords Tens.Comp.
B - C 81 -152
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.27 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.014 B - -
HORZ(TL):0.023 B - -
Creep Factor: 2.0
Max TC CSI:0.756
Max BC CSI:0.412
Max Web CSI:0.000
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J01
Ply: 1
Qty:5
Wgt: 25.2 lbs
DRW:
.../...08/23/2022
7'
7'1'
4"8 4'2"114'8"1321'3"
25'2"3
A
B
C
D
6.6
12
3X4(A1)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 7.00BC: From 5 plf at 0.00 to 5 plf at 7.00BC: 521 lb Conc. Load at 1.56, 3.56, 5.56
Plating Notes
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 7.00BC 82 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=6'9" uses the followingsupport conditions: 6'9"Bearing C (6'9", 21'3") HTU26Supporting Member: (1)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-2-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1002 /-/-/-/413 /-
C 988 /-/-/-/406 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Support)
C Brg Wid = -Min Req =-Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 75 -115
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 34 -16
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - C 109 -177
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.55 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.034 A - -
HORZ(TL):0.055 A - -
Creep Factor: 2.0
Max TC CSI:0.819
Max BC CSI:0.809
Max Web CSI:0.293
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J01G
Ply: 1
Qty:1
Wgt: 36.4 lbs
DRW:
.../...08/23/2022
7'
7'
7'
4"8 4'2"1121'3"
A
B
C
6.6
12
3X4(A1)
3X4(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 7.00BC: From 5 plf at 0.00 to 5 plf at 7.00BC: 521 lb Conc. Load at 1.56, 3.56, 5.56
Plating Notes
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 7.00BC 82 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=6'9" uses the followingsupport conditions: 6'9"Bearing C (6'9", 21'3") HTU26Supporting Member: (1)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-2-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1002 /-/-/-/413 /-
C 988 /-/-/-/406 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =1.5 (Support)
C Brg Wid = -Min Req =-Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 75 -115
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - C 34 -16
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - C 109 -177
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.55 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.034 A - -
HORZ(TL):0.055 A - -
Creep Factor: 2.0
Max TC CSI:0.819
Max BC CSI:0.809
Max Web CSI:0.293
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J01G
Ply: 1
Qty:1
Wgt: 36.4 lbs
DRW:
.../...08/23/2022
7'
7'
7'
4"8 4'2"1121'3"
A
B
C
6.6
12
3X4(A1)
3X4(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 252 /-/-/147 /11 /225
D 68 /-/-/28 /3 /-
C 128 /-/-/109 /161 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
Chords Tens.Comp.
B - C 84 -220
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - E 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.57 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.010 C - -
HORZ(TL):0.011 C - -
Creep Factor: 2.0
Max TC CSI:0.692
Max BC CSI:0.343
Max Web CSI:0.000
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J02
Ply: 1
Qty:14
Wgt: 23.8 lbs
DRW:
.../...08/23/2022
5'
5'1'
7"14 4'9"145'4"921'3"
25'9"6
A
B
C
D
E
10
12
6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 252 /-/-/147 /11 /225
D 68 /-/-/28 /3 /-
C 128 /-/-/109 /161 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =-
C Brg Wid = 1.5 Min Req =-
Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
Chords Tens.Comp.
B - C 84 -220
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - E 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.57 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.010 C - -
HORZ(TL):0.011 C - -
Creep Factor: 2.0
Max TC CSI:0.692
Max BC CSI:0.343
Max Web CSI:0.000
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J02
Ply: 1
Qty:14
Wgt: 23.8 lbs
DRW:
.../...08/23/2022
5'
5'1'
7"14 4'9"145'4"921'3"
25'9"6
A
B
C
D
E
10
12
6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 304 /-/-/196 /1 /166
E 49 /-/-/28 /18 /-
D 99 /-/-/83 /99 /-
Wind reactions based on MWFRS
F Brg Wid = 5.5 Min Req =1.5 (Truss)E Brg Wid = 1.5 Min Req =-
D Brg Wid = 1.5 Min Req =-
Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 117 -402
Chords Tens.Comp.
C - D 63 -200
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 391 -106
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 343 -244
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.57 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.037 B 331 240
VERT(CL):0.051 B 243 180
HORZ(LL):-0.044 D - -
HORZ(TL):0.052 D - -
Creep Factor: 2.0
Max TC CSI:0.795
Max BC CSI:0.634
Max Web CSI:0.138
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J02A
Ply: 1
Qty:4
Wgt: 22.4 lbs
DRW:
.../...08/23/2022
8"
10"12
10"12
5'
4'1"4
3"
3"
10"12
7"12
5'
4'1"41'
7"14 4'9"145'4"9HB 3'11"8
21'3"
25'9"6
A
B
C
D
EF
10
12
5X7(**)
3X4
3X4
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left cantilever is exposed to wind
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 304 /-/-/196 /1 /166
E 49 /-/-/28 /18 /-
D 99 /-/-/83 /99 /-
Wind reactions based on MWFRS
F Brg Wid = 5.5 Min Req =1.5 (Truss)E Brg Wid = 1.5 Min Req =-
D Brg Wid = 1.5 Min Req =-
Bearing F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 117 -402
Chords Tens.Comp.
C - D 63 -200
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 391 -106
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 343 -244
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.57 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.037 B 331 240
VERT(CL):0.051 B 243 180
HORZ(LL):-0.044 D - -
HORZ(TL):0.052 D - -
Creep Factor: 2.0
Max TC CSI:0.795
Max BC CSI:0.634
Max Web CSI:0.138
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:J02A
Ply: 1
Qty:4
Wgt: 22.4 lbs
DRW:
.../...08/23/2022
8"
10"12
10"12
5'
4'1"4
3"
3"
10"12
7"12
5'
4'1"41'
7"14 4'9"145'4"9HB 3'11"8
21'3"
25'9"6
A
B
C
D
EF
10
12
5X7(**)
3X4
3X4
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35
BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-4-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 896 /-/-/433 /211 /334
F 906 /-/-/381 /199 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 35 0
B - C 571 -2085
C - D 645 -1864
Chords Tens.Comp.
D - E 620 -1040
E - F 347 -1093
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1658 -443
H - G 699 -102
Chords Tens.Comp.
G - F 732 -129
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 311 -272
H - D 1463 -393
Webs Tens.Comp.
D - G 418 -416
G - E 396 -385
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.36 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.210 C 999 277
VERT(CL):0.344 C 805 277
HORZ(LL):0.172 F - -
HORZ(TL):0.281 F - -
Creep Factor: 2.0
Max TC CSI:0.718
Max BC CSI:0.923
Max Web CSI:0.934
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T01
Ply: 1
Qty:1
Wgt: 135.8 lbs
DRW:
.../...08/23/2022
T1
23'4"4
6'7"14
6'7"14
11'8"2
5'0"4
15'9"12
4'1"10
23'4"4
7'6"8
5"8
5"8
8'0"12
7'7"4
15'8"
7'7"4
23'4"4
7'8"41'
7"143'9"1010'4"1110'11"521'3"A
B
C
D
E
F
G
H
I J
10
12
6
12
5X7(**)
5X5(**)
6X6(**)
5X5(**)
4X5(**)
3X4
6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35
BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-4-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 896 /-/-/433 /211 /334
F 906 /-/-/381 /199 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 35 0
B - C 571 -2085
C - D 645 -1864
Chords Tens.Comp.
D - E 620 -1040
E - F 347 -1093
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1658 -443
H - G 699 -102
Chords Tens.Comp.
G - F 732 -129
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 311 -272
H - D 1463 -393
Webs Tens.Comp.
D - G 418 -416
G - E 396 -385
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.36 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.210 C 999 277
VERT(CL):0.344 C 805 277
HORZ(LL):0.172 F - -
HORZ(TL):0.281 F - -
Creep Factor: 2.0
Max TC CSI:0.718
Max BC CSI:0.923
Max Web CSI:0.934
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T01
Ply: 1
Qty:1
Wgt: 135.8 lbs
DRW:
.../...08/23/2022
T1
23'4"4
6'7"14
6'7"14
11'8"2
5'0"4
15'9"12
4'1"10
23'4"4
7'6"8
5"8
5"8
8'0"12
7'7"4
15'8"
7'7"4
23'4"4
7'8"41'
7"143'9"1010'4"1110'11"521'3"A
B
C
D
E
F
G
H
I J
10
12
6
12
5X7(**)
5X5(**)
6X6(**)
5X5(**)
4X5(**)
3X4
6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35
BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-4-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 901 /-/-/434 /212 /334
F 902 /-/-/379 /198 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 35 0
B - C 574 -2097
C - D 648 -1876
Chords Tens.Comp.
D - E 626 -1059
E - F 351 -1107
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1667 -442
H - G 705 -102
Chords Tens.Comp.
G - F 745 -133
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 311 -272
H - D 1468 -393
Webs Tens.Comp.
D - G 426 -416
G - E 398 -391
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.36 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.211 C 999 278
VERT(CL):0.345 C 807 278
HORZ(LL):0.173 F - -
HORZ(TL):0.283 F - -
Creep Factor: 2.0
Max TC CSI:0.760
Max BC CSI:0.928
Max Web CSI:0.933
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T02
Ply: 1
Qty:9
Wgt: 135.8 lbs
DRW:
.../...08/23/2022
T1
23'4"4
6'7"14
6'7"14
11'8"2
5'0"4
15'9"12
4'1"10
23'4"4
7'6"8
5"8
5"8
8'0"12
7'7"4
15'8"
7'7"4
23'4"4
7'8"41'
7"143'9"1010'4"1110'11"521'3"A
B
C
D
E
F
G
H
I J
10
12
6
12
5X7(**)
5X5(**)
6X6(**)
5X5(**)
4X5(**)
3X4
6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35
BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-4-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 901 /-/-/434 /212 /334
F 902 /-/-/379 /198 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 35 0
B - C 574 -2097
C - D 648 -1876
Chords Tens.Comp.
D - E 626 -1059
E - F 351 -1107
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1667 -442
H - G 705 -102
Chords Tens.Comp.
G - F 745 -133
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 311 -272
H - D 1468 -393
Webs Tens.Comp.
D - G 426 -416
G - E 398 -391
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.36 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.211 C 999 278
VERT(CL):0.345 C 807 278
HORZ(LL):0.173 F - -
HORZ(TL):0.283 F - -
Creep Factor: 2.0
Max TC CSI:0.760
Max BC CSI:0.928
Max Web CSI:0.933
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T02
Ply: 1
Qty:9
Wgt: 135.8 lbs
DRW:
.../...08/23/2022
T1
23'4"4
6'7"14
6'7"14
11'8"2
5'0"4
15'9"12
4'1"10
23'4"4
7'6"8
5"8
5"8
8'0"12
7'7"4
15'8"
7'7"4
23'4"4
7'8"41'
7"143'9"1010'4"1110'11"521'3"A
B
C
D
E
F
G
H
I J
10
12
6
12
5X7(**)
5X5(**)
6X6(**)
5X5(**)
4X5(**)
3X4
6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.83TC 24 11.83 23.35BC 118 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1065 /-/-/498 /158 /359
G 1042 /-/-/386 /414 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 424 -1208
C - D 510 -1007
Chords Tens.Comp.
D - E 356 -469
E - F 356 -468
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 831 -607
I - H 593 -429
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 290 -293
I - D 547 -188
D - H 153 -271
Webs Tens.Comp.
E - H 529 -397
H - F 936 -711
F - G 798 -947
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.42 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 I 999 277
VERT(CL):0.063 I 999 277
HORZ(LL):0.021 C - -
HORZ(TL):0.031 C - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.971
Max Web CSI:0.995
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T03
Ply: 1
Qty:1
Wgt: 168.0 lbs
DRW:
.../...08/23/2022
23'4"4
6'7"14
6'7"14
11'9"15
5'2"1
17'5"6
5'7"6
23'4"4
5'10"14
10'
10'
17'5"6
7'5"6
23'4"4
5'10"141'
7"14 10'6"311'0"13(a)
(a)
(a)
(a)
21'3"A
B
C
D E F
GHI
J
10
12
6X6(**)(I)
5X5(**)
5X5(**)
4X8(**)3X4
4X8
4X4
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.83TC 24 11.83 23.35BC 118 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-3.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1065 /-/-/498 /158 /359
G 1042 /-/-/386 /414 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 424 -1208
C - D 510 -1007
Chords Tens.Comp.
D - E 356 -469
E - F 356 -468
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 831 -607
I - H 593 -429
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 290 -293
I - D 547 -188
D - H 153 -271
Webs Tens.Comp.
E - H 529 -397
H - F 936 -711
F - G 798 -947
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.42 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.043 I 999 277
VERT(CL):0.063 I 999 277
HORZ(LL):0.021 C - -
HORZ(TL):0.031 C - -
Creep Factor: 2.0
Max TC CSI:0.551
Max BC CSI:0.971
Max Web CSI:0.995
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T03
Ply: 1
Qty:1
Wgt: 168.0 lbs
DRW:
.../...08/23/2022
23'4"4
6'7"14
6'7"14
11'9"15
5'2"1
17'5"6
5'7"6
23'4"4
5'10"14
10'
10'
17'5"6
7'5"6
23'4"4
5'10"141'
7"14 10'6"311'0"13(a)
(a)
(a)
(a)
21'3"A
B
C
D E F
GHI
J
10
12
6X6(**)(I)
5X5(**)
5X5(**)
4X8(**)3X4
4X8
4X4
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 10.88TC 24 10.88 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is9-8-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1061 /-/-/494 /177 /333
G 1031 /-/-/371 /410 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 475 -1197
C - D 550 -993
Chords Tens.Comp.
D - E 415 -527
E - F 414 -526
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 823 -611
I - H 641 -466
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 266 -280
I - D 523 -166
D - H 107 -258
Webs Tens.Comp.
E - H 576 -432
H - F 939 -739
F - G 806 -924
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.02 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 I 999 277
VERT(CL):0.060 I 999 277
HORZ(LL):0.020 C - -
HORZ(TL):0.030 C - -
Creep Factor: 2.0
Max TC CSI:0.559
Max BC CSI:0.965
Max Web CSI:0.941
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T04
Ply: 1
Qty:1
Wgt: 165.2 lbs
DRW:
.../...08/23/2022
23'4"4
6'8"3
6'8"3
10'10"9
4'2"6
16'11"10
6'1"2
23'4"4
6'4"10
10'
10'
16'11"10
6'11"10
23'4"4
6'4"101'
7"14 9'8"1110'3"6(a)
(a)
(a)
(a)
21'3"A
B
C
D E F
GHI
J
10
12
6X6(**)(I)
3X4
5X5(**)
4X8(**)3X4
4X8
4X4
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 10.88TC 24 10.88 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is9-8-11.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1061 /-/-/494 /177 /333
G 1031 /-/-/371 /410 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 475 -1197
C - D 550 -993
Chords Tens.Comp.
D - E 415 -527
E - F 414 -526
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 823 -611
I - H 641 -466
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 266 -280
I - D 523 -166
D - H 107 -258
Webs Tens.Comp.
E - H 576 -432
H - F 939 -739
F - G 806 -924
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.02 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 I 999 277
VERT(CL):0.060 I 999 277
HORZ(LL):0.020 C - -
HORZ(TL):0.030 C - -
Creep Factor: 2.0
Max TC CSI:0.559
Max BC CSI:0.965
Max Web CSI:0.941
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T04
Ply: 1
Qty:1
Wgt: 165.2 lbs
DRW:
.../...08/23/2022
23'4"4
6'8"3
6'8"3
10'10"9
4'2"6
16'11"10
6'1"2
23'4"4
6'4"10
10'
10'
16'11"10
6'11"10
23'4"4
6'4"101'
7"14 9'8"1110'3"6(a)
(a)
(a)
(a)
21'3"A
B
C
D E F
GHI
J
10
12
6X6(**)(I)
3X4
5X5(**)
4X8(**)3X4
4X8
4X4
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 9.56TC 24 9.56 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-7-8.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1031 /-/-/486 /203 /296
G 1004 /-/-/353 /404 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 553 -1177
C - D 594 -972
Chords Tens.Comp.
D - E 504 -609
E - F 504 -608
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 813 -635
I - H 689 -522
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 207 -227
D - I 416 -100
D - H 79 -217
Webs Tens.Comp.
E - H 631 -473
H - F 954 -790
F - G 815 -891
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.47 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 I 999 277
VERT(CL):0.060 I 999 277
HORZ(LL):0.017 C - -
HORZ(TL):0.025 C - -
Creep Factor: 2.0
Max TC CSI:0.633
Max BC CSI:0.998
Max Web CSI:0.878
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T05
Ply: 1
Qty:1
Wgt: 162.4 lbs
DRW:
.../...08/23/2022
23'4"4
5'10"10
5'10"10
9'6"11
3'8"1
16'5"8
6'10"12
23'4"4
6'10"12
9'6"11
9'6"11
16'5"8
6'10"12
23'4"4
6'10"121'
7"14 8'7"89'2"2(a)
(a)
(a)
(a)
21'3"A
B
C
D E F
GHI
J
10
12
6X6(**)(I)
3X4
4X8(**)
5X5(**)
3X4
4X8
4X4
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 9.56TC 24 9.56 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-7-8.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1031 /-/-/486 /203 /296
G 1004 /-/-/353 /404 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 553 -1177
C - D 594 -972
Chords Tens.Comp.
D - E 504 -609
E - F 504 -608
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 813 -635
I - H 689 -522
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 207 -227
D - I 416 -100
D - H 79 -217
Webs Tens.Comp.
E - H 631 -473
H - F 954 -790
F - G 815 -891
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.47 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 I 999 277
VERT(CL):0.060 I 999 277
HORZ(LL):0.017 C - -
HORZ(TL):0.025 C - -
Creep Factor: 2.0
Max TC CSI:0.633
Max BC CSI:0.998
Max Web CSI:0.878
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T05
Ply: 1
Qty:1
Wgt: 162.4 lbs
DRW:
.../...08/23/2022
23'4"4
5'10"10
5'10"10
9'6"11
3'8"1
16'5"8
6'10"12
23'4"4
6'10"12
9'6"11
9'6"11
16'5"8
6'10"12
23'4"4
6'10"121'
7"14 8'7"89'2"2(a)
(a)
(a)
(a)
21'3"A
B
C
D E F
GHI
J
10
12
6X6(**)(I)
3X4
4X8(**)
5X5(**)
3X4
4X8
4X4
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.24TC 24 8.24 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1076 /-/-/475 /228 /259
F 1007 /-/-/336 /397 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 610 -1219
Chords Tens.Comp.
C - D 618 -745
D - E 617 -744
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 816 -603
H - G 821 -602
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 306 0
C - G 104 -252
Webs Tens.Comp.
D - G 664 -490
G - E 1030 -854
E - F 820 -888
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 D 999 277
VERT(CL):0.060 D 999 277
HORZ(LL):0.016 C - -
HORZ(TL):0.024 C - -
Creep Factor: 2.0
Max TC CSI:0.951
Max BC CSI:0.809
Max Web CSI:0.901
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T06
Ply: 1
Qty:1
Wgt: 142.8 lbs
DRW:
.../...08/23/2022
23'4"4
8'2"14
8'2"14
15'9"9
7'6"11
23'4"4
7'6"11
8'4"10
8'4"10
15'9"9
7'4"15
23'4"4
7'6"111'
7"14 7'6"58'0"15(a)(a)
21'3"A
B
C D E
FGH
I
10
12
6X6(**)(I)
H0510(**)
5X5(**)
3X4
4X8
4X4
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.24TC 24 8.24 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-5.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1076 /-/-/475 /228 /259
F 1007 /-/-/336 /397 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 610 -1219
Chords Tens.Comp.
C - D 618 -745
D - E 617 -744
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 816 -603
H - G 821 -602
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 306 0
C - G 104 -252
Webs Tens.Comp.
D - G 664 -490
G - E 1030 -854
E - F 820 -888
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.040 D 999 277
VERT(CL):0.060 D 999 277
HORZ(LL):0.016 C - -
HORZ(TL):0.024 C - -
Creep Factor: 2.0
Max TC CSI:0.951
Max BC CSI:0.809
Max Web CSI:0.901
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T06
Ply: 1
Qty:1
Wgt: 142.8 lbs
DRW:
.../...08/23/2022
23'4"4
8'2"14
8'2"14
15'9"9
7'6"11
23'4"4
7'6"11
8'4"10
8'4"10
15'9"9
7'4"15
23'4"4
7'6"111'
7"14 7'6"58'0"15(a)(a)
21'3"A
B
C D E
FGH
I
10
12
6X6(**)(I)
H0510(**)
5X5(**)
3X4
4X8
4X4
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.92TC 24 6.92 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-5-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1035 /-/-/463 /252 /221
F 960 /-/-/322 /389 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 686 -1203
Chords Tens.Comp.
C - D 767 -878
D - E 766 -878
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 821 -641
H - G 825 -639
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 238 0
C - G 188 -186
Webs Tens.Comp.
D - G 726 -546
G - E 1095 -956
E - F 820 -844
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.37 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.049 D 999 277
VERT(CL):0.075 D 999 277
HORZ(LL):0.015 C - -
HORZ(TL):0.022 C - -
Creep Factor: 2.0
Max TC CSI:0.929
Max BC CSI:0.853
Max Web CSI:0.908
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T07
Ply: 1
Qty:1
Wgt: 140.0 lbs
DRW:
.../...08/23/2022
23'4"4
6'11"1
6'11"1
15'1"10
8'2"10
23'4"4
8'2"10
7'0"13
7'0"13
15'1"10
8'0"14
23'4"4
8'2"101'
7"14 6'5"16'11"12(a)(a)
21'3"A
B
C D E
FGH
I
10
12
6X6(**)(I)
5X7(**)
5X5(**)
H0510(**)
5X7(**)
4X4
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.92TC 24 6.92 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-5-1.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1035 /-/-/463 /252 /221
F 960 /-/-/322 /389 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 686 -1203
Chords Tens.Comp.
C - D 767 -878
D - E 766 -878
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 821 -641
H - G 825 -639
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 238 0
C - G 188 -186
Webs Tens.Comp.
D - G 726 -546
G - E 1095 -956
E - F 820 -844
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.37 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.049 D 999 277
VERT(CL):0.075 D 999 277
HORZ(LL):0.015 C - -
HORZ(TL):0.022 C - -
Creep Factor: 2.0
Max TC CSI:0.929
Max BC CSI:0.853
Max Web CSI:0.908
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T07
Ply: 1
Qty:1
Wgt: 140.0 lbs
DRW:
.../...08/23/2022
23'4"4
6'11"1
6'11"1
15'1"10
8'2"10
23'4"4
8'2"10
7'0"13
7'0"13
15'1"10
8'0"14
23'4"4
8'2"101'
7"14 6'5"16'11"12(a)(a)
21'3"A
B
C D E
FGH
I
10
12
6X6(**)(I)
5X7(**)
5X5(**)
H0510(**)
5X7(**)
4X4
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x8 SP 2400f-2.0E;Webs: 2x4 SP #3; W3 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at 0.00 to 58 plf at 9.67BC: From 10 plf at 0.00 to 10 plf at 2.27BC: From 5 plf at 2.27 to 5 plf at 9.67BC: 1362 lb Conc. Load at 2.27, 4.27, 6.27, 8.27
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.83TC 24 4.83 9.67BC 109 0.29 9.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-8-4.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 2778 /-/-/-/587 /-
L 3293 /-/-/-/684 /-
Wind reactions based on MWFRS
K Brg Wid = 5.5 Min Req =2.6 (Support)
L Brg Wid = 5.5 Min Req =3.1 (Support)Bearings K & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 684 -3261
B - C 523 -2458
Chords Tens.Comp.
C - D 523 -2458
D - E 700 -3337
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 2438 -500
H - G 2368 -488
Chords Tens.Comp.
G - F 2424 -500
F - E 2554 -523
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - I 0 0
H - B 940 -136
B - G 141 -663
C - G 2906 -537
Webs Tens.Comp.
G - D 157 -738
D - F 1038 -156
J - E 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.92 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.039 G 999 240
VERT(CL):0.062 G 999 180
HORZ(LL):0.012 B - -
HORZ(TL):0.020 B - -
Creep Factor: 2.0
Max TC CSI:0.403
Max BC CSI:0.279
Max Web CSI:0.656
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T08
Ply: 1
Qty:1
Wgt: 75.6 lbs
DRW:
.../...08/23/2022
W3
9'8"
2'5"12
2'5"12
4'10"
2'4"4
7'2"4
2'4"4
9'8"
2'5"12
2'4"
2'4"
4'10"
2'6"
7'4"
2'6"
9'8"
2'4"
7"144'8"421'3"
A
B
C
D
E
FGH
I J
K L
10
12
4X4(C5)
6X6(C5)
4X8
4X5
5X5(**)
8X8
3X8
4X8
4X4(C5)
8X8(C5)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x8 SP 2400f-2.0E;Webs: 2x4 SP #3; W3 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at 0.00 to 58 plf at 9.67BC: From 10 plf at 0.00 to 10 plf at 2.27BC: From 5 plf at 2.27 to 5 plf at 9.67BC: 1362 lb Conc. Load at 2.27, 4.27, 6.27, 8.27
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.83TC 24 4.83 9.67BC 109 0.29 9.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is4-8-4.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 2778 /-/-/-/587 /-
L 3293 /-/-/-/684 /-
Wind reactions based on MWFRS
K Brg Wid = 5.5 Min Req =2.6 (Support)
L Brg Wid = 5.5 Min Req =3.1 (Support)Bearings K & L Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 684 -3261
B - C 523 -2458
Chords Tens.Comp.
C - D 523 -2458
D - E 700 -3337
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - H 2438 -500
H - G 2368 -488
Chords Tens.Comp.
G - F 2424 -500
F - E 2554 -523
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - I 0 0
H - B 940 -136
B - G 141 -663
C - G 2906 -537
Webs Tens.Comp.
G - D 157 -738
D - F 1038 -156
J - E 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.92 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.039 G 999 240
VERT(CL):0.062 G 999 180
HORZ(LL):0.012 B - -
HORZ(TL):0.020 B - -
Creep Factor: 2.0
Max TC CSI:0.403
Max BC CSI:0.279
Max Web CSI:0.656
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T08
Ply: 1
Qty:1
Wgt: 75.6 lbs
DRW:
.../...08/23/2022
W3
9'8"
2'5"12
2'5"12
4'10"
2'4"4
7'2"4
2'4"4
9'8"
2'5"12
2'4"
2'4"
4'10"
2'6"
7'4"
2'6"
9'8"
2'4"
7"144'8"421'3"
A
B
C
D
E
FGH
I J
K L
10
12
4X4(C5)
6X6(C5)
4X8
4X5
5X5(**)
8X8
3X8
4X8
4X4(C5)
8X8(C5)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.60TC 24 5.60 23.35BC 104 0.00 23.35
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is5-3-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 870 /-/-/447 /275 /183
G 787 /-/-/310 /381 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 741 -988
C - D 660 -682
Chords Tens.Comp.
D - E 782 -821
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 664 -646
I - H 929 -955
Chords Tens.Comp.
H - G 624 -666
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 337 -283
I - D 472 -380
D - H 267 -168
Webs Tens.Comp.
H - E 379 -190
E - G 989 -927
F - G 86 -66
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.82 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.038 D 999 277
VERT(CL):0.065 D 999 277
HORZ(LL):0.016 G - -
HORZ(TL):0.027 G - -
Creep Factor: 2.0
Max TC CSI:0.741
Max BC CSI:0.984
Max Web CSI:0.806
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T09
Ply: 1
Qty:1
Wgt: 138.6 lbs
DRW:
.../...08/23/2022
23'4"4
5'7"3
5'7"3
10'2"3
4'7"
18'9"4
8'7"
23'4"4
4'7"
5'10"11
5'10"11
14'5"12
8'7"
23'4"4
8'10"81'
7"14 5'3"145'10"921'3"A
B
C D E F
GHI
J
10
12
6X6(**)
4X5(**)
3X4
5X5(**)
5X5(**)
3X4 3X4(**)
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.60TC 24 5.60 23.35BC 104 0.00 23.35
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is5-3-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 870 /-/-/447 /275 /183
G 787 /-/-/310 /381 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 741 -988
C - D 660 -682
Chords Tens.Comp.
D - E 782 -821
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - I 664 -646
I - H 929 -955
Chords Tens.Comp.
H - G 624 -666
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - J 0 0
C - I 337 -283
I - D 472 -380
D - H 267 -168
Webs Tens.Comp.
H - E 379 -190
E - G 989 -927
F - G 86 -66
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 23.82 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.038 D 999 277
VERT(CL):0.065 D 999 277
HORZ(LL):0.016 G - -
HORZ(TL):0.027 G - -
Creep Factor: 2.0
Max TC CSI:0.741
Max BC CSI:0.984
Max Web CSI:0.806
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T09
Ply: 1
Qty:1
Wgt: 138.6 lbs
DRW:
.../...08/23/2022
23'4"4
5'7"3
5'7"3
10'2"3
4'7"
18'9"4
8'7"
23'4"4
4'7"
5'10"11
5'10"11
14'5"12
8'7"
23'4"4
8'10"81'
7"14 5'3"145'10"921'3"A
B
C D E F
GHI
J
10
12
6X6(**)
4X5(**)
3X4
5X5(**)
5X5(**)
3X4 3X4(**)
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W5 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.06TC: From 29 plf at 13.06 to 29 plf at 23.35BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 13.45BC: From 5 plf at 13.45 to 5 plf at 23.35TC: 169 lb Conc. Load at 15.06,17.06,19.06,21.0622.56BC: 988 lb Conc. Load at 13.06BC: 98 lb Conc. Load at 15.06,17.06,19.06,21.0622.56
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50
TC 24 6.50 8.72TC 24 8.72 23.35BC 117 0.22 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1478 /-/-/-/641 /-
H 2150 /-/-/-/876 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Support)
H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 41 -24
B - C 822 -1893
C - D 770 -1830
Chords Tens.Comp.
D - E 1349 -3261
E - F 1348 -3261
F - G 890 -2185
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1354 -570
K - J 2461 -1037
Chords Tens.Comp.
J - I 2295 -947
I - H 14 -7
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 2005 -779
K - D 938 -2215
D - J 1029 -400
E - J 203 -315
Webs Tens.Comp.
J - F 1245 -517
F - I 748 -1456
I - G 2766 -1125
G - H 876 -2001
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.134 E 999 278
VERT(CL):0.219 E 999 278
HORZ(LL):0.049 C - -
HORZ(TL):0.080 C - -
Creep Factor: 2.0
Max TC CSI:0.735
Max BC CSI:0.976
Max Web CSI:0.834
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T10
Ply: 1
Qty:1
Wgt: 151.2 lbs
DRW:
.../...08/23/2022
T3
W5
23'4"4
6'6"
6'6"
8'8"10
2'2"10
13'5"7
4'8"13
18'2"3
4'8"13
23'4"4
5'2"1
6'7"12
6'7"12
13'5"7
6'9"11
18'5"11
5'0"5
23'4"4
4'10"91'
7"14 4'2"116'0"146'7"921'3"A
B
C
D E F G
HIJK
10
12
4X5(**)
4X5(**)
5X7
8X8(**)
3X4
8X8(**)
4X4
6X6
6X6(**)
H0310(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W5 2x4 SP #2;
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.06TC: From 29 plf at 13.06 to 29 plf at 23.35BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 13.45BC: From 5 plf at 13.45 to 5 plf at 23.35TC: 169 lb Conc. Load at 15.06,17.06,19.06,21.0622.56BC: 988 lb Conc. Load at 13.06BC: 98 lb Conc. Load at 15.06,17.06,19.06,21.0622.56
Plating Notes
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50
TC 24 6.50 8.72TC 24 8.72 23.35BC 117 0.22 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1478 /-/-/-/641 /-
H 2150 /-/-/-/876 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Support)
H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 41 -24
B - C 822 -1893
C - D 770 -1830
Chords Tens.Comp.
D - E 1349 -3261
E - F 1348 -3261
F - G 890 -2185
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1354 -570
K - J 2461 -1037
Chords Tens.Comp.
J - I 2295 -947
I - H 14 -7
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 2005 -779
K - D 938 -2215
D - J 1029 -400
E - J 203 -315
Webs Tens.Comp.
J - F 1245 -517
F - I 748 -1456
I - G 2766 -1125
G - H 876 -2001
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.134 E 999 278
VERT(CL):0.219 E 999 278
HORZ(LL):0.049 C - -
HORZ(TL):0.080 C - -
Creep Factor: 2.0
Max TC CSI:0.735
Max BC CSI:0.976
Max Web CSI:0.834
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T10
Ply: 1
Qty:1
Wgt: 151.2 lbs
DRW:
.../...08/23/2022
T3
W5
23'4"4
6'6"
6'6"
8'8"10
2'2"10
13'5"7
4'8"13
18'2"3
4'8"13
23'4"4
5'2"1
6'7"12
6'7"12
13'5"7
6'9"11
18'5"11
5'0"5
23'4"4
4'10"91'
7"14 4'2"116'0"146'7"921'3"A
B
C
D E F G
HIJK
10
12
4X5(**)
4X5(**)
5X7
8X8(**)
3X4
8X8(**)
4X4
6X6
6X6(**)
H0310(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 13.00
BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=12'9" uses the followingsupport conditions: 12'9"Bearing D (12'9", 21'3") LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 600 /-/-/269 /229 /199
D 521 /-/-/206 /193 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 250 -595
Chords Tens.Comp.
C - D 246 -591
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 368 -77
Chords Tens.Comp.
E - D 367 -77
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - F 0 0
C - E 215 0
Webs Tens.Comp.
G - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 E 999 240
VERT(CL):0.016 E 999 180
HORZ(LL):0.005 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.546
Max BC CSI:0.334
Max Web CSI:0.082
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T11
Ply: 1
Qty:3
Wgt: 64.4 lbs
DRW:
.../...08/23/2022
13'
6'6"
6'6"
13'
6'6"
6'6"
6'6"
13'
6'6"1'
7"146'0"146'7"921'3"A
B
C
D
E
F G
10
12
6X6(**)
4X4(**)
3X4
6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 13.00
BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=12'9" uses the followingsupport conditions: 12'9"Bearing D (12'9", 21'3") LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 600 /-/-/269 /229 /199
D 521 /-/-/206 /193 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 250 -595
Chords Tens.Comp.
C - D 246 -591
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 368 -77
Chords Tens.Comp.
E - D 367 -77
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - F 0 0
C - E 215 0
Webs Tens.Comp.
G - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 E 999 240
VERT(CL):0.016 E 999 180
HORZ(LL):0.005 D - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.546
Max BC CSI:0.334
Max Web CSI:0.082
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T11
Ply: 1
Qty:3
Wgt: 64.4 lbs
DRW:
.../...08/23/2022
13'
6'6"
6'6"
13'
6'6"
6'6"
6'6"
13'
6'6"1'
7"146'0"146'7"921'3"A
B
C
D
E
F G
10
12
6X6(**)
4X4(**)
3X4
6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 14.00
BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 592 /-/-/268 /225 /216
D 592 /-/-/268 /225 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 352 -578
Chords Tens.Comp.
C - D 352 -578
D - E 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 355 -76
Chords Tens.Comp.
F - D 355 -76
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - G 0 0
C - F 202 0
Webs Tens.Comp.
H - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.012 F 999 240
VERT(CL):0.018 F 999 180
HORZ(LL):0.005 C - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.700
Max BC CSI:0.354
Max Web CSI:0.077
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T12
Ply: 1
Qty:4
Wgt: 67.2 lbs
DRW:
.../...08/23/2022
13'
6'6"
6'6"
13'
6'6"
6'6"
6'6"
13'
6'6"1'1'
7"146'0"146'7"921'3"A
B
C
D
E
F
G H
10
12
6X6(**)
4X5(**)
3X4
6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 14.00
BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 592 /-/-/268 /225 /216
D 592 /-/-/268 /225 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 352 -578
Chords Tens.Comp.
C - D 352 -578
D - E 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 355 -76
Chords Tens.Comp.
F - D 355 -76
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - G 0 0
C - F 202 0
Webs Tens.Comp.
H - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.012 F 999 240
VERT(CL):0.018 F 999 180
HORZ(LL):0.005 C - -
HORZ(TL):0.007 D - -
Creep Factor: 2.0
Max TC CSI:0.700
Max BC CSI:0.354
Max Web CSI:0.077
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T12
Ply: 1
Qty:4
Wgt: 67.2 lbs
DRW:
.../...08/23/2022
13'
6'6"
6'6"
13'
6'6"
6'6"
6'6"
13'
6'6"1'1'
7"146'0"146'7"921'3"A
B
C
D
E
F
G H
10
12
6X6(**)
4X5(**)
3X4
6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W4 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 18.50TC: From 28 plf at 18.50 to 28 plf at 29.94
TC: From 56 plf at 29.94 to 56 plf at 38.00BC: From 5 plf at 0.00 to 5 plf at 29.94BC: From 10 plf at 29.94 to 10 plf at 37.00BC: From 5 plf at 37.00 to 5 plf at 38.00PLB: From 20 plf at 11.55 to 20 plf at 15.06
PLB: From 20 plf at 21.94 to 20 plf at 25.45BC: 902 lb Conc. Load at 1.73, 3.73, 5.73, 7.739.73,11.73,13.73,15.73,17.73BC: 1042 lb Conc. Load at 18.50BC: 1031 lb Conc. Load at 19.94
BC: 1004 lb Conc. Load at 21.94BC: 1007 lb Conc. Load at 23.94BC: 960 lb Conc. Load at 25.94BC: 787 lb Conc. Load at 27.94BC: 2150 lb Conc. Load at 29.94
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.50TC 24 18.50 38.00BC 120 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 9728 /-/-/-/2936 /-
G 8542 /-/-/-/3164 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =3.5 (Support)
G Brg Wid = 5.5 Min Req =3.1 (Support)Bearings A & G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1701 -5440
B - C 1660 -5378
C - D 1268 -3747
D - E 1258 -3732
Chords Tens.Comp.
E - F 1938 -5335
F - G 1977 -5395
G - H 10 -6
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - K 4756 -1476
K - J 4081 -1304
Chords Tens.Comp.
J - I 4056 -1435
I - G 4702 -1715
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - K 75 -149
K - C 1754 -393
C - J 316 -1243
D - J 3484 -1144
Webs Tens.Comp.
J - E 515 -1205
E - I 1757 -738
I - F 54 -86
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.266 J 999 440
VERT(CL):0.423 J 999 440
HORZ(LL):0.080 B - -
HORZ(TL):0.127 B - -
Creep Factor: 2.0
Max TC CSI:0.725
Max BC CSI:0.716
Max Web CSI:0.786
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T13
Ply: 3
Qty:1
Wgt: 688.8 lbs
DRW:
.../...08/23/2022
T2
T2
W4
37'
7'9"2
7'9"2
12'6"13
4'9"10
18'6"
5'11"3
24'5"3
5'11"3
29'2"14
4'9"10
37'
7'9"2
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'
4"810'6"1011'0"1121'3"
A
B
C
D
E
F
G
H
IJK
6.6 12
3X4(C1)(I)
4X5(C1)(I)
3X4
H1010(**)(I)
5X7(**)
5X7(**)
H1010(**)(I)
5X7(**)
H1010(**)(I)
3X4
3X4(C1)(I)
4X5(C1)(I)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W4 2x4 SP #2;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 18.50TC: From 28 plf at 18.50 to 28 plf at 29.94
TC: From 56 plf at 29.94 to 56 plf at 38.00BC: From 5 plf at 0.00 to 5 plf at 29.94BC: From 10 plf at 29.94 to 10 plf at 37.00BC: From 5 plf at 37.00 to 5 plf at 38.00PLB: From 20 plf at 11.55 to 20 plf at 15.06
PLB: From 20 plf at 21.94 to 20 plf at 25.45BC: 902 lb Conc. Load at 1.73, 3.73, 5.73, 7.739.73,11.73,13.73,15.73,17.73BC: 1042 lb Conc. Load at 18.50BC: 1031 lb Conc. Load at 19.94
BC: 1004 lb Conc. Load at 21.94BC: 1007 lb Conc. Load at 23.94BC: 960 lb Conc. Load at 25.94BC: 787 lb Conc. Load at 27.94BC: 2150 lb Conc. Load at 29.94
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.50TC 24 18.50 38.00BC 120 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 9728 /-/-/-/2936 /-
G 8542 /-/-/-/3164 /-
Wind reactions based on MWFRS
A Brg Wid = 5.5 Min Req =3.5 (Support)
G Brg Wid = 5.5 Min Req =3.1 (Support)Bearings A & G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1701 -5440
B - C 1660 -5378
C - D 1268 -3747
D - E 1258 -3732
Chords Tens.Comp.
E - F 1938 -5335
F - G 1977 -5395
G - H 10 -6
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - K 4756 -1476
K - J 4081 -1304
Chords Tens.Comp.
J - I 4056 -1435
I - G 4702 -1715
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - K 75 -149
K - C 1754 -393
C - J 316 -1243
D - J 3484 -1144
Webs Tens.Comp.
J - E 515 -1205
E - I 1757 -738
I - F 54 -86
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.266 J 999 440
VERT(CL):0.423 J 999 440
HORZ(LL):0.080 B - -
HORZ(TL):0.127 B - -
Creep Factor: 2.0
Max TC CSI:0.725
Max BC CSI:0.716
Max Web CSI:0.786
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T13
Ply: 3
Qty:1
Wgt: 688.8 lbs
DRW:
.../...08/23/2022
T2
T2
W4
37'
7'9"2
7'9"2
12'6"13
4'9"10
18'6"
5'11"3
24'5"3
5'11"3
29'2"14
4'9"10
37'
7'9"2
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'
4"810'6"1011'0"1121'3"
A
B
C
D
E
F
G
H
IJK
6.6 12
3X4(C1)(I)
4X5(C1)(I)
3X4
H1010(**)(I)
5X7(**)
5X7(**)
H1010(**)(I)
5X7(**)
H1010(**)(I)
3X4
3X4(C1)(I)
4X5(C1)(I)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 18.50TC 24 18.50 38.00BC 92 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1421 /-/-/624 /410 /315
H 1421 /-/-/624 /410 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.7 (Truss)
H Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings B & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 29 0
B - C 813 -2353
C - D 837 -2161
D - E 665 -1561
Chords Tens.Comp.
E - F 665 -1561
F - G 836 -2161
G - H 812 -2353
H - I 29 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1972 -581
L - K 1678 -409
Chords Tens.Comp.
K - J 1678 -410
J - H 1972 -584
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - L 245 -296
L - D 472 -175
D - K 317 -590
E - K 1069 -423
Webs Tens.Comp.
K - F 316 -590
F - J 472 -175
J - G 245 -296
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.162 K 999 440
VERT(CL):0.250 K 999 440
HORZ(LL):0.070 H - -
HORZ(TL):0.108 H - -
Creep Factor: 2.0
Max TC CSI:0.767
Max BC CSI:0.987
Max Web CSI:0.854
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T14
Ply: 1
Qty:7
Wgt: 201.6 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
18'6"
6'0"3
24'6"3
6'0"3
29'3"1
4'8"15
37'
7'8"14
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'1'
4"810'6"1011'0"11(a)(a)
21'3"A
B
C
D
E
F
G
H
I
JKL
6.6
12
4X5(**)
5X5(**)
5X5(**)
3X4
5X5(**)
6X8(**)
3X4
5X5(**)
5X5(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 18.50TC 24 18.50 38.00BC 92 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1421 /-/-/624 /410 /315
H 1421 /-/-/624 /410 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.7 (Truss)
H Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings B & H Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 29 0
B - C 813 -2353
C - D 837 -2161
D - E 665 -1561
Chords Tens.Comp.
E - F 665 -1561
F - G 836 -2161
G - H 812 -2353
H - I 29 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - L 1972 -581
L - K 1678 -409
Chords Tens.Comp.
K - J 1678 -410
J - H 1972 -584
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - L 245 -296
L - D 472 -175
D - K 317 -590
E - K 1069 -423
Webs Tens.Comp.
K - F 316 -590
F - J 472 -175
J - G 245 -296
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.162 K 999 440
VERT(CL):0.250 K 999 440
HORZ(LL):0.070 H - -
HORZ(TL):0.108 H - -
Creep Factor: 2.0
Max TC CSI:0.767
Max BC CSI:0.987
Max Web CSI:0.854
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T14
Ply: 1
Qty:7
Wgt: 201.6 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
18'6"
6'0"3
24'6"3
6'0"3
29'3"1
4'8"15
37'
7'8"14
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'1'
4"810'6"1011'0"11(a)(a)
21'3"A
B
C
D
E
F
G
H
I
JKL
6.6
12
4X5(**)
5X5(**)
5X5(**)
3X4
5X5(**)
6X8(**)
3X4
5X5(**)
5X5(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 18.50TC 24 18.50 37.00BC 112 0.15 36.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1422 /-/-/624 /251 /303
H 1358 /-/-/571 /239 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.7 (Truss)
H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 29 0
B - C 815 -2357
C - D 839 -2165
D - E 668 -1564
Chords Tens.Comp.
E - F 668 -1564
F - G 844 -2175
G - H 820 -2367
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1975 -609
K - J 1682 -435
Chords Tens.Comp.
J - I 1685 -437
I - H 1987 -615
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 245 -296
K - D 472 -175
D - J 316 -590
E - J 1072 -425
Webs Tens.Comp.
J - F 319 -595
F - I 484 -181
I - G 249 -304
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.161 J 999 440
VERT(CL):0.249 J 999 440
HORZ(LL):0.070 H - -
HORZ(TL):0.108 H - -
Creep Factor: 2.0
Max TC CSI:0.908
Max BC CSI:0.976
Max Web CSI:0.858
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T16
Ply: 1
Qty:4
Wgt: 201.6 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
18'6"
6'0"3
24'6"3
6'0"3
29'3"2
4'8"15
37'
7'8"14
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'
4"810'6"1011'0"11(a)(a)
21'3"A
B
C
D
E
F
G
H
IJK
6.6 12
4X5(**)
5X5(**)
5X5(**)
3X4
5X5(**)
5X7(**)
3X4
5X7(**)
5X5(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 18.50TC 24 18.50 37.00BC 112 0.15 36.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1422 /-/-/624 /251 /303
H 1358 /-/-/571 /239 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.7 (Truss)
H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 29 0
B - C 815 -2357
C - D 839 -2165
D - E 668 -1564
Chords Tens.Comp.
E - F 668 -1564
F - G 844 -2175
G - H 820 -2367
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - K 1975 -609
K - J 1682 -435
Chords Tens.Comp.
J - I 1685 -437
I - H 1987 -615
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - K 245 -296
K - D 472 -175
D - J 316 -590
E - J 1072 -425
Webs Tens.Comp.
J - F 319 -595
F - I 484 -181
I - G 249 -304
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.161 J 999 440
VERT(CL):0.249 J 999 440
HORZ(LL):0.070 H - -
HORZ(TL):0.108 H - -
Creep Factor: 2.0
Max TC CSI:0.908
Max BC CSI:0.976
Max Web CSI:0.858
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T16
Ply: 1
Qty:4
Wgt: 201.6 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
18'6"
6'0"3
24'6"3
6'0"3
29'3"2
4'8"15
37'
7'8"14
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'
4"810'6"1011'0"11(a)(a)
21'3"A
B
C
D
E
F
G
H
IJK
6.6 12
4X5(**)
5X5(**)
5X5(**)
3X4
5X5(**)
5X7(**)
3X4
5X7(**)
5X5(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 18.50TC 24 18.50 38.00BC 91 0.13 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=0' uses the followingsupport conditions: 0'Bearing A (0', 21'3") HTU26Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1358 /-/-/571 /389 /303
G 1422 /-/-/624 /410 /-
Wind reactions based on MWFRS
A Brg Wid = -Min Req =-
G Brg Wid = 5.5 Min Req =1.7 (Truss)Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 820 -2367
B - C 844 -2175
C - D 668 -1564
D - E 668 -1564
Chords Tens.Comp.
E - F 839 -2165
F - G 815 -2357
G - H 29 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - K 1987 -592
K - J 1685 -415
Chords Tens.Comp.
J - I 1682 -413
I - G 1975 -587
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - K 249 -304
K - C 484 -181
C - J 319 -595
D - J 1072 -425
Webs Tens.Comp.
J - E 316 -590
E - I 472 -175
I - F 245 -296
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.161 J 999 440
VERT(CL):0.249 J 999 440
HORZ(LL):0.070 G - -
HORZ(TL):0.108 G - -
Creep Factor: 2.0
Max TC CSI:0.907
Max BC CSI:0.973
Max Web CSI:0.858
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T17
Ply: 1
Qty:2
Wgt: 201.6 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
18'6"
6'0"3
24'6"3
6'0"3
29'3"1
4'8"15
37'
7'8"14
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'
4"810'6"1011'0"11(a)(a)
21'3"
A
B
C
D
E
F
G
H
IJK
6.6 12
4X5(**)
5X5(**)
5X7(**)
3X4
5X5(**)
5X7(**)
3X4
5X5(**)
5X5(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 18.50TC 24 18.50 38.00BC 91 0.13 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
Bearing at location x=0' uses the followingsupport conditions: 0'Bearing A (0', 21'3") HTU26Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is10-6-10.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1358 /-/-/571 /389 /303
G 1422 /-/-/624 /410 /-
Wind reactions based on MWFRS
A Brg Wid = -Min Req =-
G Brg Wid = 5.5 Min Req =1.7 (Truss)Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 820 -2367
B - C 844 -2175
C - D 668 -1564
D - E 668 -1564
Chords Tens.Comp.
E - F 839 -2165
F - G 815 -2357
G - H 29 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - K 1987 -592
K - J 1685 -415
Chords Tens.Comp.
J - I 1682 -413
I - G 1975 -587
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - K 249 -304
K - C 484 -181
C - J 319 -595
D - J 1072 -425
Webs Tens.Comp.
J - E 316 -590
E - I 472 -175
I - F 245 -296
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.44 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.161 J 999 440
VERT(CL):0.249 J 999 440
HORZ(LL):0.070 G - -
HORZ(TL):0.108 G - -
Creep Factor: 2.0
Max TC CSI:0.907
Max BC CSI:0.973
Max Web CSI:0.858
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T17
Ply: 1
Qty:2
Wgt: 201.6 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
18'6"
6'0"3
24'6"3
6'0"3
29'3"1
4'8"15
37'
7'8"14
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'1'
4"810'6"1011'0"11(a)(a)
21'3"
A
B
C
D
E
F
G
H
IJK
6.6 12
4X5(**)
5X5(**)
5X7(**)
3X4
5X5(**)
5X7(**)
3X4
5X5(**)
5X5(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 17.18TC 24 17.18 19.82TC 24 19.82 37.00BC 75 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is9-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1380 /-/-/575 /560 /263
H 1380 /-/-/575 /560 /-
Wind reactions based on MWFRS
A Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 967 -2408
B - C 992 -2215
C - D 814 -1685
D - E 761 -1417
Chords Tens.Comp.
E - F 814 -1684
F - G 992 -2215
G - H 967 -2408
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - L 2023 -734
L - K 1721 -524
K - J 1417 -333
Chords Tens.Comp.
J - I 1721 -524
I - H 2023 -734
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - L 289 -310
L - C 497 -221
C - K 344 -586
D - K 580 -255
Webs Tens.Comp.
E - J 577 -255
J - F 344 -585
F - I 496 -221
I - G 289 -311
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.35 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.158 K 999 440
VERT(CL):0.281 K 999 440
HORZ(LL):0.071 H - -
HORZ(TL):0.109 H - -
Creep Factor: 2.0
Max TC CSI:0.925
Max BC CSI:0.983
Max Web CSI:0.448
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T18
Ply: 1
Qty:1
Wgt: 211.4 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
17'2"3
4'8"6
19'9"13
2'7"10
24'6"3
4'8"6
29'3"1
4'8"15
37'
7'8"14
10'
10'
17'2"3
7'2"3
19'9"13
2'7"10
27'
7'2"3
37'
10'
4"89'9"14(a)(a)
21'3"
A
B
C
D E
F
G
H
IJKL
6.6 12
4X5(**)
5X5(**)
5X5(**)
3X4
5X5(**)
3X4
5X5(**)
5X5(**)
3X4
5X5(**)
5X5(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 17.18TC 24 17.18 19.82TC 24 19.82 37.00BC 75 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is9-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1380 /-/-/575 /560 /263
H 1380 /-/-/575 /560 /-
Wind reactions based on MWFRS
A Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 967 -2408
B - C 992 -2215
C - D 814 -1685
D - E 761 -1417
Chords Tens.Comp.
E - F 814 -1684
F - G 992 -2215
G - H 967 -2408
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - L 2023 -734
L - K 1721 -524
K - J 1417 -333
Chords Tens.Comp.
J - I 1721 -524
I - H 2023 -734
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - L 289 -310
L - C 497 -221
C - K 344 -586
D - K 580 -255
Webs Tens.Comp.
E - J 577 -255
J - F 344 -585
F - I 496 -221
I - G 289 -311
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.35 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.158 K 999 440
VERT(CL):0.281 K 999 440
HORZ(LL):0.071 H - -
HORZ(TL):0.109 H - -
Creep Factor: 2.0
Max TC CSI:0.925
Max BC CSI:0.983
Max Web CSI:0.448
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T18
Ply: 1
Qty:1
Wgt: 211.4 lbs
DRW:
.../...08/23/2022
37'
7'8"14
7'8"14
12'5"13
4'8"15
17'2"3
4'8"6
19'9"13
2'7"10
24'6"3
4'8"6
29'3"1
4'8"15
37'
7'8"14
10'
10'
17'2"3
7'2"3
19'9"13
2'7"10
27'
7'2"3
37'
10'
4"89'9"14(a)(a)
21'3"
A
B
C
D E
F
G
H
IJKL
6.6 12
4X5(**)
5X5(**)
5X5(**)
3X4
5X5(**)
3X4
5X5(**)
5X5(**)
3X4
5X5(**)
5X5(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 14.15TC 24 14.15 22.85TC 24 22.85 37.00BC 77 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-1-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1390 /-/-/577 /546 /216
F 1390 /-/-/577 /546 /-
Wind reactions based on MWFRS
A Brg Wid = -Min Req =-
F Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1069 -2451
B - C 1076 -2234
C - D 919 -1722
Chords Tens.Comp.
D - E 1076 -2234
E - F 1069 -2451
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - I 2068 -839
I - H 1644 -614
Chords Tens.Comp.
H - G 1644 -614
G - F 2068 -839
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 307 -346
I - C 521 -227
C - H 336 -95
Webs Tens.Comp.
H - D 336 -95
D - G 521 -227
G - E 307 -346
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.52 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.161 H 999 440
VERT(CL):0.246 H 999 440
HORZ(LL):0.072 F - -
HORZ(TL):0.110 F - -
Creep Factor: 2.0
Max TC CSI:0.793
Max BC CSI:0.987
Max Web CSI:0.346
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T19
Ply: 1
Qty:1
Wgt: 190.4 lbs
DRW:
.../...08/23/2022
T3
37'
7'3"6
7'3"6
14'1"13
6'10"7
22'10"3
8'8"6
29'8"10
6'10"7
37'
7'3"6
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'
4"88'1"14(a)(a)
21'3"
A
B
C D
E
F
GHI
6.6 12
4X5(**)
5X5(**)
5X7(**)
5X7(**)
5X7(**)
5X7(**)
5X7(**)
5X5(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 14.15TC 24 14.15 22.85TC 24 22.85 37.00BC 77 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is8-1-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1390 /-/-/577 /546 /216
F 1390 /-/-/577 /546 /-
Wind reactions based on MWFRS
A Brg Wid = -Min Req =-
F Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1069 -2451
B - C 1076 -2234
C - D 919 -1722
Chords Tens.Comp.
D - E 1076 -2234
E - F 1069 -2451
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - I 2068 -839
I - H 1644 -614
Chords Tens.Comp.
H - G 1644 -614
G - F 2068 -839
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 307 -346
I - C 521 -227
C - H 336 -95
Webs Tens.Comp.
H - D 336 -95
D - G 521 -227
G - E 307 -346
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 25.52 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.161 H 999 440
VERT(CL):0.246 H 999 440
HORZ(LL):0.072 F - -
HORZ(TL):0.110 F - -
Creep Factor: 2.0
Max TC CSI:0.793
Max BC CSI:0.987
Max Web CSI:0.346
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T19
Ply: 1
Qty:1
Wgt: 190.4 lbs
DRW:
.../...08/23/2022
T3
37'
7'3"6
7'3"6
14'1"13
6'10"7
22'10"3
8'8"6
29'8"10
6'10"7
37'
7'3"6
10'
10'
18'6"
8'6"
27'
8'6"
37'
10'
4"88'1"14(a)(a)
21'3"
A
B
C D
E
F
GHI
6.6 12
4X5(**)
5X5(**)
5X7(**)
5X7(**)
5X7(**)
5X7(**)
5X7(**)
5X5(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 25.88TC 24 25.88 37.00BC 79 0.00 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
6-5-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1450 /-/-/495 /567 /268
F 1364 /-/-/599 /513 /-
Wind reactions based on MWFRS
J Brg Wid = -Min Req =-
F Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1064 -1578
B - C 1064 -1578
C - D 1419 -2174
Chords Tens.Comp.
D - E 1235 -2137
E - F 1296 -2411
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 268 -85
I - H 2175 -1203
Chords Tens.Comp.
H - G 1822 -914
G - F 2042 -1047
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 970 -1326
A - I 1940 -1308
I - C 456 -743
B - I 557 -551
Webs Tens.Comp.
C - H 273 -110
H - D 547 -386
D - G 371 -72
G - E 240 -266
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.68 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.176 H 999 442
VERT(CL):0.267 H 999 442
HORZ(LL):0.061 F - -
HORZ(TL):0.092 F - -
Creep Factor: 2.0
Max TC CSI:0.875
Max BC CSI:0.973
Max Web CSI:0.994
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T20
Ply: 1
Qty:1
Wgt: 212.8 lbs
DRW:
.../...08/23/2022
T1 T3
37'
8'8"2
8'8"2
17'0"11
8'4"10
25'10"9
8'9"14
30'11"1
5'0"9
37'
6'0"15
8'8"2
8'8"2
17'4"3
8'8"2
25'10"9
8'6"6
37'
11'1"76'5"144"8
(a)(a)
21'3"
A B C D
E
F
GHIJ
6.6125X5
3X8(**)
6X6(**)
6X8(**)
5X5(**)
5X7(**)
5X7(**)
5X7(**)
3X4
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Bracing
(a) Continuous lateral restraint equally spaced onmember.
Plating Notes
(**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 25.88TC 24 25.88 37.00BC 79 0.00 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Left end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is
6-5-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
J 1450 /-/-/495 /567 /268
F 1364 /-/-/599 /513 /-
Wind reactions based on MWFRS
J Brg Wid = -Min Req =-
F Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 1064 -1578
B - C 1064 -1578
C - D 1419 -2174
Chords Tens.Comp.
D - E 1235 -2137
E - F 1296 -2411
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
J - I 268 -85
I - H 2175 -1203
Chords Tens.Comp.
H - G 1822 -914
G - F 2042 -1047
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - J 970 -1326
A - I 1940 -1308
I - C 456 -743
B - I 557 -551
Webs Tens.Comp.
C - H 273 -110
H - D 547 -386
D - G 371 -72
G - E 240 -266
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.68 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.176 H 999 442
VERT(CL):0.267 H 999 442
HORZ(LL):0.061 F - -
HORZ(TL):0.092 F - -
Creep Factor: 2.0
Max TC CSI:0.875
Max BC CSI:0.973
Max Web CSI:0.994
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T20
Ply: 1
Qty:1
Wgt: 212.8 lbs
DRW:
.../...08/23/2022
T1 T3
37'
8'8"2
8'8"2
17'0"11
8'4"10
25'10"9
8'9"14
30'11"1
5'0"9
37'
6'0"15
8'8"2
8'8"2
17'4"3
8'8"2
25'10"9
8'6"6
37'
11'1"76'5"144"8
(a)(a)
21'3"
A B C D
E
F
GHIJ
6.6125X5
3X8(**)
6X6(**)
6X8(**)
5X5(**)
5X7(**)
5X7(**)
5X7(**)
3X4
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 37.00BC: From 5 plf at 0.00 to 5 plf at 37.00TC: 128 lb Conc. Load at 1.06, 3.06, 5.06, 7.06
9.06,11.06,13.06,23.06,25.06,27.06,29.06,31.0633.06,35.06TC: 99 lb Conc. Load at 15.06,17.06,19.06,21.06BC: 68 lb Conc. Load at 1.06, 3.06, 5.06, 7.069.06,11.06,13.06,23.06,25.06,27.06,29.06,31.06
33.06,35.06BC: 49 lb Conc. Load at 15.06,17.06,19.06,21.06
Plating Notes
(**) 7 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 37.00
BC 84 0.00 37.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.
Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
(J) Hanger Support Required, by othersBearing H (36'9", 21'3") HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(20) 0.148"x3" nails into supportedmember.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is4-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 2299 /-/-/-/1701 /-
H 2221 /-/-/-/1635 /-
Wind reactions based on MWFRS
N Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 984 -1335
B - C 1514 -2066
C - D 1691 -2312
Chords Tens.Comp.
D - E 1691 -2312
E - F 1520 -2072
F - G 983 -1333
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 0 0
M - L 1390 -1031
L - K 2093 -1539
Chords Tens.Comp.
K - J 2099 -1545
J - I 1389 -1030
I - H 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 851 -1103
A - M 1661 -1224
M - B 738 -857
B - L 857 -613
L - C 376 -417
C - K 275 -192
D - K 209 -234
Webs Tens.Comp.
K - E 268 -184
E - J 384 -418
J - F 866 -621
F - I 737 -858
I - G 1660 -1223
G - H 819 -1077
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.07 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.226 D 999 443
VERT(CL):0.329 D 999 443
HORZ(LL):-0.063 A - -
HORZ(TL):0.093 A - -
Creep Factor: 2.0
Max TC CSI:0.649
Max BC CSI:0.971
Max Web CSI:0.633
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T21
Ply: 2
Qty:1
Wgt: 467.6 lbs
DRW:
.../...08/23/2022
37'
6'4"15
6'4"15
12'6"5
6'1"7
18'6"
5'11"11
24'5"11
5'11"11
30'7"1
6'1"7
37'
6'4"15
6'1"7
6'1"7
12'2"13
6'1"7
18'6"
6'3"3
24'9"3
6'3"3
30'10"9
6'1"7
37'
6'1"74'9"1421'3"
A B C D E F G
HIJKLMN
5X5
3X8(**)5X7(**)
3X4
3X4
5X5(**)3X4
5X7(**)
5X5(**)
3X4
3X4
5X7(**)
5X5
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 37.00BC: From 5 plf at 0.00 to 5 plf at 37.00TC: 128 lb Conc. Load at 1.06, 3.06, 5.06, 7.06
9.06,11.06,13.06,23.06,25.06,27.06,29.06,31.0633.06,35.06TC: 99 lb Conc. Load at 15.06,17.06,19.06,21.06BC: 68 lb Conc. Load at 1.06, 3.06, 5.06, 7.069.06,11.06,13.06,23.06,25.06,27.06,29.06,31.06
33.06,35.06BC: 49 lb Conc. Load at 15.06,17.06,19.06,21.06
Plating Notes
(**) 7 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 37.00
BC 84 0.00 37.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing.
Hangers / Ties
Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information.
Recommended hanger connections are based onmanufacturer tested capacities and calculations.
Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information.
(J) Hanger Support Required, by othersBearing H (36'9", 21'3") HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(20) 0.148"x3" nails into supportedmember.
Wind
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is4-9-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 2299 /-/-/-/1701 /-
H 2221 /-/-/-/1635 /-
Wind reactions based on MWFRS
N Brg Wid = -Min Req =-
H Brg Wid = -Min Req =-
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 984 -1335
B - C 1514 -2066
C - D 1691 -2312
Chords Tens.Comp.
D - E 1691 -2312
E - F 1520 -2072
F - G 983 -1333
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
N - M 0 0
M - L 1390 -1031
L - K 2093 -1539
Chords Tens.Comp.
K - J 2099 -1545
J - I 1389 -1030
I - H 0 0
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
A - N 851 -1103
A - M 1661 -1224
M - B 738 -857
B - L 857 -613
L - C 376 -417
C - K 275 -192
D - K 209 -234
Webs Tens.Comp.
K - E 268 -184
E - J 384 -418
J - F 866 -621
F - I 737 -858
I - G 1660 -1223
G - H 819 -1077
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 26.07 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.70 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.226 D 999 443
VERT(CL):0.329 D 999 443
HORZ(LL):-0.063 A - -
HORZ(TL):0.093 A - -
Creep Factor: 2.0
Max TC CSI:0.649
Max BC CSI:0.971
Max Web CSI:0.633
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T21
Ply: 2
Qty:1
Wgt: 467.6 lbs
DRW:
.../...08/23/2022
37'
6'4"15
6'4"15
12'6"5
6'1"7
18'6"
5'11"11
24'5"11
5'11"11
30'7"1
6'1"7
37'
6'4"15
6'1"7
6'1"7
12'2"13
6'1"7
18'6"
6'3"3
24'9"3
6'3"3
30'10"9
6'1"7
37'
6'1"74'9"1421'3"
A B C D E F G
HIJKLMN
5X5
3X8(**)5X7(**)
3X4
3X4
5X5(**)3X4
5X7(**)
5X5(**)
3X4
3X4
5X7(**)
5X5
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50
BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 782 /-/-/324 /288 /262
D 782 /-/-/324 /288 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 401 -808
Chords Tens.Comp.
C - D 401 -808
D - E 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 511 -86
Chords Tens.Comp.
F - D 511 -86
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - G 0 0
C - F 336 0
Webs Tens.Comp.
H - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.93 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 F 999 240
VERT(CL):0.021 F 999 192
HORZ(LL):0.009 C - -
HORZ(TL):0.013 D - -
Creep Factor: 2.0
Max TC CSI:0.765
Max BC CSI:0.538
Max Web CSI:0.128
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T22
Ply: 1
Qty:1
Wgt: 84.0 lbs
DRW:
.../...08/23/2022
16'6"
8'3"
8'3"
16'6"
8'3"
8'3"
8'3"
16'6"
8'3"1'1'
7"147'6"68'1"121'3"A
B
C
D
E
F
G H
10
12
6X6(**)
5X5(**)
5X5(**)
6X6(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Plating Notes
(**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50
BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 782 /-/-/324 /288 /262
D 782 /-/-/324 /288 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 36 0
B - C 401 -808
Chords Tens.Comp.
C - D 401 -808
D - E 36 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 511 -86
Chords Tens.Comp.
F - D 511 -86
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - G 0 0
C - F 336 0
Webs Tens.Comp.
H - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.93 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.014 F 999 240
VERT(CL):0.021 F 999 192
HORZ(LL):0.009 C - -
HORZ(TL):0.013 D - -
Creep Factor: 2.0
Max TC CSI:0.765
Max BC CSI:0.538
Max Web CSI:0.128
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T22
Ply: 1
Qty:1
Wgt: 84.0 lbs
DRW:
.../...08/23/2022
16'6"
8'3"
8'3"
16'6"
8'3"
8'3"
8'3"
16'6"
8'3"1'1'
7"147'6"68'1"121'3"A
B
C
D
E
F
G H
10
12
6X6(**)
5X5(**)
5X5(**)
6X6(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 5.12
TC: From 29 plf at 5.12 to 29 plf at 8.25TC: From 58 plf at 8.25 to 58 plf at 16.50BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 16.50
PLB: From 20 plf at 7.13 to 20 plf at 9.37BC: 2299 lb Conc. Load at 5.12BC: 1450 lb Conc. Load at 7.06BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06
BC: 1358 lb Conc. Load at 13.06,15.06
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 4454 /-/-/-/2320 /-
F 5867 /-/-/-/2371 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =2.3 (Support)
F Brg Wid = 5.5 Min Req =3.1 (Support)Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -12
B - C 1559 -3034
C - D 1515 -2961
Chords Tens.Comp.
D - E 1359 -3114
E - F 1396 -3175
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 2272 -1164
H - G 1612 -762
Chords Tens.Comp.
G - F 2406 -1048
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 22 -17
H - D 1847 -1114
Webs Tens.Comp.
D - G 2147 -752
G - E 43 -51
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.93 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.079 G 999 240
VERT(CL):0.126 G 999 192
HORZ(LL):0.030 C - -
HORZ(TL):0.047 C - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.430
Max Web CSI:0.818
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T23
Ply: 2
Qty:1
Wgt: 226.8 lbs
DRW:
.../...08/23/2022
16'6"
4'2"13
4'2"13
8'3"
4'0"3
12'3"3
4'0"3
16'6"
4'2"13
5'6"14
5'6"14
10'11"2
5'4"4
16'6"
5'6"141'
7"147'6"68'1"121'3"A
B
C
D
E
F
GH
I J
10
12
5X5(B2)(I)
3X4
4X8(R)
4X8(**)
8X12(**)
3X4
5X5(B2)(I)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 5.12
TC: From 29 plf at 5.12 to 29 plf at 8.25TC: From 58 plf at 8.25 to 58 plf at 16.50BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 16.50
PLB: From 20 plf at 7.13 to 20 plf at 9.37BC: 2299 lb Conc. Load at 5.12BC: 1450 lb Conc. Load at 7.06BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06
BC: 1358 lb Conc. Load at 13.06,15.06
Plating Notes
(I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance.
(**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is7-6-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 4454 /-/-/-/2320 /-
F 5867 /-/-/-/2371 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =2.3 (Support)
F Brg Wid = 5.5 Min Req =3.1 (Support)Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -12
B - C 1559 -3034
C - D 1515 -2961
Chords Tens.Comp.
D - E 1359 -3114
E - F 1396 -3175
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 2272 -1164
H - G 1612 -762
Chords Tens.Comp.
G - F 2406 -1048
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 22 -17
H - D 1847 -1114
Webs Tens.Comp.
D - G 2147 -752
G - E 43 -51
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.93 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.079 G 999 240
VERT(CL):0.126 G 999 192
HORZ(LL):0.030 C - -
HORZ(TL):0.047 C - -
Creep Factor: 2.0
Max TC CSI:0.538
Max BC CSI:0.430
Max Web CSI:0.818
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T23
Ply: 2
Qty:1
Wgt: 226.8 lbs
DRW:
.../...08/23/2022
16'6"
4'2"13
4'2"13
8'3"
4'0"3
12'3"3
4'0"3
16'6"
4'2"13
5'6"14
5'6"14
10'11"2
5'4"4
16'6"
5'6"141'
7"147'6"68'1"121'3"A
B
C
D
E
F
GH
I J
10
12
5X5(B2)(I)
3X4
4X8(R)
4X8(**)
8X12(**)
3X4
5X5(B2)(I)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.00
BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 13.00BC: 2221 lb Conc. Load at 5.12BC: 1364 lb Conc. Load at 7.06
BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50
TC 24 6.50 13.00BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 3072 /-/-/-/1715 /-
F 4193 /-/-/-/2002 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.6 (Support)
F Brg Wid = 5.5 Min Req =2.2 (Support)Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -11
B - C 1122 -2002
C - D 1081 -1931
Chords Tens.Comp.
D - E 1057 -2104
E - F 1091 -2166
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1489 -832
H - G 1277 -674
Chords Tens.Comp.
G - F 1632 -816
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 30 -38
H - D 973 -728
Webs Tens.Comp.
D - G 1585 -625
G - E 43 -53
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.041 G 999 240
VERT(CL):0.066 G 999 180
HORZ(LL):-0.012 E - -
HORZ(TL):0.019 E - -
Creep Factor: 2.0
Max TC CSI:0.370
Max BC CSI:0.394
Max Web CSI:0.604
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T24
Ply: 2
Qty:1
Wgt: 193.2 lbs
DRW:
.../...08/23/2022
13'
5'1"8
5'1"8
6'6"
1'4"8
7'10"8
1'4"8
13'
5'1"8
5'3"4
5'3"4
7'8"12
2'5"8
13'
5'3"41'
7"146'0"146'7"921'3"A
B
C
D
E
F
GH
I J
10
12
5X5(B2)
3X4
4X5
5X5(**)
5X7
3X4
5X5(B2)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000'
Rt Slider: 2x4 SP #3; block length = 2.000'
Nailnote
Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.00
BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 13.00BC: 2221 lb Conc. Load at 5.12BC: 1364 lb Conc. Load at 7.06
BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06
Plating Notes
(**) 1 plate(s) require special positioning. Refer to
scaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50
TC 24 6.50 13.00BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is6-0-14.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 3072 /-/-/-/1715 /-
F 4193 /-/-/-/2002 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.6 (Support)
F Brg Wid = 5.5 Min Req =2.2 (Support)Bearings B & F Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 -11
B - C 1122 -2002
C - D 1081 -1931
Chords Tens.Comp.
D - E 1057 -2104
E - F 1091 -2166
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - H 1489 -832
H - G 1277 -674
Chords Tens.Comp.
G - F 1632 -816
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
B - I 0 0
C - H 30 -38
H - D 973 -728
Webs Tens.Comp.
D - G 1585 -625
G - E 43 -53
J - F 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:0.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 24.20 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: No
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.041 G 999 240
VERT(CL):0.066 G 999 180
HORZ(LL):-0.012 E - -
HORZ(TL):0.019 E - -
Creep Factor: 2.0
Max TC CSI:0.370
Max BC CSI:0.394
Max Web CSI:0.604
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T24
Ply: 2
Qty:1
Wgt: 193.2 lbs
DRW:
.../...08/23/2022
13'
5'1"8
5'1"8
6'6"
1'4"8
7'10"8
1'4"8
13'
5'1"8
5'3"4
5'3"4
7'8"12
2'5"8
13'
5'3"41'
7"146'0"146'7"921'3"A
B
C
D
E
F
GH
I J
10
12
5X5(B2)
3X4
4X5
5X5(**)
5X7
3X4
5X5(B2)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50BC 99 0.15 8.25BC 99 8.25 16.35
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-5-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 597 /-/-/261 /188 /78
D 597 /-/-/261 /188 /-
Wind reactions based on MWFRS
G Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings G & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 21 0
B - C 1201 -1733
Chords Tens.Comp.
C - D 1210 -1733
D - E 21 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1604 -1024
Chords Tens.Comp.
F - D 1604 -1024
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 744 -396
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 F 999 240
VERT(CL):0.219 F 887 194
HORZ(LL):0.079 D - -
HORZ(TL):0.127 D - -
Creep Factor: 2.0
Max TC CSI:0.802
Max BC CSI:0.715
Max Web CSI:0.283
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T25
Ply: 1
Qty:1
Wgt: 58.8 lbs
DRW:
.../...08/23/2022
16'6"
8'3"
8'3"
16'6"
8'3"
5"8
5"8
8'3"
7'9"8
16'0"8
7'9"8
16'6"
5"8
1'1'
4"41'7"83'5"63'9"610'1"2A
B
C
D
E
F
G
4.5 12
2.5
12
3X4(A1)
4X5
5X5(**)3X4(A1)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50BC 99 0.15 8.25BC 99 8.25 16.35
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-5-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 597 /-/-/261 /188 /78
D 597 /-/-/261 /188 /-
Wind reactions based on MWFRS
G Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings G & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 21 0
B - C 1201 -1733
Chords Tens.Comp.
C - D 1210 -1733
D - E 21 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1604 -1024
Chords Tens.Comp.
F - D 1604 -1024
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 744 -396
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.136 F 999 240
VERT(CL):0.219 F 887 194
HORZ(LL):0.079 D - -
HORZ(TL):0.127 D - -
Creep Factor: 2.0
Max TC CSI:0.802
Max BC CSI:0.715
Max Web CSI:0.283
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T25
Ply: 1
Qty:1
Wgt: 58.8 lbs
DRW:
.../...08/23/2022
16'6"
8'3"
8'3"
16'6"
8'3"
5"8
5"8
8'3"
7'9"8
16'0"8
7'9"8
16'6"
5"8
1'1'
4"41'7"83'5"63'9"610'1"2A
B
C
D
E
F
G
4.5 12
2.5
12
3X4(A1)
4X5
5X5(**)3X4(A1)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 99 0.15 8.25BC 99 8.25 16.35
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-5-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 599 /-/-/261 /189 /71
D 535 /-/-/218 /168 /-
Wind reactions based on MWFRS
F Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings F & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 21 0
B - C 1248 -1752
Chords Tens.Comp.
C - D 1259 -1751
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 1621 -1102
Chords Tens.Comp.
E - D 1622 -1102
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - E 754 -430
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.135 E 999 240
VERT(CL):0.219 E 888 194
HORZ(LL):0.078 D - -
HORZ(TL):0.127 D - -
Creep Factor: 2.0
Max TC CSI:0.825
Max BC CSI:0.804
Max Web CSI:0.287
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T26
Ply: 1
Qty:6
Wgt: 58.8 lbs
DRW:
.../...08/23/2022
16'6"
8'3"
8'3"
16'6"
8'3"
5"8
5"8
8'3"
7'9"8
16'0"8
7'9"8
16'6"
5"8
1'
4"41'7"83'5"63'9"610'1"2A
B
C
D
E
F
4.5 12
2.5
12
3X4(A1)
4X5
5X5(**)
3X4(A1)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 99 0.15 8.25BC 99 8.25 16.35
Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-5-6.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
F 599 /-/-/261 /189 /71
D 535 /-/-/218 /168 /-
Wind reactions based on MWFRS
F Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings F & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 21 0
B - C 1248 -1752
Chords Tens.Comp.
C - D 1259 -1751
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - E 1621 -1102
Chords Tens.Comp.
E - D 1622 -1102
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - E 754 -430
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.135 E 999 240
VERT(CL):0.219 E 888 194
HORZ(LL):0.078 D - -
HORZ(TL):0.127 D - -
Creep Factor: 2.0
Max TC CSI:0.825
Max BC CSI:0.804
Max Web CSI:0.287
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T26
Ply: 1
Qty:6
Wgt: 58.8 lbs
DRW:
.../...08/23/2022
16'6"
8'3"
8'3"
16'6"
8'3"
5"8
5"8
8'3"
7'9"8
16'0"8
7'9"8
16'6"
5"8
1'
4"41'7"83'5"63'9"610'1"2A
B
C
D
E
F
4.5 12
2.5
12
3X4(A1)
4X5
5X5(**)
3X4(A1)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 13.00BC 118 0.15 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-0-9.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 484 /-/-/202 /157 /102
E 410 /-/-/163 /143 /-
Wind reactions based on MWFRS
G Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 12 0
B - C 931 -1051
Chords Tens.Comp.
C - D 15 -49
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1003 -1058
Chords Tens.Comp.
F - E 996 -1060
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
F - C 217 0
C - E 1086 -1021
Webs Tens.Comp.
D - E 168 -123
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.053 F 999 240
VERT(CL):0.085 F 999 180
HORZ(LL):0.013 E - -
HORZ(TL):0.020 E - -
Creep Factor: 2.0
Max TC CSI:0.434
Max BC CSI:0.972
Max Web CSI:0.687
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T27
Ply: 1
Qty:11
Wgt: 57.4 lbs
DRW:
.../...08/23/2022
13'
7'2"15
7'2"15
13'
5'9"1
7'1"3
7'1"3
13'
5'10"131'
4"1 3'0"93'2"910'1"2AB
C
D
EFG
2.5 12
3X4(**)
3X4
3X4
3X4(**)
3X8(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 13.00BC 118 0.15 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-0-9.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 484 /-/-/202 /157 /102
E 410 /-/-/163 /143 /-
Wind reactions based on MWFRS
G Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 12 0
B - C 931 -1051
Chords Tens.Comp.
C - D 15 -49
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1003 -1058
Chords Tens.Comp.
F - E 996 -1060
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
F - C 217 0
C - E 1086 -1021
Webs Tens.Comp.
D - E 168 -123
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.053 F 999 240
VERT(CL):0.085 F 999 180
HORZ(LL):0.013 E - -
HORZ(TL):0.020 E - -
Creep Factor: 2.0
Max TC CSI:0.434
Max BC CSI:0.972
Max Web CSI:0.687
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T27
Ply: 1
Qty:11
Wgt: 57.4 lbs
DRW:
.../...08/23/2022
13'
7'2"15
7'2"15
13'
5'9"1
7'1"3
7'1"3
13'
5'10"131'
4"1 3'0"93'2"910'1"2AB
C
D
EFG
2.5 12
3X4(**)
3X4
3X4
3X4(**)
3X8(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 15.33BC 107 0.15 15.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-6-7.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 559 /-/-/231 /176 /119
E 486 /-/-/192 /169 /-
Wind reactions based on MWFRS
G Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 12 0
B - C 570 -1217
Chords Tens.Comp.
C - D 17 -54
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1156 -665
Chords Tens.Comp.
F - E 1149 -666
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
F - C 264 0
C - E 689 -1189
Webs Tens.Comp.
D - E 118 -129
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.077 B 999 240
VERT(CL):0.122 B 999 182
HORZ(LL):0.018 B - -
HORZ(TL):0.029 B - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.974
Max Web CSI:0.998
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T28
Ply: 1
Qty:11
Wgt: 65.8 lbs
DRW:
.../...08/23/2022
15'4"
8'9"6
8'9"6
15'4"
6'6"10
8'9"8
8'9"8
15'4"
6'6"81'
4"1 3'6"73'8"710'1"2AB
C
D
EFG
2.5 12
3X4(**)
3X4
5X7(**)
3X4(**)
4X5(R)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 15.33BC 107 0.15 15.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Hangers / Ties
(J) Hanger Support Required, by others
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-6-7.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
G 559 /-/-/231 /176 /119
E 486 /-/-/192 /169 /-
Wind reactions based on MWFRS
G Brg Wid = 3.5 Min Req =1.5 (Truss)
E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 12 0
B - C 570 -1217
Chords Tens.Comp.
C - D 17 -54
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 1156 -665
Chords Tens.Comp.
F - E 1149 -666
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
F - C 264 0
C - E 689 -1189
Webs Tens.Comp.
D - E 118 -129
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.077 B 999 240
VERT(CL):0.122 B 999 182
HORZ(LL):0.018 B - -
HORZ(TL):0.029 B - -
Creep Factor: 2.0
Max TC CSI:0.691
Max BC CSI:0.974
Max Web CSI:0.998
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T28
Ply: 1
Qty:11
Wgt: 65.8 lbs
DRW:
.../...08/23/2022
15'4"
8'9"6
8'9"6
15'4"
6'6"10
8'9"8
8'9"8
15'4"
6'6"81'
4"1 3'6"73'8"710'1"2AB
C
D
EFG
2.5 12
3X4(**)
3X4
5X7(**)
3X4(**)
4X5(R)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.81BC 92 0.15 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-11-7.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 322 /-/-/157 /54 /72
D 243 /-/-/113 /49 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 0
Chords Tens.Comp.
B - C 21 -102
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 38 -45
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - D 262 -180
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.019 B - -
HORZ(TL):0.031 B - -
Creep Factor: 2.0
Max TC CSI:0.771
Max BC CSI:0.522
Max Web CSI:0.372
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T29
Ply: 1
Qty:12
Wgt: 29.4 lbs
DRW:
.../...08/23/2022
7'9"12
7'9"121'
4"3 2'11"73'2"1510'1"2A
B
C
D
4 12
3X4(**)
3X4(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.81BC 92 0.15 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is2-11-7.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 322 /-/-/157 /54 /72
D 243 /-/-/113 /49 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 1.5 Min Req =-Bearing B Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 19 0
Chords Tens.Comp.
B - C 21 -102
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - D 38 -45
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - D 262 -180
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.019 B - -
HORZ(TL):0.031 B - -
Creep Factor: 2.0
Max TC CSI:0.771
Max BC CSI:0.522
Max Web CSI:0.372
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T29
Ply: 1
Qty:12
Wgt: 29.4 lbs
DRW:
.../...08/23/2022
7'9"12
7'9"121'
4"3 2'11"73'2"1510'1"2A
B
C
D
4 12
3X4(**)
3X4(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.46TC 24 7.46 15.92BC 120 0.15 14.77Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-5-9.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 546 /-/-/260 /169 /89
D 546 /-/-/260 /169 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 23 0
B - C 596 -763
Chords Tens.Comp.
C - D 596 -763
D - E 23 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 644 -407
Chords Tens.Comp.
F - D 644 -407
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 248 -2
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 F 999 240
VERT(CL):0.033 B 999 180
HORZ(LL):0.008 D - -
HORZ(TL):0.018 B - -
Creep Factor: 2.0
Max TC CSI:0.561
Max BC CSI:0.416
Max Web CSI:0.094
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T30
Ply: 1
Qty:4
Wgt: 54.6 lbs
DRW:
.../...08/23/2022
14'11"
7'5"8
7'5"8
14'11"
7'5"8
7'5"8
7'5"8
14'11"
7'5"81'1'
4"53'5"93'10"110'1"2A
B
C
D
E
F
5 12
3X4(**)
4X4(**)
3X4
3X4(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.46TC 24 7.46 15.92BC 120 0.15 14.77Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Wind loading based on both gable and hip roof types.
Additional Notes
The overall height of this truss excluding overhang is3-5-9.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 546 /-/-/260 /169 /89
D 546 /-/-/260 /169 /-
Wind reactions based on MWFRS
B Brg Wid = 5.5 Min Req =1.5 (Truss)
D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 23 0
B - C 596 -763
Chords Tens.Comp.
C - D 596 -763
D - E 23 0
Maximum Bot Chord Forces Per Ply (lbs)
Chords Tens.Comp.
B - F 644 -407
Chords Tens.Comp.
F - D 644 -407
Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
C - F 248 -2
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.018 F 999 240
VERT(CL):0.033 B 999 180
HORZ(LL):0.008 D - -
HORZ(TL):0.018 B - -
Creep Factor: 2.0
Max TC CSI:0.561
Max BC CSI:0.416
Max Web CSI:0.094
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:T30
Ply: 1
Qty:4
Wgt: 54.6 lbs
DRW:
.../...08/23/2022
14'11"
7'5"8
7'5"8
14'11"
7'5"8
7'5"8
7'5"8
14'11"
7'5"81'1'
4"53'5"93'10"110'1"2A
B
C
D
E
F
5 12
3X4(**)
4X4(**)
3X4
3X4(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 14.44BC 75 0.00 14.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
The overall height of this truss excluding overhang is7-11-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*66 /-/-/38 /18 /18
Wind reactions based on MWFRS
D Brg Wid = 173 Min Req =-
Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 118 -319
Chords Tens.Comp.
B - C 56 -108
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - E 362 -99
Chords Tens.Comp.
E - D 369 -102
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
B - E 430 -468
Webs Tens.Comp.
C - D 115 -116
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 27.63 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.063 A 999 240
VERT(CL):0.103 A 999 180
HORZ(LL):0.019 A - -
HORZ(TL):0.031 A - -
Creep Factor: 2.0
Max TC CSI:0.835
Max BC CSI:0.477
Max Web CSI:0.188
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:V01
Ply: 1
Qty:1
Wgt: 63.0 lbs
DRW:
.../...08/23/2022
14'5"4
8'5"4
8'5"4
14'5"4
6'
8'5"4
8'5"4
14'5"4
6'
0"8 7'11"1223'5"10
A
B
C
D
E
6.6
12
3X4(**)
3X4
3X4
3X4(**)
3X4(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 14.44BC 75 0.00 14.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
The overall height of this truss excluding overhang is7-11-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*66 /-/-/38 /18 /18
Wind reactions based on MWFRS
D Brg Wid = 173 Min Req =-
Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 118 -319
Chords Tens.Comp.
B - C 56 -108
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - E 362 -99
Chords Tens.Comp.
E - D 369 -102
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
B - E 430 -468
Webs Tens.Comp.
C - D 115 -116
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 27.63 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.063 A 999 240
VERT(CL):0.103 A 999 180
HORZ(LL):0.019 A - -
HORZ(TL):0.031 A - -
Creep Factor: 2.0
Max TC CSI:0.835
Max BC CSI:0.477
Max Web CSI:0.188
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:V01
Ply: 1
Qty:1
Wgt: 63.0 lbs
DRW:
.../...08/23/2022
14'5"4
8'5"4
8'5"4
14'5"4
6'
8'5"4
8'5"4
14'5"4
6'
0"8 7'11"1223'5"10
A
B
C
D
E
6.6
12
3X4(**)
3X4
3X4
3X4(**)
3X4(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 11.41BC 75 0.00 11.41Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
The overall height of this truss excluding overhang is6-3-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*66 /-/-/38 /17 /18
Wind reactions based on MWFRS
D Brg Wid = 136 Min Req =-
Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 95 -320
Chords Tens.Comp.
B - C 65 -105
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - E 331 -75
Chords Tens.Comp.
E - D 342 -80
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
B - E 424 -375
Webs Tens.Comp.
C - D 160 -135
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 28.46 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 A 999 240
VERT(CL):0.018 A 999 180
HORZ(LL):-0.005 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.539
Max BC CSI:0.287
Max Web CSI:0.126
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:V02
Ply: 1
Qty:1
Wgt: 49.0 lbs
DRW:
.../...08/23/2022
11'4"14
5'4"14
5'4"14
11'4"14
6'
5'4"14
5'4"14
11'4"14
6'
0"8 6'3"1225'1"10
A
B
C
D
E
6.6 12
3X4(**)
3X4
3X4
3X4(**)
3X4(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 11.41BC 75 0.00 11.41Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
The overall height of this truss excluding overhang is6-3-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D*66 /-/-/38 /17 /18
Wind reactions based on MWFRS
D Brg Wid = 136 Min Req =-
Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 95 -320
Chords Tens.Comp.
B - C 65 -105
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - E 331 -75
Chords Tens.Comp.
E - D 342 -80
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
B - E 424 -375
Webs Tens.Comp.
C - D 160 -135
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 28.46 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):0.011 A 999 240
VERT(CL):0.018 A 999 180
HORZ(LL):-0.005 C - -
HORZ(TL):0.005 C - -
Creep Factor: 2.0
Max TC CSI:0.539
Max BC CSI:0.287
Max Web CSI:0.126
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:V02
Ply: 1
Qty:1
Wgt: 49.0 lbs
DRW:
.../...08/23/2022
11'4"14
5'4"14
5'4"14
11'4"14
6'
5'4"14
5'4"14
11'4"14
6'
0"8 6'3"1225'1"10
A
B
C
D
E
6.6 12
3X4(**)
3X4
3X4
3X4(**)
3X4(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 8.38BC 75 0.00 8.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
The overall height of this truss excluding overhang is4-7-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
C*66 /-/-/37 /16 /17
Wind reactions based on MWFRS
C Brg Wid = 100 Min Req =-
Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 96 -166
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 297 -58
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
B - C 274 -200
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 29.29 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.031 A - -
HORZ(TL):0.051 A - -
Creep Factor: 2.0
Max TC CSI:0.954
Max BC CSI:0.634
Max Web CSI:0.081
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:V03
Ply: 1
Qty:1
Wgt: 35.0 lbs
DRW:
.../...08/23/2022
8'4"8
8'4"8
8'4"8
0"8 4'7"1226'9"10
A
B
C
6.6
12
3X4(**)
3X4(**)
4X5(**)
2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer
Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200
NOTES:
1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489
Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau
Lumber
Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;
Plating Notes
(**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements.
Purlins
In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 8.38BC 75 0.00 8.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&Cmember design.
Right end vertical not exposed to wind pressure.
Wind loading based on both gable and hip roof types.
Additional Notes
See DWGS VALTN160118 and VAL180160118 forvalley details.
The overall height of this truss excluding overhang is4-7-12.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
C*66 /-/-/37 /16 /17
Wind reactions based on MWFRS
C Brg Wid = 100 Min Req =-
Bearing A Fcperp = 565psi.
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp.
A - B 96 -166
Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp.
A - C 297 -58
Maximum Web Forces Per Ply(lbs)Webs Tens.Comp.
B - C 274 -200
Loading Criteria (psf)
TCLL:20.00
TCDL:7.00
BCLL:0.00
BCDL:5.00
Des Ld:32.00
NCBCLL:10.00
Soffit:2.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-16
Speed:130 mph
Enclosure: Closed
Risk Category: II
EXP: C Kzt: NA
Mean Height: 29.29 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Building Code:
FBC 7th Ed. 2020 Res.
TPI Std:2014
Rep Fac: Yes
FT/RT:30(0)/10(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):0.031 A - -
HORZ(TL):0.051 A - -
Creep Factor: 2.0
Max TC CSI:0.954
Max BC CSI:0.634
Max Web CSI:0.081
Mfg Specified Camber:
VIEW Ver: 22.01.01A.0520.12
Job Number:18414
Turner Residence
Truss Label:V03
Ply: 1
Qty:1
Wgt: 35.0 lbs
DRW:
.../...08/23/2022
8'4"8
8'4"8
8'4"8
0"8 4'7"1226'9"10
A
B
C
6.6
12
3X4(**)
3X4(**)
4X5(**)
DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF