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1828 ATLANTIC BEACH DR RES25-0208 Alderman-TussNO 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 96 truss designs with individual date of design 130MPH (3 second gust)\ASCE 7-22 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 8th Ed. 2023 Res.\TPI 2014 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE B011 30588 7/7/2025 B022 30588 7/7/2025 F013 30588 7/7/2025 F024 30588 7/7/2025 F02A5 30588 7/7/2025 F036 30588 7/7/2025 F03A7 30588 7/7/2025 F048 30588 7/7/2025 F04A9 30588 7/7/2025 F0510 30588 7/7/2025 F0611 30588 7/7/2025 F0712 30588 7/7/2025 F07A13 30588 7/7/2025 F0814 30588 7/7/2025 F0915 30588 7/7/2025 F1016 30588 7/7/2025 F1117 30588 7/7/2025 F1218 30588 7/7/2025 F12A19 30588 7/7/2025 F1320 30588 7/7/2025 F1421 30588 7/7/2025 FG0222 30588 7/7/2025 FG0323 30588 7/7/2025 FG0424 30588 7/7/2025 FG0525 30588 7/7/2025 FG0726 30588 7/7/2025 FG0827 30588 7/7/2025 FGE0128 30588 7/7/2025 FGE0229 30588 7/7/2025 FGE0330 30588 7/7/2025 FT0131 30588 7/7/2025 FT0232 30588 7/7/2025 FT0333 30588 7/7/2025 FT0534 30588 7/7/2025 GE0135 30588 7/7/2025 GE0236 30588 7/7/2025 GE0337 30588 7/7/2025 GE0438 30588 7/7/2025 GE0539 30588 7/7/2025 GE0740 30588 7/7/2025 GE0841 30588 7/7/2025 GE0942 30588 7/7/2025 GE1043 30588 7/7/2025 GE1144 30588 7/7/2025 GE1245 30588 7/7/2025 GE1346 30588 7/7/2025 HJ0747 30588 7/7/2025 HJ07Z48 30588 7/7/2025 J01Z49 30588 7/7/2025 J0350 30588 7/7/2025 J03Z51 30588 7/7/2025 J0552 30588 7/7/2025 J05Z53 30588 7/7/2025 J0754 30588 7/7/2025 J07Z55 30588 7/7/2025 J07ZG56 30588 7/7/2025 T0157 30588 7/7/2025 T0258 30588 7/7/2025 T0359 30588 7/7/2025 T0460 30588 7/7/2025 T0561 30588 7/7/2025 T0662 30588 7/7/2025 T0763 30588 7/7/2025 T0864 30588 7/7/2025 T0965 30588 7/7/2025 T1066 30588 7/7/2025 T1167 30588 7/7/2025 T1368 30588 7/7/2025 T13A69 30588 7/7/2025 T13B70 30588 7/7/2025 T1471 30588 7/7/2025 T1572 30588 7/7/2025 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 7/7/2025 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. PE No. 80499 Jacqueline Ellen Rowland Structural Engineer of Record Atlantic Beach Dr - Duval Site Information Riverside Homes Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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 96 truss designs with individual date of design Site Information Atlantic Beach Dr 130MPH (3 second gust)\ASCE 7-22 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 8th Ed. 2023 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 T1673 30588 7/7/2025 T2174 30588 7/7/2025 T2275 30588 7/7/2025 T2376 30588 7/7/2025 T23A77 30588 7/7/2025 T2478 30588 7/7/2025 T24A79 30588 7/7/2025 T2580 30588 7/7/2025 T2681 30588 7/7/2025 T2782 30588 7/7/2025 T2883 30588 7/7/2025 T3084 30588 7/7/2025 T3185 30588 7/7/2025 T3286 30588 7/7/2025 T3387 30588 7/7/2025 T3488 30588 7/7/2025 T3589 30588 7/7/2025 T3690 30588 7/7/2025 T3791 30588 7/7/2025 V0192 30588 7/7/2025 V0293 30588 7/7/2025 V0394 30588 7/7/2025 V0495 30588 7/7/2025 V0596 30588 7/7/2025 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 7/7/2025 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: 8100D218-0085-4BAC-949F-2961E074CBA5 Job # 30588 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 08'04"00 FG02 FLAT 0.00/12 Pitch 2 -Ply 0.004459.281 0.002838.342 1 04'01"00 FG03 FLAT 0.00/12 Pitch 2 -Ply 0.001228.441 0.002103.262 1 06'02"08 FG04 FLAT 0.00/12 Pitch 2 -Ply 0.004619.871 0.004781.952 1 14'10"00 FG05 FLAT 0.00/12 Pitch 2 -Ply 0.003224.591 0.004213.262 1 06'11"08 FG07 FLAT 0.00/12 Pitch 2 -Ply 0.004290.751 0.004267.002 1 16'06"08 FG08 FLAT 0.00/12 Pitch 2 -Ply 0.001367.041 0.007730.742 0.009301.643 0.00947.854 2 11'10"00 FT01 MONO 3.00/12 Pitch 2 -Ply 0.00-613.351 0.00-957.012 4 11'10"00 FT02 MONO 3.00/12 Pitch 1 -Ply 131.00988.831 45.00909.822 2 12'03"08 FT03 MONO 3.00/12 Pitch 1 -Ply 133.001024.111 53.00925.232 1 18'01"08 FT05 SPEC 3.00/12 Pitch 4 -Ply 363.005292.211 923.0011565.332 1 14'06"00 GE01 GABL 10.00/12 Pitch 1 -Ply 98.00412.481 63.00121.902 265.00307.743 265.00307.744 61.00121.175 98.00412.486 1 30'10"10 GE02 GABL 7.00/12 Pitch 1 -Ply 152.00454.631 424.001590.192 1 33'06"00 GE03 GABL 7.00/12 Pitch 1 -Ply 132.00198.651 579.001724.282 137.00420.693 1 13'00"00 GE04 GABL 7.00/12 Pitch 1 -Ply 397.00842.911 79.00220.582 1 17'00"00 GE05 GABL 6.50/12 Pitch 1 -Ply 613.001322.241 1 15'02"00 GE07 GABL 10.00/12 Pitch 1 -Ply 160.00623.081 160.00623.082 1 40'00"00 GE08 GABL 2.50/12 Pitch 1 -Ply 376.001209.461 84.0072.922 128.00801.613 441.00646.164 58.00246.815 1 03'06"08 GE09 GABL 2.50/12 Pitch 1 -Ply 129.00255.081 24.0069.962 1 03'04"00 GE10 GABL 3.00/12 Pitch 1 -Ply 117.00312.361 1 02'00"00 GE11 GABL 3.00/12 Pitch 1 -Ply 98.00226.451 1 20'08"00 GE12 GABL 3.00/12 Pitch 1 -Ply 413.001289.931 25.0076.792 Page 1 of 5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Job # 30588 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 24.0062.443 1 24'04"00 GE13 GABL 10.00/12 Pitch 1 -Ply 87.00293.451 566.001567.392 1 09'09"05 HJ07 HIP_JACK 2.12/12 Pitch 1 -Ply 59.00307.881 0.00142.112 75.00191.033 1 09'09"05 HJ07Z HIP_JACK 4.60/12 Pitch 1 -Ply 28.00329.281 0.00322.812 22.0069.563 2 01'00"00 J01Z JACK 6.50/12 Pitch 1 -Ply 130.00217.721 0.0015.002 1.00259.693 2 03'00"00 J03 JACK 3.00/12 Pitch 1 -Ply 112.00232.661 0.0033.392 26.0047.863 2 03'00"00 J03Z JACK 6.50/12 Pitch 1 -Ply 143.00227.671 0.0045.002 0.0077.243 2 05'00"00 J05 JACK 3.00/12 Pitch 1 -Ply 116.00283.201 0.0063.842 54.00104.383 2 05'00"00 J05Z JACK 6.50/12 Pitch 1 -Ply 184.00282.391 0.0075.002 30.00123.013 3 07'00"00 J07 EJACK 3.00/12 Pitch 1 -Ply 126.00341.841 0.0092.962 80.00156.313 6 07'00"00 J07Z EJACK 6.50/12 Pitch 1 -Ply 147.00343.511 0.00105.002 37.00183.733 1 07'00"00 J07ZG MONO 6.50/12 Pitch 1 -Ply 531.001222.891 507.001164.532 1 14'06"00 T01 COMN 10.00/12 Pitch 1 -Ply 321.00456.491 196.00846.812 1 33'04"08 T02 COMN 0.00/12 Pitch 1 -Ply 676.001405.971 675.001403.722 1 33'04"08 T03 COMN 0.00/12 Pitch 1 -Ply 676.001405.971 675.001403.722 1 33'04"08 T04 COMN 0.00/12 Pitch 1 -Ply 688.001513.681 681.001421.922 1 33'04"08 T05 COMN 0.00/12 Pitch 1 -Ply 679.001489.051 677.001429.722 1 33'04"08 T06 COMN 0.00/12 Pitch 1 -Ply 789.001523.761 947.001884.262 1 33'04"08 T07 COMN 0.00/12 Pitch 1 -Ply 768.001523.761 923.001884.262 1 33'04"08 T08 COMN 7.00/12 Pitch 1 -Ply 727.001523.051 877.001881.292 5 33'06"00 T09 COMN 7.00/12 Pitch 1 -Ply 726.001512.901 663.001406.462 1 34'10"00 T10 COMN 6.50/12 Pitch 4 -Ply 7099.0014939.101 Page 2 of 5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Job # 30588 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 6894.0014665.852 1 13'00"00 T11 COMN 7.00/12 Pitch 1 -Ply 249.00531.751 249.00531.752 1 17'00"00 T13 COMN 6.50/12 Pitch 1 -Ply 318.00759.381 318.00759.382 1 17'00"00 T13A COMN 6.50/12 Pitch 1 -Ply 320.00764.321 265.00653.662 3 17'00"00 T13B COMN 6.50/12 Pitch 1 -Ply 320.00764.321 265.00653.662 1 34'10"00 T14 COMN 6.50/12 Pitch 1 -Ply 794.002392.031 763.003034.492 1 34'10"00 T15 COMN 6.50/12 Pitch 1 -Ply 555.001343.461 555.001343.452 1 34'10"00 T16 COMN 6.50/12 Pitch 1 -Ply 400.001347.261 400.001347.262 1 15'02"00 T21 COMN 10.00/12 Pitch 1 -Ply 168.00740.581 168.00740.582 4 14'02"08 T22 COMN 10.00/12 Pitch 1 -Ply 162.00713.491 125.00596.582 3 14'04"00 T23 COMN 10.00/12 Pitch 1 -Ply 50.00718.781 39.00599.812 1 14'04"00 T23A COMN 10.00/12 Pitch 1 -Ply 453.00790.451 28.00528.142 1 40'00"00 T24 COMN 2.50/12 Pitch 1 -Ply 228.00590.601 403.001464.362 234.00869.883 9 40'00"00 T24A COMN 2.50/12 Pitch 1 -Ply 227.00590.661 424.001467.902 199.00760.393 6 03'04"00 T25 MONO 3.00/12 Pitch 1 -Ply 112.00239.871 27.0072.492 1 11'10"00 T26 COMN 3.00/12 Pitch 1 -Ply 247.00775.501 291.001009.812 1 11'10"00 T27 COMN 3.00/12 Pitch 1 -Ply 162.00491.741 128.00368.282 1 11'10"00 T28 COMN 3.00/12 Pitch 1 -Ply 156.00491.861 110.00371.602 10 11'10"00 T30 MONO 3.00/12 Pitch 1 -Ply 155.00491.741 98.00368.282 6 20'08"00 T31 MONO 3.00/12 Pitch 1 -Ply 228.00771.571 236.00655.662 1 20'08"00 T32 MONO 3.00/12 Pitch 2 -Ply 1427.005665.461 1275.005024.572 10 24'04"00 T33 COMN 10.00/12 Pitch 1 -Ply 256.001062.341 221.00946.372 1 33'06"00 T34 COMN 7.00/12 Pitch 1 -Ply 774.001627.691 853.001877.502 1 33'06"00 T35 COMN 7.00/12 Pitch 1 -Ply 775.001628.751 855.001878.312 2 33'06"00 T36 COMN 7.00/12 Pitch 1 -Ply 775.001629.061 Page 3 of 5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Job # 30588 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 861.001883.852 1 33'06"00 T37 COMN 7.00/12 Pitch 1 -Ply 775.001629.241 861.001884.052 1 07'08"07 V01 VAL 6.50/12 Pitch 1 -Ply 129.00506.771 1 05'06"10 V02 VAL 6.50/12 Pitch 1 -Ply 166.00364.791 1 03'04"12 V03 VAL 6.50/12 Pitch 1 -Ply 93.00222.801 1 05'08"07 V04 VAL 6.50/12 Pitch 1 -Ply 92.00374.931 1 03'06"10 V05 VAL 6.50/12 Pitch 1 -Ply 50.00232.941 WOODFLOOR QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 2 17'00"00 F01 SY42 0.00/12 Pitch 1 -Ply 0.00864.541 0.002047.722 5 16'01"00 F02 SY42 0.00/12 Pitch 1 -Ply 0.00875.491 0.00878.262 1 15'06"00 F02A SY42 0.00/12 Pitch 1 -Ply 0.00845.571 0.00856.522 2 14'05"08 F03 SY42 0.00/12 Pitch 1 -Ply 0.00795.211 0.00795.212 6 14'09"08 F03A SY42 0.00/12 Pitch 1 -Ply 0.00814.581 0.00847.512 6 14'06"00 F04 SY42 0.00/12 Pitch 1 -Ply 0.00790.561 0.00801.522 2 14'06"00 F04A SY42 0.00/12 Pitch 1 -Ply 0.00718.691 0.00729.362 2 15'04"08 F05 SY42 0.00/12 Pitch 1 -Ply 0.00762.451 0.00773.112 6 18'06"12 F06 SY42 0.00/12 Pitch 1 -Ply 0.001666.221 0.001030.922 0.00313.653 1 19'01"04 F07 SY42 0.00/12 Pitch 1 -Ply 0.00803.921 0.001134.072 0.00260.533 1 19'01"04 F07A SY42 0.00/12 Pitch 1 -Ply 0.00712.771 0.00841.832 0.00558.583 2 19'06"12 F08 SY42 0.00/12 Pitch 1 -Ply 0.001532.581 0.00845.382 0.00561.633 2 20'00"00 F09 SY42 0.00/12 Pitch 1 -Ply 0.001891.121 0.001080.612 2 19'09"00 F10 SY42 0.00/12 Pitch 1 -Ply 0.001887.731 0.001069.032 2 18'10"08 F11 SY42 0.00/12 Pitch 1 -Ply 0.001715.061 0.00929.152 1 20'00"00 F12 SY42 0.00/12 Pitch 1 -Ply 0.001719.301 0.00982.072 1 19'09"00 F12A SY42 0.00/12 Pitch 1 -Ply 0.001716.221 0.00971.852 5 19'03"08 F13 SY42 0.00/12 Pitch 1 -Ply 0.00964.581 Page 4 of 5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Job # 30588 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 0.00964.582 6 20'10"08 F14 SY42 0.00/12 Pitch 1 -Ply 0.001041.471 0.001034.362 1 17'00"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 0.001736.781 0.00123.682 1 14'00"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 0.001519.581 1 03'08"12 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 0.00410.211 Total of Trusses 195 Maximun Height 11'10"14 Page 5 of 5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 'HVLJQ 5HVXOWV $FWXDO # 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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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.12 to 100 plf at 16.88 BC: From 10 plf at 0.00 to 10 plf at 17.00 TC: 1029 lb Conc. Load at 16.88 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 6]4X5 2.25 L 1.25 [18]3X3 1.25 R 1.25 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 16.88 BC 120 0.19 17.00 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 S 865 /-/-/-/-/- M 2048 /-/-/-/-/- S Brg W id = 8.0 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =1.5 (Truss) Bearing S is a rigid surface. Bearing M Fcperp = 565psi. Bearing S requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1917 C - D 0 -1917 D - E 0 -2070 E - F 0 -1775 Chords Tens.Comp. F - G 0 -1775 G - H 0 -1775 H - I 531 -38 I - J 531 -38 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1193 0 R - Q 2073 0 Q - P 2073 0 P - O 2070 0 Chords Tens.Comp. O - N 2066 0 N - M 990 -149 M - L 5 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 0 -125 A - T 0 -105 S - B 0 -1394 B - R 845 0 C - R 0 -298 R - D 174 -374 D - P 56 -170 O - E 233 -49 Webs Tens.Comp. E - N 0 -664 G - N 43 -228 N - H 964 0 H - M 0 -1471 I - M 0 -261 M - J 72 -1143 J - L 0 -45 K - L 0 -12 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 D 999 360 VERT(CL):0.251 D 759 254 HORZ(LL):0.030 B - - HORZ(TL):0.043 B - - Creep Factor: 2.0 Max TC CSI:0.751 Max BC CSI:0.755 Max Web CSI:0.459 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F01 Ply: 1 Qty:2 Wgt: 101.0 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W3 W2 W3 W2 W2 W4 W2 W3 W3 W2 W5 W2 W1 3"8 16'3"8 8"8SEAT PLATE REQ. 3"2'6"2'6"12 (TYP) 1'5"12 8"4 3" 17' 8' 8' 9'4" 1'4" 17' 7'8"1'8"+ A B C D E F G H I J K LMNOPQRS T 3X8 4X5 4X5[6]W=3X8 3X3 3X3 W=3X4 3X8 4X5 3X8 3X3[18] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.12 to 100 plf at 16.88 BC: From 10 plf at 0.00 to 10 plf at 17.00 TC: 1029 lb Conc. Load at 16.88 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 6]4X5 2.25 L 1.25 [18]3X3 1.25 R 1.25 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 16.88 BC 120 0.19 17.00 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 S 865 /-/-/-/-/- M 2048 /-/-/-/-/- S Brg W id = 8.0 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =1.5 (Truss) Bearing S is a rigid surface. Bearing M Fcperp = 565psi. Bearing S requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1917 C - D 0 -1917 D - E 0 -2070 E - F 0 -1775 Chords Tens.Comp. F - G 0 -1775 G - H 0 -1775 H - I 531 -38 I - J 531 -38 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1193 0 R - Q 2073 0 Q - P 2073 0 P - O 2070 0 Chords Tens.Comp. O - N 2066 0 N - M 990 -149 M - L 5 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 0 -125 A - T 0 -105 S - B 0 -1394 B - R 845 0 C - R 0 -298 R - D 174 -374 D - P 56 -170 O - E 233 -49 Webs Tens.Comp. E - N 0 -664 G - N 43 -228 N - H 964 0 H - M 0 -1471 I - M 0 -261 M - J 72 -1143 J - L 0 -45 K - L 0 -12 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 D 999 360 VERT(CL):0.251 D 759 254 HORZ(LL):0.030 B - - HORZ(TL):0.043 B - - Creep Factor: 2.0 Max TC CSI:0.751 Max BC CSI:0.755 Max Web CSI:0.459 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F01 Ply: 1 Qty:2 Wgt: 101.0 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W3 W2 W3 W2 W2 W4 W2 W3 W3 W2 W5 W2 W1 3"8 16'3"8 8"8SEAT PLATE REQ. 3"2'6"2'6"12 (TYP) 1'5"12 8"4 3" 17' 8' 8' 9'4" 1'4" 17' 7'8"1'8"+ A B C D E F G H I J K LMNOPQRS T 3X8 4X5 4X5[6]W=3X8 3X3 3X3 W=3X4 3X8 4X5 3X8 3X3[18] 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 2400f-2.0E; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 6]4X5 2.25 L 1.25 [10]3X3 1.25 L 1.25 [12]4X8 3.50 R 1.25 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 16.08 BC 120 0.19 15.79 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 875 /-/-/-/-/- H 878 /-/-/-/-/- O Brg W id = 8.0 Min Req =1.5 (Truss) H Brg W id = 3.0 Min Req =1.5 (Truss) Bearings O & H are a rigid surface. Bearing O requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2002 C - D 0 -2002 D - E 0 -2138 Chords Tens.Comp. E - F 0 -1360 F - G 0 -1326 G - H 0 -1360 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1235 0 N - M 2142 0 M - L 2138 0 Chords Tens.Comp. L - K 2131 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - O 0 -126 A - P 0 -105 O - B 0 -1441 B - N 896 0 C - N 0 -310 N - D 81 -446 Webs Tens.Comp. D - M 46 -176 L - E 225 -3 E - K 0 -973 F - K 0 -360 K - H 1558 0 H - J 37 0 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 8th Ed. 2023 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):0.303 D 623 360 VERT(CL):0.400 M 472 252 HORZ(LL):0.056 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.908 Max BC CSI:0.636 Max Web CSI:0.742 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F02 Ply: 1 Qty:5 Wgt: 87.9 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W3 W3 W2 W3 W2 W2 W3 W2 W4 W5 3"8 16'1" SEAT PLATE REQ. 3"2'6"2'6"12 (TYP) 5" 8' 8' 10'5" 2'5" 16'1" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO P 1.5X3 3X8 4X5 1.5X3 4X5[6] 3X3 1.5X3 1.5X3 3X3[10]1.5X3 4X8[12] 3X3 5X7 1.5X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 2400f-2.0E; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 6]4X5 2.25 L 1.25 [10]3X3 1.25 L 1.25 [12]4X8 3.50 R 1.25 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 16.08 BC 120 0.19 15.79 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 875 /-/-/-/-/- H 878 /-/-/-/-/- O Brg W id = 8.0 Min Req =1.5 (Truss) H Brg W id = 3.0 Min Req =1.5 (Truss) Bearings O & H are a rigid surface. Bearing O requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2002 C - D 0 -2002 D - E 0 -2138 Chords Tens.Comp. E - F 0 -1360 F - G 0 -1326 G - H 0 -1360 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1235 0 N - M 2142 0 M - L 2138 0 Chords Tens.Comp. L - K 2131 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - O 0 -126 A - P 0 -105 O - B 0 -1441 B - N 896 0 C - N 0 -310 N - D 81 -446 Webs Tens.Comp. D - M 46 -176 L - E 225 -3 E - K 0 -973 F - K 0 -360 K - H 1558 0 H - J 37 0 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 8th Ed. 2023 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):0.303 D 623 360 VERT(CL):0.400 M 472 252 HORZ(LL):0.056 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.908 Max BC CSI:0.636 Max Web CSI:0.742 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F02 Ply: 1 Qty:5 Wgt: 87.9 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W3 W3 W2 W3 W2 W2 W3 W2 W4 W5 3"8 16'1" SEAT PLATE REQ. 3"2'6"2'6"12 (TYP) 5" 8' 8' 10'5" 2'5" 16'1" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO P 1.5X3 3X8 4X5 1.5X3 4X5[6] 3X3 1.5X3 1.5X3 3X3[10]1.5X3 4X8[12] 3X3 5X7 1.5X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.25 L 1.25 [ 8]3X3 1.25 L 1.25 [10]4X8 3.50 R 1.25 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 15.50 BC 120 0.00 15.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 846 /-/-/-/-/- H 857 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1930 C - D 0 -1930 D - E 0 -2038 Chords Tens.Comp. E - F 0 -1325 F - G 0 -1292 G - H 0 -1325 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1223 0 N - M 2041 0 M - L 2038 0 Chords Tens.Comp. L - K 2033 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -107 O - B 0 -1418 B - N 825 0 C - N 0 -291 N - D 101 -419 D - M 49 -156 Webs Tens.Comp. L - E 185 -8 E - K 0 -903 F - K 0 -364 K - H 1519 0 H - J 36 0 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 8th Ed. 2023 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):0.243 M 758 360 VERT(CL):0.379 M 487 246 HORZ(LL):0.045 B - - HORZ(TL):0.072 B - - Creep Factor: 2.0 Max TC CSI:0.883 Max BC CSI:0.892 Max Web CSI:0.723 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F02A Ply: 1 Qty:1 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 15'6" 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 9'10" 2'5" 15'6" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X3[8]1.5X3 4X8[10] 3X3 5X7 1.5X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.25 L 1.25 [ 8]3X3 1.25 L 1.25 [10]4X8 3.50 R 1.25 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 15.50 BC 120 0.00 15.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 846 /-/-/-/-/- H 857 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1930 C - D 0 -1930 D - E 0 -2038 Chords Tens.Comp. E - F 0 -1325 F - G 0 -1292 G - H 0 -1325 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1223 0 N - M 2041 0 M - L 2038 0 Chords Tens.Comp. L - K 2033 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -107 O - B 0 -1418 B - N 825 0 C - N 0 -291 N - D 101 -419 D - M 49 -156 Webs Tens.Comp. L - E 185 -8 E - K 0 -903 F - K 0 -364 K - H 1519 0 H - J 36 0 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 8th Ed. 2023 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):0.243 M 758 360 VERT(CL):0.379 M 487 246 HORZ(LL):0.045 B - - HORZ(TL):0.072 B - - Creep Factor: 2.0 Max TC CSI:0.883 Max BC CSI:0.892 Max Web CSI:0.723 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F02A Ply: 1 Qty:1 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 15'6" 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 9'10" 2'5" 15'6" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X3[8]1.5X3 4X8[10] 3X3 5X7 1.5X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1; Bot chord: 4x2 SP #1; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 14.46 BC: From 10 plf at 0.00 to 10 plf at 14.46 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.25 L 1.25 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 14.46 BC 120 0.00 14.46 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 L 795 /-/-/-/-/- H 795 /-/-/-/-/- L Brg W id = -Min Req =- H Brg W id = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1716 C - D 0 -1716 Chords Tens.Comp. D - E 0 -1806 E - F 0 -1794 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1018 0 K - J 1809 0 Chords Tens.Comp. J - I 1806 0 I - H 1140 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -92 L - B 0 -1227 B - K 815 0 C - K 0 -313 K - D 114 -366 Webs Tens.Comp. D - J 37 -130 E - I 0 -299 I - F 794 0 F - H 0 -1322 G - H 0 -110 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.209 D 832 360 VERT(CL):0.267 D 650 240 HORZ(LL):0.041 B - - HORZ(TL):0.051 B - - Creep Factor: 2.0 Max TC CSI:0.586 Max BC CSI:0.665 Max Web CSI:0.388 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F03 Ply: 1 Qty:2 Wgt: 79.8 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 W1 W4 W1 W1 W3 W3 W1 14'5"8 2'3"8 2'6"12 (TYP) 2'5"4 2'6" 7'5" 7'5" 9'2"8 1'9"8 14'5"8 5'3"1'8"+ A B C D E F G HIJKL 1.5X3 3X4 4X5 1.5X3 4X5[4] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1; Bot chord: 4x2 SP #1; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 14.46 BC: From 10 plf at 0.00 to 10 plf at 14.46 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.25 L 1.25 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 14.46 BC 120 0.00 14.46 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 L 795 /-/-/-/-/- H 795 /-/-/-/-/- L Brg W id = -Min Req =- H Brg W id = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1716 C - D 0 -1716 Chords Tens.Comp. D - E 0 -1806 E - F 0 -1794 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1018 0 K - J 1809 0 Chords Tens.Comp. J - I 1806 0 I - H 1140 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -92 L - B 0 -1227 B - K 815 0 C - K 0 -313 K - D 114 -366 Webs Tens.Comp. D - J 37 -130 E - I 0 -299 I - F 794 0 F - H 0 -1322 G - H 0 -110 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.209 D 832 360 VERT(CL):0.267 D 650 240 HORZ(LL):0.041 B - - HORZ(TL):0.051 B - - Creep Factor: 2.0 Max TC CSI:0.586 Max BC CSI:0.665 Max Web CSI:0.388 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F03 Ply: 1 Qty:2 Wgt: 79.8 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 W1 W4 W1 W1 W3 W3 W1 14'5"8 2'3"8 2'6"12 (TYP) 2'5"4 2'6" 7'5" 7'5" 9'2"8 1'9"8 14'5"8 5'3"1'8"+ A B C D E F G HIJKL 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X4 4X5 1.5X3 3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1; Bot chord: 4x2 SP #1; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 13.92 TC: From 140 plf at 13.92 to 140 plf at 14.79 BC: From 10 plf at 0.00 to 10 plf at 14.79 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 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 14.79 BC 120 0.00 14.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 L 815 /-/-/-/-/- H 848 /-/-/-/-/- L Brg W id = -Min Req =- H Brg W id = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1836 C - D 0 -1836 Chords Tens.Comp. D - E 0 -1883 E - F 0 -1870 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1169 0 K - J 1887 0 Chords Tens.Comp. J - I 1883 0 I - H 1182 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -108 L - B 0 -1355 B - K 778 0 C - K 0 -313 K - D 160 -344 Webs Tens.Comp. D - J 30 -142 E - I 0 -311 I - F 836 0 F - H 0 -1371 G - H 0 -139 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.204 D 869 360 VERT(CL):0.295 D 600 240 HORZ(LL):0.035 B - - HORZ(TL):0.054 B - - Creep Factor: 2.0 Max TC CSI:0.728 Max BC CSI:0.779 Max Web CSI:0.398 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F03A Ply: 1 Qty:6 Wgt: 79.8 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W2 W1 W3 W1 W1 W2 W2 W1 14'9"8 2'7"8 2'6"12 (TYP) 2'5"4 2'6" 7'9" 7'9" 9'6"8 1'9"8 14'9"8 5'3"1'8"+ A B C D E F G HIJKL 1.5X3 3X4 4X5 1.5X3 4X5[4] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1; Bot chord: 4x2 SP #1; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 13.92 TC: From 140 plf at 13.92 to 140 plf at 14.79 BC: From 10 plf at 0.00 to 10 plf at 14.79 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 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 14.79 BC 120 0.00 14.79 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 L 815 /-/-/-/-/- H 848 /-/-/-/-/- L Brg W id = -Min Req =- H Brg W id = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1836 C - D 0 -1836 Chords Tens.Comp. D - E 0 -1883 E - F 0 -1870 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1169 0 K - J 1887 0 Chords Tens.Comp. J - I 1883 0 I - H 1182 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -108 L - B 0 -1355 B - K 778 0 C - K 0 -313 K - D 160 -344 Webs Tens.Comp. D - J 30 -142 E - I 0 -311 I - F 836 0 F - H 0 -1371 G - H 0 -139 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.204 D 869 360 VERT(CL):0.295 D 600 240 HORZ(LL):0.035 B - - HORZ(TL):0.054 B - - Creep Factor: 2.0 Max TC CSI:0.728 Max BC CSI:0.779 Max Web CSI:0.398 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F03A Ply: 1 Qty:6 Wgt: 79.8 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W2 W1 W3 W1 W1 W2 W2 W1 14'9"8 2'7"8 2'6"12 (TYP) 2'5"4 2'6" 7'9" 7'9" 9'6"8 1'9"8 14'9"8 5'3"1'8"+ A B C D E F G HIJKL 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X4 4X5 1.5X3 3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 [10]3X8 4.50 R 1.25 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 14.50 BC 120 0.00 14.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 791 /-/-/-/-/- H 802 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1744 C - D 0 -1744 D - E 0 -1796 Chords Tens.Comp. E - F 0 -1232 F - G 0 -1200 G - H 0 -1232 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1129 0 N - M 1800 0 M - L 1796 0 Chords Tens.Comp. L - K 1792 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -107 O - B 0 -1309 B - N 718 0 C - N 0 -278 N - D 148 -307 D - M 48 -149 Webs Tens.Comp. L - E 168 -19 E - K 0 -707 F - K 0 -366 K - H 1412 0 H - J 34 0 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 8th Ed. 2023 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):0.178 D 966 360 VERT(CL):0.235 D 734 240 HORZ(LL):0.032 B - - HORZ(TL):0.044 B - - Creep Factor: 2.0 Max TC CSI:0.884 Max BC CSI:0.849 Max Web CSI:0.673 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F04 Ply: 1 Qty:6 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 14'6" 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 8'10" 1'5" 14'6" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8[10] 3X3 5X5 1.5X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 [10]3X8 4.50 R 1.25 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 14.50 BC 120 0.00 14.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 791 /-/-/-/-/- H 802 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1744 C - D 0 -1744 D - E 0 -1796 Chords Tens.Comp. E - F 0 -1232 F - G 0 -1200 G - H 0 -1232 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1129 0 N - M 1800 0 M - L 1796 0 Chords Tens.Comp. L - K 1792 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -107 O - B 0 -1309 B - N 718 0 C - N 0 -278 N - D 148 -307 D - M 48 -149 Webs Tens.Comp. L - E 168 -19 E - K 0 -707 F - K 0 -366 K - H 1412 0 H - J 34 0 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 8th Ed. 2023 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):0.178 D 966 360 VERT(CL):0.235 D 734 240 HORZ(LL):0.032 B - - HORZ(TL):0.044 B - - Creep Factor: 2.0 Max TC CSI:0.884 Max BC CSI:0.849 Max Web CSI:0.673 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F04 Ply: 1 Qty:6 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 14'6" 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 8'10" 1'5" 14'6" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8[10] 3X3 5X5 1.5X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [10]3X8 3.75 R 1.25 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 14.50 BC 120 0.00 14.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 719 /-/-/-/-/- H 729 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1582 C - D 0 -1582 D - E 0 -1633 Chords Tens.Comp. E - F 0 -1120 F - G 0 -1090 G - H 0 -1120 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1031 0 N - M 1636 0 M - L 1633 0 Chords Tens.Comp. L - K 1630 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -100 O - B 0 -1195 B - N 644 0 C - N 0 -261 N - D 149 -305 D - M 54 -143 Webs Tens.Comp. L - E 154 -34 E - K 0 -649 F - K 0 -342 K - H 1284 0 H - J 23 0 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.178 D 966 360 VERT(CL):0.213 D 808 240 HORZ(LL):0.032 B - - HORZ(TL):0.040 B - - Creep Factor: 2.0 Max TC CSI:0.807 Max BC CSI:0.779 Max Web CSI:0.611 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F04A Ply: 1 Qty:2 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 14'6" 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 8'10" 1'5" 14'6" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X4 1.5X3 4X5 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8[10] 3X3 5X5 1.5X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [10]3X8 3.75 R 1.25 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 14.50 BC 120 0.00 14.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 719 /-/-/-/-/- H 729 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1582 C - D 0 -1582 D - E 0 -1633 Chords Tens.Comp. E - F 0 -1120 F - G 0 -1090 G - H 0 -1120 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1031 0 N - M 1636 0 M - L 1633 0 Chords Tens.Comp. L - K 1630 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -100 O - B 0 -1195 B - N 644 0 C - N 0 -261 N - D 149 -305 D - M 54 -143 Webs Tens.Comp. L - E 154 -34 E - K 0 -649 F - K 0 -342 K - H 1284 0 H - J 23 0 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.178 D 966 360 VERT(CL):0.213 D 808 240 HORZ(LL):0.032 B - - HORZ(TL):0.040 B - - Creep Factor: 2.0 Max TC CSI:0.807 Max BC CSI:0.779 Max Web CSI:0.611 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F04A Ply: 1 Qty:2 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 14'6" 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 8'10" 1'5" 14'6" 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X4 1.5X3 4X5 3X3 1.5X3 1.5X3 3X3 1.5X3 3X8[10] 3X3 5X5 1.5X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 [ 8]3X3 1.25 L 1.25 [10]3X8 4.25 R 1.25 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 15.38 BC 120 0.00 15.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 762 /-/-/-/-/- H 773 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1730 C - D 0 -1730 D - E 0 -1825 Chords Tens.Comp. E - F 0 -1194 F - G 0 -1164 G - H 0 -1194 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1105 0 N - M 1828 0 M - L 1825 0 Chords Tens.Comp. L - K 1821 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -100 O - B 0 -1282 B - N 729 0 C - N 13 -273 N - D 115 -397 D - M 54 -150 Webs Tens.Comp. L - E 166 -26 E - K 0 -806 F - K 0 -341 K - H 1368 0 H - J 24 0 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.269 D 679 360 VERT(CL):0.326 M 561 244 HORZ(LL):0.052 B - - HORZ(TL):0.062 B - - Creep Factor: 2.0 Max TC CSI:0.788 Max BC CSI:0.789 Max Web CSI:0.652 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F05 Ply: 1 Qty:2 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 15'4"8 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 9'8"8 2'3"8 15'4"8 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X3[8]1.5X3 3X8[10] 3X3 5X5 1.5X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 [ 8]3X3 1.25 L 1.25 [10]3X8 4.25 R 1.25 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 15.38 BC 120 0.00 15.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 O 762 /-/-/-/-/- H 773 /-/-/-/-/- O Brg W id = -Min Req =- H Brg W id = 3.0 Min Req =1.5 (Truss) Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1730 C - D 0 -1730 D - E 0 -1825 Chords Tens.Comp. E - F 0 -1194 F - G 0 -1164 G - H 0 -1194 H - I 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 1105 0 N - M 1828 0 M - L 1825 0 Chords Tens.Comp. L - K 1821 0 K - J 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 0 -100 O - B 0 -1282 B - N 729 0 C - N 13 -273 N - D 115 -397 D - M 54 -150 Webs Tens.Comp. L - E 166 -26 E - K 0 -806 F - K 0 -341 K - H 1368 0 H - J 24 0 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.269 D 679 360 VERT(CL):0.326 M 561 244 HORZ(LL):0.052 B - - HORZ(TL):0.062 B - - Creep Factor: 2.0 Max TC CSI:0.788 Max BC CSI:0.789 Max Web CSI:0.652 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F05 Ply: 1 Qty:2 Wgt: 86.0 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W2 W1 W3 W1 W1 W2 W1 W4 W5 15'4"8 2'7"8 2'6"12 (TYP) 2'1"4 5" 7'5" 7'5" 9'8"8 2'3"8 15'4"8 5'8"1'8"1'5"3" + A B C D E F G H I JKLMNO 1.5X3 3X4 4X5 1.5X3 4X5[4] 3X3 1.5X3 1.5X3 3X3[8]1.5X3 3X8[10] 3X3 5X5 1.5X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 18.56 BC: From 10 plf at 0.00 to 10 plf at 18.56 BC: 882 lb Conc. Load at 0.13 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]4X5 2.00 L 1.25 [16]4X5 1.25 R 1.25 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 0.31 18.56 BC 120 0.31 18.56 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 Q 1666 /-/-/-/-/- L 1031 /-/-/-/-/- K 314 /-63 /-/-/-/- Q Brg W id = 5.5 Min Req =1.5 (Truss) L Brg W id = 3.5 Min Req =1.5 (Truss) K Brg W id = -Min Req =- Bearings Q & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 108 0 B - C 0 -1678 C - D 0 -1678 D - E 0 -1636 E - F 0 -1623 Chords Tens.Comp. F - G 322 -268 G - H 322 -268 H - I 322 -268 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1068 0 P - O 1641 0 O - N 1641 0 Chords Tens.Comp. N - M 1636 0 M - L 1050 0 L - K 312 -174 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - Q 11 -1006 A - R 0 -105 Q - B 0 -1262 B - P 722 0 C - P 0 -310 P - D 137 -148 D - N 0 -130 Webs Tens.Comp. E - M 0 -339 M - F 742 0 F - L 0 -1214 H - L 0 -226 L - I 109 -377 I - K 202 -362 J - K 0 -111 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 8th Ed. 2023 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):0.222 D 760 360 VERT(CL):0.293 D 575 240 HORZ(LL):0.042 B - - HORZ(TL):0.055 B - - Creep Factor: 2.0 Max TC CSI:0.831 Max BC CSI:0.939 Max Web CSI:0.362 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F06 Ply: 1 Qty:6 Wgt: 105.2 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W4 W2 W2 W5 W3 W2 W6 W3 W2 3" 14'4"4 4'2"8 4"8 2'6"2'6"12 (TYP) 2'5"4 1'11"12 1'7"2'6" 18'6"12 8' 8' 9'9" 1'9" 18'6"12 8'9"12 1'8"A B C D E F G H I J KLMNOPQ R 1.5X3 3X8 4X5 1.5X3 4X5[7] W=3X8 3X3 1.5X3 1.5X3 3X4 4X5 W=3X4 1.5X3 4X5[16] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 18.56 BC: From 10 plf at 0.00 to 10 plf at 18.56 BC: 882 lb Conc. Load at 0.13 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]4X5 2.00 L 1.25 [16]4X5 1.25 R 1.25 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 0.31 18.56 BC 120 0.31 18.56 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 Q 1666 /-/-/-/-/- L 1031 /-/-/-/-/- K 314 /-63 /-/-/-/- Q Brg W id = 5.5 Min Req =1.5 (Truss) L Brg W id = 3.5 Min Req =1.5 (Truss) K Brg W id = -Min Req =- Bearings Q & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 108 0 B - C 0 -1678 C - D 0 -1678 D - E 0 -1636 E - F 0 -1623 Chords Tens.Comp. F - G 322 -268 G - H 322 -268 H - I 322 -268 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1068 0 P - O 1641 0 O - N 1641 0 Chords Tens.Comp. N - M 1636 0 M - L 1050 0 L - K 312 -174 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - Q 11 -1006 A - R 0 -105 Q - B 0 -1262 B - P 722 0 C - P 0 -310 P - D 137 -148 D - N 0 -130 Webs Tens.Comp. E - M 0 -339 M - F 742 0 F - L 0 -1214 H - L 0 -226 L - I 109 -377 I - K 202 -362 J - K 0 -111 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 8th Ed. 2023 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):0.222 D 760 360 VERT(CL):0.293 D 575 240 HORZ(LL):0.042 B - - HORZ(TL):0.055 B - - Creep Factor: 2.0 Max TC CSI:0.831 Max BC CSI:0.939 Max Web CSI:0.362 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F06 Ply: 1 Qty:6 Wgt: 105.2 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W4 W2 W2 W5 W3 W2 W6 W3 W2 3" 14'4"4 4'2"8 4"8 2'6"2'6"12 (TYP) 2'5"4 1'11"12 1'7"2'6" 18'6"12 8' 8' 9'9" 1'9" 18'6"12 8'9"12 1'8"A B C D E F G H I J KLMNOPQ R 1.5X3 3X8 4X5 1.5X3 4X5[7] W=3X8 3X3 1.5X3 1.5X3 3X4 4X5 W=3X4 1.5X3 4X5[16] 3X3 1.5X3 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 [14]4X5 1.25 R 1.25 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 19.10 BC 120 0.00 19.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: 0' Bearing R (0', 10'3") HHUS46 Supporting Member: (2)2x6 SP 2400f-2.0E (14) 0.148"x3" nails into supporting member, (6) 0.148"x3" nails into supported member. (J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 804 /-/-/-/-/- M 1134 /-/-/-/-/- L 261 /-63 /-/-/-/- R Brg W id = -Min Req =- M Brg W id = 3.5 Min Req =1.5 (Truss) L Brg W id = -Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1794 C - D 0 -1794 D - E 0 -1726 E - F 0 -1714 Chords Tens.Comp. F - G 0 -1696 G - H 326 -130 H - I 326 -130 I - J 326 -130 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1154 0 Q - P 1887 0 P - O 1887 0 Chords Tens.Comp. O - N 1714 0 N - M 1024 0 M - L 223 -175 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 0 -106 R - B 0 -1338 B - Q 747 0 C - Q 0 -248 Q - D 9 -166 D - O 17 -487 O - E 355 -20 Webs Tens.Comp. F - N 0 -432 N - G 870 0 G - M 0 -1319 I - M 0 -231 M - J 38 -380 J - L 202 -259 K - L 0 -111 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 8th Ed. 2023 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):0.233 O 767 360 VERT(CL):0.317 O 563 240 HORZ(LL):0.041 B - - HORZ(TL):0.056 B - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.895 Max Web CSI:0.414 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F07 Ply: 1 Qty:1 Wgt: 104.1 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 W2 W3 W1 W1 W4 W2 W1 W5 W2 W1 14'10"12 4'2"8 2'7"8 2'6"12 (TYP) 8"12 1'11"12 1'7"2'6" 19'1"4 8'6"8 8'6"8 10'3"8 1'9" 19'1"4 8'9"12 1'8"A B C D E F G H I J K LMNOPQR 1.5X3 3X4 4X5 1.5X3 4X5[4]W=3X8 3X3 3X3 1.5X3 1.5X3 3X4 4X5 W=3X4 1.5X3 4X5[14] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X5 2.00 L 1.25 [14]4X5 1.25 R 1.25 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 19.10 BC 120 0.00 19.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: 0' Bearing R (0', 10'3") HHUS46 Supporting Member: (2)2x6 SP 2400f-2.0E (14) 0.148"x3" nails into supporting member, (6) 0.148"x3" nails into supported member. (J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 804 /-/-/-/-/- M 1134 /-/-/-/-/- L 261 /-63 /-/-/-/- R Brg W id = -Min Req =- M Brg W id = 3.5 Min Req =1.5 (Truss) L Brg W id = -Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1794 C - D 0 -1794 D - E 0 -1726 E - F 0 -1714 Chords Tens.Comp. F - G 0 -1696 G - H 326 -130 H - I 326 -130 I - J 326 -130 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1154 0 Q - P 1887 0 P - O 1887 0 Chords Tens.Comp. O - N 1714 0 N - M 1024 0 M - L 223 -175 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 0 -106 R - B 0 -1338 B - Q 747 0 C - Q 0 -248 Q - D 9 -166 D - O 17 -487 O - E 355 -20 Webs Tens.Comp. F - N 0 -432 N - G 870 0 G - M 0 -1319 I - M 0 -231 M - J 38 -380 J - L 202 -259 K - L 0 -111 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 8th Ed. 2023 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):0.233 O 767 360 VERT(CL):0.317 O 563 240 HORZ(LL):0.041 B - - HORZ(TL):0.056 B - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.895 Max Web CSI:0.414 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F07 Ply: 1 Qty:1 Wgt: 104.1 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 W2 W3 W1 W1 W4 W2 W1 W5 W2 W1 14'10"12 4'2"8 2'7"8 2'6"12 (TYP) 8"12 1'11"12 1'7"2'6" 19'1"4 8'6"8 8'6"8 10'3"8 1'9" 19'1"4 8'9"12 1'8"A B C D E F G H I J K LMNOPQR 1.5X3 3X4 4X5 1.5X3 4X5[4]W=3X8 3X3 3X3 1.5X3 1.5X3 3X4 4X5 W=3X4 1.5X3 4X5[14] 3X3 1.5X3 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; B2 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 Chord No Size Shift Bite No Size Shift Bite [ 2]3X4 2.25 L 1.25 [17]3X3 1.25 R 1.25 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 19.10 BC 120 0.00 19.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 T 713 /-/-/-/-/- O 842 /-/-/-/-/- M 559 /-/-/-/-/- T Brg W id = -Min Req =- O Brg W id = 3.5 Min Req =1.5 (Truss) M Brg W id = -Min Req =- Bearing O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1491 C - D 0 -1491 D - E 0 -1197 E - F 0 -1182 F - G 0 -709 Chords Tens.Comp. G - H 0 -709 H - I 0 -709 I - J 0 -918 J - K 0 -918 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 1001 0 S - R 1415 0 R - Q 1415 0 Q - P 1182 0 Chords Tens.Comp. P - O 1170 0 O - N 865 0 N - M 458 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 0 -106 T - B 0 -1160 B - S 572 0 C - S 0 -247 S - D 110 -18 D - Q 0 -573 Q - E 370 0 P - F 319 0 Webs Tens.Comp. F - O 0 -1022 G - O 241 0 O - I 59 -464 I - N 263 -172 J - N 0 -266 N - K 537 0 K - M 0 -679 L - M 0 -40 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 8th Ed. 2023 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):0.201 Q 669 360 VERT(CL):0.272 Q 496 240 HORZ(LL):0.037 B - - HORZ(TL):0.050 B - - Creep Factor: 2.0 Max TC CSI:0.839 Max BC CSI:0.837 Max Web CSI:0.332 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F07A Ply: 1 Qty:1 Wgt: 107.8 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 W2 W3 W1 W1 W4 W1 W5 W2 W1 W2 W5 W1 11'2"12 7'10"8 2'7"8 2'6"12 (TYP) 8"12 9"12 1'4"2 19'1"4 8'6"8 8'6"8 10'3"8 1'9" 19'1"4 8'9"12 1'8"A B C D E F G H I J K L MNOPQRST 3X4 3X4[2] 4X5 W=3X8 3X3 3X3 3X3 3X4 W=3X4 3X3 4X5 3X3[17] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; B2 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 Chord No Size Shift Bite No Size Shift Bite [ 2]3X4 2.25 L 1.25 [17]3X3 1.25 R 1.25 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 19.10 BC 120 0.00 19.10 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 T 713 /-/-/-/-/- O 842 /-/-/-/-/- M 559 /-/-/-/-/- T Brg W id = -Min Req =- O Brg W id = 3.5 Min Req =1.5 (Truss) M Brg W id = -Min Req =- Bearing O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -1491 C - D 0 -1491 D - E 0 -1197 E - F 0 -1182 F - G 0 -709 Chords Tens.Comp. G - H 0 -709 H - I 0 -709 I - J 0 -918 J - K 0 -918 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 1001 0 S - R 1415 0 R - Q 1415 0 Q - P 1182 0 Chords Tens.Comp. P - O 1170 0 O - N 865 0 N - M 458 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 0 -106 T - B 0 -1160 B - S 572 0 C - S 0 -247 S - D 110 -18 D - Q 0 -573 Q - E 370 0 P - F 319 0 Webs Tens.Comp. F - O 0 -1022 G - O 241 0 O - I 59 -464 I - N 263 -172 J - N 0 -266 N - K 537 0 K - M 0 -679 L - M 0 -40 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 8th Ed. 2023 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):0.201 Q 669 360 VERT(CL):0.272 Q 496 240 HORZ(LL):0.037 B - - HORZ(TL):0.050 B - - Creep Factor: 2.0 Max TC CSI:0.839 Max BC CSI:0.837 Max Web CSI:0.332 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F07A Ply: 1 Qty:1 Wgt: 107.8 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 W2 W3 W1 W1 W4 W1 W5 W2 W1 W2 W5 W1 11'2"12 7'10"8 2'7"8 2'6"12 (TYP) 8"12 9"12 1'4"2 19'1"4 8'6"8 8'6"8 10'3"8 1'9" 19'1"4 8'9"12 1'8"A B C D E F G H I J K L MNOPQRST 3X4 3X4[2] 4X5 W=3X8 3X3 3X3 3X3 3X4 W=3X4 3X3 4X5 3X3[17] 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; B2 4x2 SP #1; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 19.56 BC: From 10 plf at 0.00 to 10 plf at 19.56 BC: 802 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 5]3X4 2.25 L 1.25 [20]3X3 1.25 R 1.25 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 0.31 19.56 BC 120 0.31 19.56 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 T 1533 /-/-/-/-/- O 845 /-/-/-/-/- M 562 /-/-/-/-/- T Brg W id = 5.5 Min Req =1.5 (Truss) O Brg W id = 3.5 Min Req =1.5 (Truss) M Brg W id = -Min Req =- Bearings T & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 0 B - C 0 -1512 C - D 0 -1512 D - E 0 -1221 E - F 0 -1209 F - G 0 -725 Chords Tens.Comp. G - H 0 -725 H - I 0 -725 I - J 0 -926 J - K 0 -926 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 995 0 S - R 1473 0 R - Q 1473 0 Q - P 1209 0 Chords Tens.Comp. P - O 1196 0 O - N 878 0 N - M 461 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - T 11 -924 A - U 0 -103 T - B 0 -1165 B - S 603 0 C - S 0 -243 S - D 78 -29 D - Q 0 -531 Q - E 307 0 P - F 327 0 Webs Tens.Comp. F - O 0 -1046 G - O 249 0 O - I 63 -463 I - N 261 -178 J - N 0 -266 N - K 543 0 K - M 0 -683 L - M 0 -40 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 8th Ed. 2023 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):0.209 Q 652 360 VERT(CL):0.288 Q 474 240 HORZ(LL):0.038 B - - HORZ(TL):0.052 B - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.861 Max Web CSI:0.334 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F08 Ply: 1 Qty:2 Wgt: 111.7 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W2 W6 W3 W2 W3 W6 W2 3" 11'8"4 7'10"8 4"8 2'6"2'6"12 (TYP) 11"4 9"12 1'4"2 19'6"12 9' 9' 10'9" 1'9" 19'6"12 8'9"12 1'8"+ A B C D E F G H I J K L MNOPQRST U 3X8 3X4[5] 4X5 W=3X8 3X3 3X3 3X3 3X4 W=3X4 3X3 4X5 3X3[20] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; B2 4x2 SP #1; Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 19.56 BC: From 10 plf at 0.00 to 10 plf at 19.56 BC: 802 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 5]3X4 2.25 L 1.25 [20]3X3 1.25 R 1.25 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 0.31 19.56 BC 120 0.31 19.56 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 T 1533 /-/-/-/-/- O 845 /-/-/-/-/- M 562 /-/-/-/-/- T Brg W id = 5.5 Min Req =1.5 (Truss) O Brg W id = 3.5 Min Req =1.5 (Truss) M Brg W id = -Min Req =- Bearings T & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 0 B - C 0 -1512 C - D 0 -1512 D - E 0 -1221 E - F 0 -1209 F - G 0 -725 Chords Tens.Comp. G - H 0 -725 H - I 0 -725 I - J 0 -926 J - K 0 -926 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 995 0 S - R 1473 0 R - Q 1473 0 Q - P 1209 0 Chords Tens.Comp. P - O 1196 0 O - N 878 0 N - M 461 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - T 11 -924 A - U 0 -103 T - B 0 -1165 B - S 603 0 C - S 0 -243 S - D 78 -29 D - Q 0 -531 Q - E 307 0 P - F 327 0 Webs Tens.Comp. F - O 0 -1046 G - O 249 0 O - I 63 -463 I - N 261 -178 J - N 0 -266 N - K 543 0 K - M 0 -683 L - M 0 -40 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 8th Ed. 2023 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):0.209 Q 652 360 VERT(CL):0.288 Q 474 240 HORZ(LL):0.038 B - - HORZ(TL):0.052 B - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.861 Max Web CSI:0.334 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F08 Ply: 1 Qty:2 Wgt: 111.7 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W2 W6 W3 W2 W3 W6 W2 3" 11'8"4 7'10"8 4"8 2'6"2'6"12 (TYP) 11"4 9"12 1'4"2 19'6"12 9' 9' 10'9" 1'9" 19'6"12 8'9"12 1'8"+ A B C D E F G H I J K L MNOPQRST U 3X8 3X4[5] 4X5 W=3X8 3X3 3X3 3X3 3X4 W=3X4 3X3 4X5 3X3[20] 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 19.88 BC: From 10 plf at 0.00 to 10 plf at 20.00 BC: 802 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 4.50 L 1.25 [17]3X8 4.25 R 1.25 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 0.31 19.81 BC 120 0.31 19.81 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 S 1891 /-/-/-/-/- M 1081 /-/-/-/-/- S Brg W id = 5.5 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 0 B - C 0 -2668 C - D 0 -2668 D - E 0 -3358 E - F 0 -3364 Chords Tens.Comp. F - G 0 -3359 G - H 0 -2669 H - I 0 -2669 I - J 0 -2669 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1572 0 R - Q 3255 0 Q - P 3255 0 Chords Tens.Comp. P - O 3364 0 O - N 3251 0 N - M 1573 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 11 -924 A - T 0 -104 S - B 0 -1850 B - R 1293 0 C - R 0 -256 R - D 0 -702 D - P 534 -158 P - E 95 -371 F - O 73 -293 Webs Tens.Comp. O - G 485 -154 G - N 0 -678 I - N 0 -254 N - J 1279 0 J - M 0 -1836 K - L 0 -104 M - 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 8th Ed. 2023 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):0.334 F 699 360 VERT(CL):0.461 F 507 312 HORZ(LL):0.055 M - - HORZ(TL):0.076 M - - Creep Factor: 2.0 Max TC CSI:0.775 Max BC CSI:0.957 Max Web CSI:0.616 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F09 Ply: 1 Qty:2 Wgt: 109.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3 W2 W6 3"3"8 20' 4"8 2'6" 2'6"12 (TYP) 11"4 1'3"12 2'6" 3" 9' 9' 10'9" 1'9" 20' 9'3"1'8"A B C D E F G H I J KL MNOPQRS T 3X8 4X8 3X8[7] 3X3 W=H0310 3X3 3X3 3X3 W=3X4 3X8[17] 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 19.88 BC: From 10 plf at 0.00 to 10 plf at 20.00 BC: 802 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 4.50 L 1.25 [17]3X8 4.25 R 1.25 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 0.31 19.81 BC 120 0.31 19.81 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 S 1891 /-/-/-/-/- M 1081 /-/-/-/-/- S Brg W id = 5.5 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 0 B - C 0 -2668 C - D 0 -2668 D - E 0 -3358 E - F 0 -3364 Chords Tens.Comp. F - G 0 -3359 G - H 0 -2669 H - I 0 -2669 I - J 0 -2669 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1572 0 R - Q 3255 0 Q - P 3255 0 Chords Tens.Comp. P - O 3364 0 O - N 3251 0 N - M 1573 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 11 -924 A - T 0 -104 S - B 0 -1850 B - R 1293 0 C - R 0 -256 R - D 0 -702 D - P 534 -158 P - E 95 -371 F - O 73 -293 Webs Tens.Comp. O - G 485 -154 G - N 0 -678 I - N 0 -254 N - J 1279 0 J - M 0 -1836 K - L 0 -104 M - 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 8th Ed. 2023 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):0.334 F 699 360 VERT(CL):0.461 F 507 312 HORZ(LL):0.055 M - - HORZ(TL):0.076 M - - Creep Factor: 2.0 Max TC CSI:0.775 Max BC CSI:0.957 Max Web CSI:0.616 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F09 Ply: 1 Qty:2 Wgt: 109.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3 W2 W6 3"3"8 20' 4"8 2'6" 2'6"12 (TYP) 11"4 1'3"12 2'6" 3" 9' 9' 10'9" 1'9" 20' 9'3"1'8"A B C D E F G H I J KL MNOPQRS T 3X8 4X8 3X8[7] 3X3 W=H0310 3X3 3X3 3X3 W=3X4 3X8[17] 4X8 3X8 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 19.75 BC: From 10 plf at 0.00 to 10 plf at 19.75 BC: 802 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 4.50 L 1.25 [17]3X8 4.00 R 1.25 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 0.31 19.75 BC 120 0.31 19.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.16". See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 1888 /-/-/-/-/- L 1069 /-/-/-/-/- R Brg W id = 5.5 Min Req =1.5 (Truss) L Brg W id = -Min Req =- Bearing R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 0 B - C 0 -2656 C - D 0 -2656 D - E 0 -2656 E - F 0 -3336 Chords Tens.Comp. F - G 0 -3342 G - H 0 -3338 H - I 0 -2678 I - J 0 -2678 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1566 0 Q - P 3238 0 P - O 3238 0 Chords Tens.Comp. O - N 3342 0 N - M 3243 0 M - L 1600 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - R 11 -924 A - S 0 -104 R - B 0 -1844 B - Q 1287 0 C - Q 0 -256 Q - E 0 -695 E - O 526 -160 O - F 98 -366 Webs Tens.Comp. G - N 88 -304 N - H 480 -167 H - M 0 -659 I - M 0 -253 M - J 1258 0 J - L 0 -1856 K - L 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 8th Ed. 2023 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):0.331 G 705 360 VERT(CL):0.455 G 513 311 HORZ(LL):0.055 L - - HORZ(TL):0.075 L - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.954 Max Web CSI:0.613 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F10 Ply: 1 Qty:2 Wgt: 107.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3 W2 3" 19'9" 4"8 2'6"2'6"12 (TYP) 11"4 1'2"4 2'6" 9' 9' 10'9" 1'9" 19'9" 9'1'8"A B C D E F G H I J K LMNOPQR S 3X8 4X8 3X8[7] W=3X4 W=H0310 3X3 3X3 3X3 3X3 3X8[17] 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.25 to 100 plf at 19.75 BC: From 10 plf at 0.00 to 10 plf at 19.75 BC: 802 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 4.50 L 1.25 [17]3X8 4.00 R 1.25 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 0.31 19.75 BC 120 0.31 19.75 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.16". See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 1888 /-/-/-/-/- L 1069 /-/-/-/-/- R Brg W id = 5.5 Min Req =1.5 (Truss) L Brg W id = -Min Req =- Bearing R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 0 B - C 0 -2656 C - D 0 -2656 D - E 0 -2656 E - F 0 -3336 Chords Tens.Comp. F - G 0 -3342 G - H 0 -3338 H - I 0 -2678 I - J 0 -2678 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1566 0 Q - P 3238 0 P - O 3238 0 Chords Tens.Comp. O - N 3342 0 N - M 3243 0 M - L 1600 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - R 11 -924 A - S 0 -104 R - B 0 -1844 B - Q 1287 0 C - Q 0 -256 Q - E 0 -695 E - O 526 -160 O - F 98 -366 Webs Tens.Comp. G - N 88 -304 N - H 480 -167 H - M 0 -659 I - M 0 -253 M - J 1258 0 J - L 0 -1856 K - L 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 8th Ed. 2023 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):0.331 G 705 360 VERT(CL):0.455 G 513 311 HORZ(LL):0.055 L - - HORZ(TL):0.075 L - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.954 Max Web CSI:0.613 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F10 Ply: 1 Qty:2 Wgt: 107.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3 W2 3" 19'9" 4"8 2'6"2'6"12 (TYP) 11"4 1'2"4 2'6" 9' 9' 10'9" 1'9" 19'9" 9'1'8"A B C D E F G H I J K LMNOPQR S 3X8 4X8 3X8[7] W=3X4 W=H0310 3X3 3X3 3X3 3X3 3X8[17] 4X8 4X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 93 plf at 0.25 to 93 plf at 18.88 BC: From 7 plf at 0.00 to 7 plf at 18.88 BC: 773 lb Conc. Load at 0.12 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [20]4X4 1.25 R 1.25 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 0.31 18.88 BC 120 0.29 18.88 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 Q 1715 /-/-/-/-/- K 929 /-/-/-/-/- Q Brg W id = 3.5 Min Req =1.5 (Truss) K Brg W id = -Min Req =- Bearing Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 84 0 B - C 0 -2274 C - D 0 -2274 D - E 0 -2767 E - F 0 -2765 Chords Tens.Comp. F - G 0 -2288 G - H 0 -2288 H - I 0 -2288 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1363 0 P - O 2766 0 O - N 2766 0 Chords Tens.Comp. N - M 2767 0 M - L 2732 0 L - K 1388 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - Q 62 -884 Q - B 0 -1605 A - R 0 -98 B - P 1075 0 C - P 29 -269 P - D 0 -749 D - N 129 -78 Webs Tens.Comp. E - M 92 -227 M - F 393 -230 F - L 0 -518 H - L 0 -234 L - I 1051 0 I - K 0 -1609 J - K 0 -99 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.296 E 753 360 VERT(CL):0.371 E 600 297 HORZ(LL):0.044 K - - HORZ(TL):0.055 K - - Creep Factor: 2.0 Max TC CSI:0.705 Max BC CSI:0.784 Max Web CSI:0.512 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F11 Ply: 1 Qty:2 Wgt: 104.7 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W2 W2W4 W3 W2 W3 W3 W2 3" 18'10"8 4"8 2'6"2'6"12 (TYP) 1'2"4 2'6" 8'1"8 8'1"8 9'10"8 1'9" 18'10"8 9'1'8"A B C D E F G H I J KLMNOPQ R 3X8 1.5X3 3X8 1.5X3 3X8 W=H0310 3X3 1.5X3 1.5X3 3X3 3X3 W=3X4 1.5X3 3X8 3X8 1.5X3 4X4[20] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 93 plf at 0.25 to 93 plf at 18.88 BC: From 7 plf at 0.00 to 7 plf at 18.88 BC: 773 lb Conc. Load at 0.12 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [20]4X4 1.25 R 1.25 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 0.31 18.88 BC 120 0.29 18.88 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 Q 1715 /-/-/-/-/- K 929 /-/-/-/-/- Q Brg W id = 3.5 Min Req =1.5 (Truss) K Brg W id = -Min Req =- Bearing Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 84 0 B - C 0 -2274 C - D 0 -2274 D - E 0 -2767 E - F 0 -2765 Chords Tens.Comp. F - G 0 -2288 G - H 0 -2288 H - I 0 -2288 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1363 0 P - O 2766 0 O - N 2766 0 Chords Tens.Comp. N - M 2767 0 M - L 2732 0 L - K 1388 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - Q 62 -884 Q - B 0 -1605 A - R 0 -98 B - P 1075 0 C - P 29 -269 P - D 0 -749 D - N 129 -78 Webs Tens.Comp. E - M 92 -227 M - F 393 -230 F - L 0 -518 H - L 0 -234 L - I 1051 0 I - K 0 -1609 J - K 0 -99 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.296 E 753 360 VERT(CL):0.371 E 600 297 HORZ(LL):0.044 K - - HORZ(TL):0.055 K - - Creep Factor: 2.0 Max TC CSI:0.705 Max BC CSI:0.784 Max Web CSI:0.512 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F11 Ply: 1 Qty:2 Wgt: 104.7 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W2 W2W4 W3 W2 W3 W3 W2 3" 18'10"8 4"8 2'6"2'6"12 (TYP) 1'2"4 2'6" 8'1"8 8'1"8 9'10"8 1'9" 18'10"8 9'1'8"A B C D E F G H I J KLMNOPQ R 3X8 1.5X3 3X8 1.5X3 3X8 W=H0310 3X3 1.5X3 1.5X3 3X3 3X3 W=3X4 1.5X3 3X8 3X8 1.5X3 4X4[20] Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 93 plf at 0.25 to 93 plf at 19.88 BC: From 7 plf at 0.00 to 7 plf at 20.00 BC: 729 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 3.50 L 1.25 [17]3X8 3.50 R 1.25 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 0.31 19.81 BC 120 0.31 19.81 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 S 1719 /-/-/-/-/- M 982 /-/-/-/-/- S Brg W id = 5.5 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 89 0 B - C 0 -2423 C - D 0 -2423 D - E 0 -3058 E - F 0 -3063 Chords Tens.Comp. F - G 0 -3058 G - H 0 -2423 H - I 0 -2423 I - J 0 -2423 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1434 0 R - Q 2958 0 Q - P 2958 0 Chords Tens.Comp. P - O 3063 0 O - N 2958 0 N - M 1434 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 10 -843 A - T 0 -97 S - B 0 -1687 B - R 1168 0 C - R 0 -239 R - D 0 -639 D - P 468 -171 P - E 89 -297 F - O 82 -277 Webs Tens.Comp. O - G 457 -171 G - N 0 -624 I - N 0 -238 N - J 1154 0 J - M 0 -1674 K - L 0 -97 M - L 0 -10 L - M 0 -105 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.329 F 712 360 VERT(CL):0.411 F 569 312 HORZ(LL):0.055 M - - HORZ(TL):0.069 M - - Creep Factor: 2.0 Max TC CSI:0.612 Max BC CSI:0.839 Max Web CSI:0.556 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F12 Ply: 1 Qty:1 Wgt: 109.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3 W2 W6 3"3"8 20' 4"8 2'6" 2'6"12 (TYP) 1'2"4 1'3"12 2'6" 3" 9'3" 9'3" 10'9" 1'6" 20' 9'3"1'8"A B C D E F G H I J KL MNOPQRS T 3X8 3X8 3X8[7] 3X3 W=H0310 3X3 3X3 3X3 W=3X4 3X8[17] 3X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 93 plf at 0.25 to 93 plf at 19.88 BC: From 7 plf at 0.00 to 7 plf at 20.00 BC: 729 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 3.50 L 1.25 [17]3X8 3.50 R 1.25 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 0.31 19.81 BC 120 0.31 19.81 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 S 1719 /-/-/-/-/- M 982 /-/-/-/-/- S Brg W id = 5.5 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 89 0 B - C 0 -2423 C - D 0 -2423 D - E 0 -3058 E - F 0 -3063 Chords Tens.Comp. F - G 0 -3058 G - H 0 -2423 H - I 0 -2423 I - J 0 -2423 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1434 0 R - Q 2958 0 Q - P 2958 0 Chords Tens.Comp. P - O 3063 0 O - N 2958 0 N - M 1434 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - S 10 -843 A - T 0 -97 S - B 0 -1687 B - R 1168 0 C - R 0 -239 R - D 0 -639 D - P 468 -171 P - E 89 -297 F - O 82 -277 Webs Tens.Comp. O - G 457 -171 G - N 0 -624 I - N 0 -238 N - J 1154 0 J - M 0 -1674 K - L 0 -97 M - L 0 -10 L - M 0 -105 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.329 F 712 360 VERT(CL):0.411 F 569 312 HORZ(LL):0.055 M - - HORZ(TL):0.069 M - - Creep Factor: 2.0 Max TC CSI:0.612 Max BC CSI:0.839 Max Web CSI:0.556 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F12 Ply: 1 Qty:1 Wgt: 109.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3 W2 W6 3"3"8 20' 4"8 2'6" 2'6"12 (TYP) 1'2"4 1'3"12 2'6" 3" 9'3" 9'3" 10'9" 1'6" 20' 9'3"1'8"A B C D E F G H I J KL MNOPQRS T 3X8 3X8 3X8[7] 3X3 W=H0310 3X3 3X3 3X3 W=3X4 3X8[17] 3X8 3X8 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 93 plf at 0.25 to 93 plf at 19.75 BC: From 7 plf at 0.00 to 7 plf at 19.75 BC: 729 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 3.50 L 1.25 [20]4X4 1.25 R 1.25 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 0.31 19.75 BC 120 0.31 19.75 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 1716 /-/-/-/-/- L 972 /-/-/-/-/- R Brg W id = 5.5 Min Req =1.5 (Truss) L Brg W id = -Min Req =- Bearing R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 89 0 B - C 0 -2413 C - D 0 -2413 D - E 0 -2413 E - F 0 -3038 Chords Tens.Comp. F - G 0 -3043 G - H 0 -3038 H - I 0 -2431 I - J 0 -2431 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1429 0 Q - P 2943 0 P - O 2943 0 Chords Tens.Comp. O - N 3043 0 N - M 2951 0 M - L 1459 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - R 10 -843 A - S 0 -97 R - B 0 -1681 B - Q 1162 0 C - Q 0 -239 Q - E 0 -633 E - O 461 -173 O - F 91 -293 Webs Tens.Comp. G - N 96 -288 N - H 452 -182 H - M 0 -606 I - M 0 -237 M - J 1135 0 J - L 0 -1692 K - L 0 -100 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.324 G 718 360 VERT(CL):0.406 G 574 311 HORZ(LL):0.055 L - - HORZ(TL):0.068 L - - Creep Factor: 2.0 Max TC CSI:0.605 Max BC CSI:0.830 Max Web CSI:0.553 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F12A Ply: 1 Qty:1 Wgt: 107.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W4 W3 W2 W3 W3 W2 3" 19'9" 4"8 2'6"2'6"12 (TYP) 1'2"4 1'2"4 2'6" 9'3" 9'3" 10'9" 1'6" 19'9" 9'1'8"A B C D E F G H I J K LMNOPQR S 3X8 3X8 3X8[7] W=3X4 W=H0310 3X3 3X3 3X3 3X3 3X8 3X8 4X4[20] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 93 plf at 0.25 to 93 plf at 19.75 BC: From 7 plf at 0.00 to 7 plf at 19.75 BC: 729 lb Conc. Load at 0.13 Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 7]3X8 3.50 L 1.25 [20]4X4 1.25 R 1.25 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 0.31 19.75 BC 120 0.31 19.75 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 1716 /-/-/-/-/- L 972 /-/-/-/-/- R Brg W id = 5.5 Min Req =1.5 (Truss) L Brg W id = -Min Req =- Bearing R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 89 0 B - C 0 -2413 C - D 0 -2413 D - E 0 -2413 E - F 0 -3038 Chords Tens.Comp. F - G 0 -3043 G - H 0 -3038 H - I 0 -2431 I - J 0 -2431 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1429 0 Q - P 2943 0 P - O 2943 0 Chords Tens.Comp. O - N 3043 0 N - M 2951 0 M - L 1459 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. S - R 10 -843 A - S 0 -97 R - B 0 -1681 B - Q 1162 0 C - Q 0 -239 Q - E 0 -633 E - O 461 -173 O - F 91 -293 Webs Tens.Comp. G - N 96 -288 N - H 452 -182 H - M 0 -606 I - M 0 -237 M - J 1135 0 J - L 0 -1692 K - L 0 -100 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.324 G 718 360 VERT(CL):0.406 G 574 311 HORZ(LL):0.055 L - - HORZ(TL):0.068 L - - Creep Factor: 2.0 Max TC CSI:0.605 Max BC CSI:0.830 Max Web CSI:0.553 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F12A Ply: 1 Qty:1 Wgt: 107.5 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W1 W2 W3 W3 W2 W3 W4 W2 W2 W4 W3 W2 W3 W3 W2 3" 19'9" 4"8 2'6"2'6"12 (TYP) 1'2"4 1'2"4 2'6" 9'3" 9'3" 10'9" 1'6" 19'9" 9'1'8"A B C D E F G H I J K LMNOPQR S 3X8 3X8 3X8[7] W=3X4 W=H0310 3X3 3X3 3X3 3X3 3X8 3X8 4X4[20] Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; Bot chord: 4x2 SP #1; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 1]4X4 1.25 L 1.25 [17]4X4 1.25 R 1.25 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 19.29 BC 120 0.00 19.29 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: 0' Bearing R (0', 10'3") HHUS46 Supporting Member: (2)2x6 SP 2400f-2.0E (14) 0.148"x3" nails into supporting member, (6) 0.148"x3" nails into supported member. (J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 965 /-/-/-/-/- L 965 /-/-/-/-/- R Brg W id = -Min Req =- L Brg W id = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -2406 C - D 0 -2406 D - E 0 -2991 E - F 0 -2996 Chords Tens.Comp. F - G 0 -2992 G - H 0 -2406 H - I 0 -2406 I - J 0 -2406 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1445 0 Q - P 2914 0 P - O 2914 0 Chords Tens.Comp. O - N 2996 0 N - M 2912 0 M - L 1445 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 0 -100 R - B 0 -1676 B - Q 1122 0 C - Q 0 -239 Q - D 0 -593 D - O 465 -193 O - E 125 -329 Webs Tens.Comp. F - N 110 -290 N - G 441 -188 G - M 0 -590 I - M 0 -238 M - J 1122 0 J - L 0 -1676 K - L 0 -100 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.278 F 833 360 VERT(CL):0.347 F 667 308 HORZ(LL):0.047 L - - HORZ(TL):0.059 L - - Creep Factor: 2.0 Max TC CSI:0.302 Max BC CSI:0.562 Max Web CSI:0.534 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F13 Ply: 1 Qty:5 Wgt: 103.6 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 W2 W3 W1 W1 W4 W2 W1 W2 W2 W1 19'3"8 2'7"8 2'6"12 (TYP) 11"12 1'2"4 2'6" 8'9"8 8'9"8 10'3"8 1'6" 19'3"8 9'1'8"A B C D E F G H I J K LMNOPQR 1.5X3 4X4[1] 3X8 1.5X3 3X8 W=H0310 3X3 3X3 1.5X3 1.5X3 3X3 3X3 W=3X4 1.5X3 3X8 3X8 1.5X3 4X4[17] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; Bot chord: 4x2 SP #1; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 1]4X4 1.25 L 1.25 [17]4X4 1.25 R 1.25 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 19.29 BC 120 0.00 19.29 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie. Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: 0' Bearing R (0', 10'3") HHUS46 Supporting Member: (2)2x6 SP 2400f-2.0E (14) 0.148"x3" nails into supporting member, (6) 0.148"x3" nails into supported member. (J) Hanger Support Required, by others Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 R 965 /-/-/-/-/- L 965 /-/-/-/-/- R Brg W id = -Min Req =- L Brg W id = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -2406 C - D 0 -2406 D - E 0 -2991 E - F 0 -2996 Chords Tens.Comp. F - G 0 -2992 G - H 0 -2406 H - I 0 -2406 I - J 0 -2406 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1445 0 Q - P 2914 0 P - O 2914 0 Chords Tens.Comp. O - N 2996 0 N - M 2912 0 M - L 1445 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 0 -100 R - B 0 -1676 B - Q 1122 0 C - Q 0 -239 Q - D 0 -593 D - O 465 -193 O - E 125 -329 Webs Tens.Comp. F - N 110 -290 N - G 441 -188 G - M 0 -590 I - M 0 -238 M - J 1122 0 J - L 0 -1676 K - L 0 -100 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.278 F 833 360 VERT(CL):0.347 F 667 308 HORZ(LL):0.047 L - - HORZ(TL):0.059 L - - Creep Factor: 2.0 Max TC CSI:0.302 Max BC CSI:0.562 Max Web CSI:0.534 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F13 Ply: 1 Qty:5 Wgt: 103.6 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 W2 W3 W1 W1 W4 W2 W1 W2 W2 W1 19'3"8 2'7"8 2'6"12 (TYP) 11"12 1'2"4 2'6" 8'9"8 8'9"8 10'3"8 1'6" 19'3"8 9'1'8"A B C D E F G H I J K LMNOPQR 1.5X3 4X4[1] 3X8 1.5X3 3X8 W=H0310 3X3 3X3 1.5X3 1.5X3 3X3 3X3 W=3X4 1.5X3 3X8 3X8 1.5X3 4X4[17] Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; B2 4x2 SP #1; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X4 1.75 L 1.25 [ 5]4X4 2.25 L 1.25 [19]3X3 1.75 R 1.25 [24]3X3 1.25 R 1.25 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 20.88 BC 120 0.19 20.88 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 W 1041 /-/-/-/-/- M 1034 /-/-/-/-/- W Brg W id = 5.5 Min Req =1.5 (Truss) M Brg W id = -Min Req =- Bearing W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1485 C - D 0 -2545 D - E 0 -3197 E - F 0 -3439 F - G 0 -3442 Chords Tens.Comp. G - H 0 -3208 H - I 0 -2566 I - J 0 -2566 J - K 0 -1516 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 843 0 V - U 2112 0 U - T 2967 0 T - S 2967 0 S - R 3405 0 Chords Tens.Comp. R - Q 3442 0 Q - P 3440 0 P - O 2979 0 O - N 2139 0 N - M 880 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - W 0 -54 A - X 0 -35 W -B 0 -1301 B - V 1019 0 V - C 0 -995 C - U 688 0 U - D 0 -670 D - S 365 0 S - E 0 -363 E - R 421 -271 Webs Tens.Comp. R - F 75 -205 Q - G 204 -136 G - P 42 -571 P - H 468 0 H - O 0 -655 O - J 678 0 J - N 0 -989 N - K 1011 0 K - M 0 -1321 L - M 0 -39 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.327 F 758 360 VERT(CL):0.409 F 606 331 HORZ(LL):0.058 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.807 Max Web CSI:0.485 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F14 Ply: 1 Qty:6 Wgt: 116.8 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2W3 W3 W3 W3 W3 W3 W3 W3 W2 W2 W3 W3 W3 W3 W3 W3 W3 W2 3"8 20'10"8 3"2'6" (TYP) 1'3"12 10'4"8 10'4"8 11'10"8 1'6" 20'10"8 9'1'8"+ A B C D E F G H I J K L MNOPQRSTUVW X 1.5X3 4X5 4X4[4] 4X4[5] 3X4(R) 3X4(R) 3X3 W=H0310 3X3 3X3 3X3 1.5X3 1.5X3 3X3 3X3 3X3 W=3X4 3X3(R)[19] 3X4 4X4 4X4 1.5X3 3X3(R)[24] 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; B2 4x2 SP #1; Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [ 4]4X4 1.75 L 1.25 [ 5]4X4 2.25 L 1.25 [19]3X3 1.75 R 1.25 [24]3X3 1.25 R 1.25 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 20.88 BC 120 0.19 20.88 Apply purlins to any chords above or below fillers at 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. 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 W 1041 /-/-/-/-/- M 1034 /-/-/-/-/- W Brg W id = 5.5 Min Req =1.5 (Truss) M Brg W id = -Min Req =- Bearing W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1485 C - D 0 -2545 D - E 0 -3197 E - F 0 -3439 F - G 0 -3442 Chords Tens.Comp. G - H 0 -3208 H - I 0 -2566 I - J 0 -2566 J - K 0 -1516 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 843 0 V - U 2112 0 U - T 2967 0 T - S 2967 0 S - R 3405 0 Chords Tens.Comp. R - Q 3442 0 Q - P 3440 0 P - O 2979 0 O - N 2139 0 N - M 880 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - W 0 -54 A - X 0 -35 W -B 0 -1301 B - V 1019 0 V - C 0 -995 C - U 688 0 U - D 0 -670 D - S 365 0 S - E 0 -363 E - R 421 -271 Webs Tens.Comp. R - F 75 -205 Q - G 204 -136 G - P 42 -571 P - H 468 0 H - O 0 -655 O - J 678 0 J - N 0 -989 N - K 1011 0 K - M 0 -1321 L - M 0 -39 Loading Criteria (psf) TCLL:60.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:75.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 16.0 " 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 8th Ed. 2023 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):0.327 F 758 360 VERT(CL):0.409 F 606 331 HORZ(LL):0.058 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.807 Max Web CSI:0.485 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:F14 Ply: 1 Qty:6 Wgt: 116.8 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2W3 W3 W3 W3 W3 W3 W3 W3 W2 W2 W3 W3 W3 W3 W3 W3 W3 W2 3"8 20'10"8 3"2'6" (TYP) 1'3"12 10'4"8 10'4"8 11'10"8 1'6" 20'10"8 9'1'8"+ A B C D E F G H I J K L MNOPQRSTUVW X 1.5X3 4X5 4X4[4] 4X4[5] 3X4(R) 3X4(R) 3X3 W=H0310 3X3 3X3 3X3 1.5X3 1.5X3 3X3 3X3 3X3 W=3X4 3X3(R)[19] 3X4 4X4 4X4 1.5X3 3X3(R)[24] Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W2,W5 2x4 SP #2; W3 2x10 SP #1; Nailnote Nail Schedule:0.131"x3", min. nails Top 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 nails in 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 5.56 TC: From 100 plf at 5.56 to 100 plf at 8.33 BC: From 5 plf at 0.00 to 5 plf at 5.56 BC: From 10 plf at 5.56 to 10 plf at 8.33 BC: 1629 lb Conc. Load at 0.48 BC: 815 lb Conc. Load at 1.81, 3.15, 4.48, 5.56 BC: 600 lb Conc. Load at 2.27, 4.27, 6.27 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 8.33 BC 100 0.00 8.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 J 4459 /-/-/-/-/- K 2838 /-/-/-/-/- J Brg W id = 4.0 Min Req =2.6 (Truss) K Brg W id = 8.0 Min Req =1.7 (Truss) Bearings J & K are a rigid surface. Bearings J & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2281 B - C 0 -3188 Chords Tens.Comp. C - D 0 -3188 D - E 0 -1762 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 11 0 I - H 2601 0 Chords Tens.Comp. H - G 2274 0 G - F 7 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -1599 A - I 2752 0 I - B 0 -624 B - H 751 0 C - H 22 -179 Webs Tens.Comp. H - D 1171 0 D - G 0 -999 G - E 2215 0 E - F 0 -1414 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 8th Ed. 2023 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):0.052 H 999 240 VERT(CL):0.071 H 999 180 HORZ(LL):0.015 A - - HORZ(TL):0.021 A - - Creep Factor: 2.0 Max TC CSI:0.353 Max BC CSI:0.861 Max Web CSI:0.777 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG02 Ply: 2 Qty:1 Wgt: 119.0 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 W4 W3 W4 W3 W5 W1 8'4" SEAT PLATE REQ.SEAT PLATE REQ. 2'7"14 2'7"14 4'3"4 1'7"6 5'10"10 1'7"6 8'4" 2'5"6 1'10"10 1'10"10 4'3"4 2'4"10 6'7"14 2'4"10 8'4" 1'8"21'8"A B C D E FGHIJ K 6X6(**)(I) 4X4(**) 6X10 4X10 3X4 6X12(I) 4X10 6X10 6X6(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W2,W5 2x4 SP #2; W3 2x10 SP #1; Nailnote Nail Schedule:0.131"x3", min. nails Top 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 nails in 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 5.56 TC: From 100 plf at 5.56 to 100 plf at 8.33 BC: From 5 plf at 0.00 to 5 plf at 5.56 BC: From 10 plf at 5.56 to 10 plf at 8.33 BC: 1629 lb Conc. Load at 0.48 BC: 815 lb Conc. Load at 1.81, 3.15, 4.48, 5.56 BC: 600 lb Conc. Load at 2.27, 4.27, 6.27 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 8.33 BC 100 0.00 8.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 J 4459 /-/-/-/-/- K 2838 /-/-/-/-/- J Brg W id = 4.0 Min Req =2.6 (Truss) K Brg W id = 8.0 Min Req =1.7 (Truss) Bearings J & K are a rigid surface. Bearings J & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2281 B - C 0 -3188 Chords Tens.Comp. C - D 0 -3188 D - E 0 -1762 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 11 0 I - H 2601 0 Chords Tens.Comp. H - G 2274 0 G - F 7 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -1599 A - I 2752 0 I - B 0 -624 B - H 751 0 C - H 22 -179 Webs Tens.Comp. H - D 1171 0 D - G 0 -999 G - E 2215 0 E - F 0 -1414 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 8th Ed. 2023 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):0.052 H 999 240 VERT(CL):0.071 H 999 180 HORZ(LL):0.015 A - - HORZ(TL):0.021 A - - Creep Factor: 2.0 Max TC CSI:0.353 Max BC CSI:0.861 Max Web CSI:0.777 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG02 Ply: 2 Qty:1 Wgt: 119.0 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 W4 W3 W4 W3 W5 W1 8'4" SEAT PLATE REQ.SEAT PLATE REQ. 2'7"14 2'7"14 4'3"4 1'7"6 5'10"10 1'7"6 8'4" 2'5"6 1'10"10 1'10"10 4'3"4 2'4"10 6'7"14 2'4"10 8'4" 1'8"21'8"A B C D E FGHIJ K 6X6(**)(I) 4X4(**) 6X10 4X10 3X4 6X12(I) 4X10 6X10 6X6(**) 4X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #3; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in 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 4.08 BC: From 5 plf at 0.00 to 5 plf at 4.08 BC: 1599 lb Conc. Load at 1.65 BC: 1508 lb Conc. Load at 3.65 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 4.08 BC 49 0.00 4.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 D 1228 /-/-/-/-/- C 2103 /-/-/-/-/- D Brg W id = 3.5 Min Req =1.5 (Support) C Brg W id = 3.5 Min Req =1.5 (Support) Bearings D & C Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -71 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 68 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 0 -52 A - C 2 0 Webs Tens.Comp. B - C 0 -51 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 8th Ed. 2023 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):0.000 A 999 360 VERT(CL):0.000 A 999 240 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.120 Max BC CSI:0.489 Max Web CSI:0.092 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG03 Ply: 2 Qty:1 Wgt: 54.6 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 4'1" 4'1" 4'1"1'8"A B CD 3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #3; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in 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 4.08 BC: From 5 plf at 0.00 to 5 plf at 4.08 BC: 1599 lb Conc. Load at 1.65 BC: 1508 lb Conc. Load at 3.65 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 4.08 BC 49 0.00 4.08 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 D 1228 /-/-/-/-/- C 2103 /-/-/-/-/- D Brg W id = 3.5 Min Req =1.5 (Support) C Brg W id = 3.5 Min Req =1.5 (Support) Bearings D & C Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -71 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 68 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - D 0 -52 A - C 2 0 Webs Tens.Comp. B - C 0 -51 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 8th Ed. 2023 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):0.000 A 999 360 VERT(CL):0.000 A 999 240 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.120 Max BC CSI:0.489 Max Web CSI:0.092 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG03 Ply: 2 Qty:1 Wgt: 54.6 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 4'1" 4'1" 4'1"1'8"A B CD 3X4 3X4 3X4 4X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 2.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in 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 6.21 BC: From 5 plf at 0.00 to 5 plf at 6.21 BC: 1812 lb Conc. Load at 0.52, 1.85, 3.19, 4.52 BC: 848 lb Conc. Load at 5.60 BC: 965 lb Conc. Load at 5.81 Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 6.21 BC 74 0.00 6.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 H 4620 /-/-/-/-/- I 4782 /-/-/-/-/- H Brg W id = 12.5 Min Req =2.4 (Support) I Brg W id = 5.5 Min Req =2.5 (Support) Bearings H & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2410 B - C 0 -2410 Chords Tens.Comp. C - D 0 -2342 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 51 0 G - F 2370 0 Chords Tens.Comp. F - E 42 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 0 -1466 A - G 2743 0 B - G 5 -149 G - C 51 -16 Webs Tens.Comp. C - F 0 -188 F - D 2761 0 D - E 0 -1578 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 8th Ed. 2023 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):0.029 G 999 360 VERT(CL):0.047 B 999 240 HORZ(LL):0.008 A - - HORZ(TL):0.014 A - - Creep Factor: 2.0 Max TC CSI:0.357 Max BC CSI:0.389 Max Web CSI:0.779 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG04 Ply: 2 Qty:1 Wgt: 89.6 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 W3 W1 W2 W1 6'2"8 2'2"1 2'2"1 3'9"11 1'7"9 6'2"8 2'4"13 2'2"1 2'2"1 4'3"3 2'1"1 6'2"8 1'11"51'8"A B C D EFGH I 6X8(**) 4X5 3X4 10X12(**) 3X8 6X8 6X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 2.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in 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 6.21 BC: From 5 plf at 0.00 to 5 plf at 6.21 BC: 1812 lb Conc. Load at 0.52, 1.85, 3.19, 4.52 BC: 848 lb Conc. Load at 5.60 BC: 965 lb Conc. Load at 5.81 Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 6.21 BC 74 0.00 6.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 H 4620 /-/-/-/-/- I 4782 /-/-/-/-/- H Brg W id = 12.5 Min Req =2.4 (Support) I Brg W id = 5.5 Min Req =2.5 (Support) Bearings H & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2410 B - C 0 -2410 Chords Tens.Comp. C - D 0 -2342 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 51 0 G - F 2370 0 Chords Tens.Comp. F - E 42 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 0 -1466 A - G 2743 0 B - G 5 -149 G - C 51 -16 Webs Tens.Comp. C - F 0 -188 F - D 2761 0 D - E 0 -1578 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 8th Ed. 2023 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):0.029 G 999 360 VERT(CL):0.047 B 999 240 HORZ(LL):0.008 A - - HORZ(TL):0.014 A - - Creep Factor: 2.0 Max TC CSI:0.357 Max BC CSI:0.389 Max Web CSI:0.779 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG04 Ply: 2 Qty:1 Wgt: 89.6 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 W3 W1 W2 W1 6'2"8 2'2"1 2'2"1 3'9"11 1'7"9 6'2"8 2'4"13 2'2"1 2'2"1 4'3"3 2'1"1 6'2"8 1'11"51'8"A B C D EFGH I 6X8(**) 4X5 3X4 10X12(**) 3X8 6X8 6X8(**) 4X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; 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. nails Top Chord: 1 Row @ 4.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 385 plf at 0.00 to 385 plf at 12.06 TC: From 435 plf at 12.06 to 435 plf at 13.67 TC: From 300 plf at 13.67 to 300 plf at 14.83 BC: From 5 plf at 0.00 to 5 plf at 12.06 BC: From 10 plf at 12.06 to 10 plf at 14.83 TC: 1223 lb Conc. Load at 13.67 BC: 72 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 14.83 BC 120 0.00 14.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 L 3225 /-/-/-/-/- M 4213 /-/-/-/-/- L Brg W id = 8.0 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =2.2 (Support) Bearing L is a rigid surface. Bearing M Fcperp = 565psi. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2840 B - C 0 -4464 C - D 0 -4464 Chords Tens.Comp. D - E 0 -4513 E - F 0 -3167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 76 0 K - J 3275 0 J - I 4638 0 Chords Tens.Comp. I - H 3668 0 H - G 142 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -1526 A - K 3022 0 K - B 0 -1301 B - J 1326 0 C - J 0 -463 J - D 0 -194 Webs Tens.Comp. D - I 34 -372 I - E 962 -2 E - H 0 -1496 H - F 3307 0 F - G 0 -1999 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 8th Ed. 2023 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):0.110 D 999 240 VERT(CL):0.224 D 794 237 HORZ(LL):0.022 A - - HORZ(TL):0.045 A - - Creep Factor: 2.0 Max TC CSI:0.943 Max BC CSI:0.430 Max Web CSI:0.933 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG05 Ply: 2 Qty:1 Wgt: 179.2 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 W3 W1 W3 W1 W3 W1 W2 W1 14'10" SEAT PLATE REQ. 3'4"10 3'4"10 5'11"15 2'7"6 8'7"5 2'7"6 11'5"6 2'10"2 14'10" 3'4"10 2'11"2 2'11"2 5'11"15 3'0"14 9'0"13 3'0"14 11'10"14 2'10"2 14'10" 2'11"21'8"A B C D E F GHIJKL M 6X8(**) 4X4 6X10 4X8 3X4 6X12 3X8 3X8 3X8 6X10 6X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; 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. nails Top Chord: 1 Row @ 4.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 385 plf at 0.00 to 385 plf at 12.06 TC: From 435 plf at 12.06 to 435 plf at 13.67 TC: From 300 plf at 13.67 to 300 plf at 14.83 BC: From 5 plf at 0.00 to 5 plf at 12.06 BC: From 10 plf at 12.06 to 10 plf at 14.83 TC: 1223 lb Conc. Load at 13.67 BC: 72 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 14.83 BC 120 0.00 14.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 L 3225 /-/-/-/-/- M 4213 /-/-/-/-/- L Brg W id = 8.0 Min Req =1.5 (Truss) M Brg W id = 5.5 Min Req =2.2 (Support) Bearing L is a rigid surface. Bearing M Fcperp = 565psi. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2840 B - C 0 -4464 C - D 0 -4464 Chords Tens.Comp. D - E 0 -4513 E - F 0 -3167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 76 0 K - J 3275 0 J - I 4638 0 Chords Tens.Comp. I - H 3668 0 H - G 142 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 0 -1526 A - K 3022 0 K - B 0 -1301 B - J 1326 0 C - J 0 -463 J - D 0 -194 Webs Tens.Comp. D - I 34 -372 I - E 962 -2 E - H 0 -1496 H - F 3307 0 F - G 0 -1999 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 8th Ed. 2023 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):0.110 D 999 240 VERT(CL):0.224 D 794 237 HORZ(LL):0.022 A - - HORZ(TL):0.045 A - - Creep Factor: 2.0 Max TC CSI:0.943 Max BC CSI:0.430 Max Web CSI:0.933 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG05 Ply: 2 Qty:1 Wgt: 179.2 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 W3 W1 W3 W1 W3 W1 W2 W1 14'10" SEAT PLATE REQ. 3'4"10 3'4"10 5'11"15 2'7"6 8'7"5 2'7"6 11'5"6 2'10"2 14'10" 3'4"10 2'11"2 2'11"2 5'11"15 3'0"14 9'0"13 3'0"14 11'10"14 2'10"2 14'10" 2'11"21'8"A B C D E F GHIJKL M 6X8(**) 4X4 6X10 4X8 3X4 6X12 3X8 3X8 3X8 6X10 6X10(**) 4X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; Bot chord: 2x6 SP 2400f-2.0E; Webs: 2x6 SP #2; W2 2x4 SP #1; W3 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 9.75" o.c. Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in 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 3.79 TC: From 261 plf at 3.79 to 261 plf at 6.96 BC: From 5 plf at 0.00 to 5 plf at 6.96 BC: 910 lb Conc. Load at 0.85, 2.85 BC: 1069 lb Conc. Load at 1.10, 3.10 BC: 954 lb Conc. Load at 3.73 BC: 368 lb Conc. Load at 4.23, 6.23 BC: 929 lb Conc. Load at 4.44, 5.77 Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 6.96 BC 84 0.00 6.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 H 4291 /-/-/-/-/- I 4267 /-/-/-/-/- H Brg W id = 3.5 Min Req =2.3 (Support) I Brg W id = 8.0 Min Req =2.2 (Support) Bearings H & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2891 B - C 0 -2891 Chords Tens.Comp. C - D 0 -2820 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 55 0 G - F 2913 0 Chords Tens.Comp. F - E 54 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 0 -1581 A - G 3213 0 B - G 22 -21 G - C 0 -120 Webs Tens.Comp. C - F 0 -278 F - D 3210 0 D - E 0 -1811 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 8th Ed. 2023 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):0.041 G 999 360 VERT(CL):0.059 G 999 240 HORZ(LL):0.011 A - - HORZ(TL):0.016 A - - Creep Factor: 2.0 Max TC CSI:0.386 Max BC CSI:0.485 Max Web CSI:0.612 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG07 Ply: 2 Qty:1 Wgt: 89.6 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 W3 W1 W2 W1 6'11"8 2'5"1 2'5"1 4'3"11 1'10"9 6'11"8 2'7"13 2'5"1 2'5"1 4'9"3 2'4"1 6'11"8 2'2"51'8"A B C D EFGH I 8X8(**) 4X5 3X4 10X12(**) 3X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; Bot chord: 2x6 SP 2400f-2.0E; Webs: 2x6 SP #2; W2 2x4 SP #1; W3 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 9.75" o.c. Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in 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 3.79 TC: From 261 plf at 3.79 to 261 plf at 6.96 BC: From 5 plf at 0.00 to 5 plf at 6.96 BC: 910 lb Conc. Load at 0.85, 2.85 BC: 1069 lb Conc. Load at 1.10, 3.10 BC: 954 lb Conc. Load at 3.73 BC: 368 lb Conc. Load at 4.23, 6.23 BC: 929 lb Conc. Load at 4.44, 5.77 Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 6.96 BC 84 0.00 6.96 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans 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 H 4291 /-/-/-/-/- I 4267 /-/-/-/-/- H Brg W id = 3.5 Min Req =2.3 (Support) I Brg W id = 8.0 Min Req =2.2 (Support) Bearings H & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2891 B - C 0 -2891 Chords Tens.Comp. C - D 0 -2820 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 55 0 G - F 2913 0 Chords Tens.Comp. F - E 54 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 0 -1581 A - G 3213 0 B - G 22 -21 G - C 0 -120 Webs Tens.Comp. C - F 0 -278 F - D 3210 0 D - E 0 -1811 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 8th Ed. 2023 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):0.041 G 999 360 VERT(CL):0.059 G 999 240 HORZ(LL):0.011 A - - HORZ(TL):0.016 A - - Creep Factor: 2.0 Max TC CSI:0.386 Max BC CSI:0.485 Max Web CSI:0.612 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG07 Ply: 2 Qty:1 Wgt: 89.6 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W1 W3 W1 W2 W1 6'11"8 2'5"1 2'5"1 4'3"11 1'10"9 6'11"8 2'7"13 2'5"1 2'5"1 4'9"3 2'4"1 6'11"8 2'2"51'8"A B C D EFGH I 8X8(**) 4X5 3X4 10X12(**) 3X8 8X8 8X8(**) 4X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP 2400f-2.0E; Webs: 2x6 SP #2; W2,W5 2x4 SP #1; W3,W6, W7 2x4 SP #3; W 4 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 9.75" 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 nails in each row to 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 16.54 BC: From 5 plf at 0.00 to 5 plf at 16.54 BC: 368 lb Conc. Load at 0.98, 2.98, 4.98, 6.98 8.98,10.98,12.98,14.98 BC: 972 lb Conc. Load at 1.19 BC: 965 lb Conc. Load at 2.52, 3.85, 5.19, 6.52 7.81 BC: 1034 lb Conc. Load at 9.15,10.48,11.81,13.15 14.48,15.81 Plating Notes All plates are 3X4 except as noted. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 16.54 BC 120 0.00 16.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 4.083' 1 12" 10 SP Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 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 R 1367 /-/-/-/-/- P 7731 /-/0 /-/-/- S 9302 /-/-/-/-/- J 948 /-52 /-/-/-/- R Brg W id = 6.5 Min Req =1.5 (Support) P Brg W id = 3.5 Min Req =- S Brg W id = 5.5 Min Req =4.9 (Support) J Brg W id = -Min Req =- Bearings R, P, & S Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -467 B - C 835 0 C - D 0 -973 D - E 0 -2106 Chords Tens.Comp. E - F 0 -2106 F - G 0 -887 G - H 1943 0 H - I 63 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 24 0 Q - P 246 -29 P - O 13 -677 O - N 1276 0 Chords Tens.Comp. N - M 1197 0 M - L 0 -1199 L - K 56 -365 K - J 20 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 3 -443 A - Q 534 -24 Q - B 663 -47 B - P 0 -1410 P - C 0 -1485 C - O 1711 0 O - D 0 -906 D - N 1027 0 E - N 0 -188 Webs Tens.Comp. N - F 1125 0 F - M 0 -928 M - G 2721 0 G - L 0 -2224 L - H 0 -1997 H - K 992 -34 K - I 46 -75 I - J 29 -115 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 8th Ed. 2023 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):0.034 E 999 240 VERT(CL):0.054 E 999 180 HORZ(LL):0.005 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.441 Max BC CSI:0.494 Max Web CSI:0.815 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG08 Ply: 2 Qty:1 Wgt: 224.7 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W1 W3 W1 W3 W1 W3 W1 W4 W1 W5 W1 W6 W1 W7 W1 BL1 4'2"12 7'11"4'4"12 2'4"8 2'4"8 4'4"8 2' 6'4"8 2' 8'1"12 1'9"4 9'11" 1'9"4 11'11" 2' 14'0"8 2'1"8 16'6"8 2'6" 1'11" 1'11" 3'11" 2' 5'11" 2' 8'1"12 2'2"12 10'3"8 2'1"12 12'4"8 2'1" 14'6" 2'1"8 16'6"8 2'0"81'8"A B C D E F G H I JKLMNOPQRS 4X8 3X8 3X8 5X7 5X7 3X8 5X5(**) 6X10 3X8 8X12(**) 6X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP 2400f-2.0E; Webs: 2x6 SP #2; W2,W5 2x4 SP #1; W3,W6, W7 2x4 SP #3; W 4 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 9.75" 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 nails in each row to 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 16.54 BC: From 5 plf at 0.00 to 5 plf at 16.54 BC: 368 lb Conc. Load at 0.98, 2.98, 4.98, 6.98 8.98,10.98,12.98,14.98 BC: 972 lb Conc. Load at 1.19 BC: 965 lb Conc. Load at 2.52, 3.85, 5.19, 6.52 7.81 BC: 1034 lb Conc. Load at 9.15,10.48,11.81,13.15 14.48,15.81 Plating Notes All plates are 3X4 except as noted. (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 16.54 BC 120 0.00 16.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Bearing Block(s) Brg blocks:0.131"x3", min. nails brg x-loc #blocks length/blk #nails/blk wall plate 2 4.083' 1 12" 10 SP Standard Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 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 R 1367 /-/-/-/-/- P 7731 /-/0 /-/-/- S 9302 /-/-/-/-/- J 948 /-52 /-/-/-/- R Brg W id = 6.5 Min Req =1.5 (Support) P Brg W id = 3.5 Min Req =- S Brg W id = 5.5 Min Req =4.9 (Support) J Brg W id = -Min Req =- Bearings R, P, & S Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -467 B - C 835 0 C - D 0 -973 D - E 0 -2106 Chords Tens.Comp. E - F 0 -2106 F - G 0 -887 G - H 1943 0 H - I 63 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 24 0 Q - P 246 -29 P - O 13 -677 O - N 1276 0 Chords Tens.Comp. N - M 1197 0 M - L 0 -1199 L - K 56 -365 K - J 20 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 3 -443 A - Q 534 -24 Q - B 663 -47 B - P 0 -1410 P - C 0 -1485 C - O 1711 0 O - D 0 -906 D - N 1027 0 E - N 0 -188 Webs Tens.Comp. N - F 1125 0 F - M 0 -928 M - G 2721 0 G - L 0 -2224 L - H 0 -1997 H - K 992 -34 K - I 46 -75 I - J 29 -115 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 8th Ed. 2023 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):0.034 E 999 240 VERT(CL):0.054 E 999 180 HORZ(LL):0.005 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.441 Max BC CSI:0.494 Max Web CSI:0.815 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FG08 Ply: 2 Qty:1 Wgt: 224.7 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W1 W3 W1 W3 W1 W3 W1 W4 W1 W5 W1 W6 W1 W7 W1 BL1 4'2"12 7'11"4'4"12 2'4"8 2'4"8 4'4"8 2' 6'4"8 2' 8'1"12 1'9"4 9'11" 1'9"4 11'11" 2' 14'0"8 2'1"8 16'6"8 2'6" 1'11" 1'11" 3'11" 2' 5'11" 2' 8'1"12 2'2"12 10'3"8 2'1"12 12'4"8 2'1" 14'6" 2'1"8 16'6"8 2'0"81'8"A B C D E F G H I JKLMNOPQRS 4X8 3X8 3X8 5X7 5X7 3X8 5X5(**) 6X10 3X8 8X12(**) 6X8(**) 4X8 4X8 4X8 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 building designer. 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 16.81 BC 120 0.19 16.81 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 AG*106 /-/-/-/-/- R 124 /-/-/-/-/- AG Brg W id = 196 Min Req =- R Brg W id = 8.0 Min Req =1.5 (Truss) Bearings AG & S are a rigid surface. Bearings AG & S require a seat plate. 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 0 H - 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. AG-AF 0 -1 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 Chords Tens.Comp. Y - X 0 -1 X - W 0 -1 W -V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 S - R 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH-AG 8 -11 A -AH 14 0 R - Q 0 -9 Webs Tens.Comp. P - Q 16 0 Q - R 4 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AF 0 -107 C -AE 0 -140 D -AD 0 -132 E -AC 0 -134 F -AB 0 -133 Gables Tens.Comp. J - X 0 -140 K - W 0 -133 L - V 0 -134 M - U 0 -132 N - T 0 -141 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 8th Ed. 2023 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 N 999 360 VERT(CL):0.000 G 999 240 HORZ(LL):0.002 P - - HORZ(TL):0.003 P - - Creep Factor: 2.0 Max TC CSI:0.139 Max BC CSI:0.033 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FGE01 Ply: 1 Qty:1 Wgt: 96.3 lbs Page 1 of 2 DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 3"8 17' SEAT PLATE REQ.SEAT PLATE REQ. 4"8 1'4" (TYP)1'8"A B C D E F G H I J K L M N O PQ R STUVWXYZAAABACADAEAF AG AH 3X3 W=3X4 W=3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 building designer. 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 16.81 BC 120 0.19 16.81 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. 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 AG*106 /-/-/-/-/- R 124 /-/-/-/-/- AG Brg W id = 196 Min Req =- R Brg W id = 8.0 Min Req =1.5 (Truss) Bearings AG & S are a rigid surface. Bearings AG & S require a seat plate. 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 0 H - 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. AG-AF 0 -1 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 Chords Tens.Comp. Y - X 0 -1 X - W 0 -1 W -V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 S - R 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AH-AG 8 -11 A -AH 14 0 R - Q 0 -9 Webs Tens.Comp. P - Q 16 0 Q - R 4 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AF 0 -107 C -AE 0 -140 D -AD 0 -132 E -AC 0 -134 F -AB 0 -133 Gables Tens.Comp. J - X 0 -140 K - W 0 -133 L - V 0 -134 M - U 0 -132 N - T 0 -141 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 8th Ed. 2023 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 N 999 360 VERT(CL):0.000 G 999 240 HORZ(LL):0.002 P - - HORZ(TL):0.003 P - - Creep Factor: 2.0 Max TC CSI:0.139 Max BC CSI:0.033 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FGE01 Ply: 1 Qty:1 Wgt: 96.3 lbs Page 1 of 2 DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W2 W1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 3"8 17' SEAT PLATE REQ.SEAT PLATE REQ. 4"8 1'4" (TYP)1'8"A B C D E F G H I J K L M N O PQ R STUVWXYZAAABACADAEAF AG AH 3X3 W=3X4 W=3X4 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau G -AA 0 -140 I - Z 0 -133 O - S 0 -110 Job Number:30588 Alderman Residence Truss Label:FGE01 Ply: 1 Qty:1 Wgt: 96.3 lbs Page 2 of 2 DRW : .../...07/07/2025 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 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 13.85 BC 120 0.19 13.85 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow 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 O*108 /-/-/-/-/- O Brg W id = 168 Min Req =- Bearing AA 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 Chords Tens.Comp. G - H 0 0 H - I 0 0 I - J 0 0 J - K 0 0 K - L 0 0 L - M 0 0 Maximum Bot Chord Forces Per Ply (lbs) 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 Chords Tens.Comp. U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Q - P 0 0 P - O 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB-AA 22 -5 A -AB 28 0 M - N 28 0 Webs Tens.Comp. O - N 1 -5 N - O 21 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Z 0 -104 C - Y 0 -143 D - X 0 -131 E - W 0 -134 F - V 0 -133 G - U 0 -133 Gables Tens.Comp. H - T 0 -133 I - S 0 -134 J - R 0 -131 K - Q 0 -143 L - P 0 -104 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 8th Ed. 2023 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 K 999 360 VERT(CL):0.000 K 999 240 HORZ(LL):0.000 M - - HORZ(TL):0.000 M - - Creep Factor: 2.0 Max TC CSI:0.085 Max BC CSI:0.019 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FGE02 Ply: 1 Qty:1 Wgt: 82.3 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 3"8 14'0"8 2"12 1'4" (TYP)1'8"A B C D E F G H I J K L M N O PQRSTUVWXYZ AA AB 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 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 13.85 BC 120 0.19 13.85 Apply 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 vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on each narrow 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 O*108 /-/-/-/-/- O Brg W id = 168 Min Req =- Bearing AA 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 Chords Tens.Comp. G - H 0 0 H - I 0 0 I - J 0 0 J - K 0 0 K - L 0 0 L - M 0 0 Maximum Bot Chord Forces Per Ply (lbs) 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 Chords Tens.Comp. U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Q - P 0 0 P - O 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AB-AA 22 -5 A -AB 28 0 M - N 28 0 Webs Tens.Comp. O - N 1 -5 N - O 21 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - Z 0 -104 C - Y 0 -143 D - X 0 -131 E - W 0 -134 F - V 0 -133 G - U 0 -133 Gables Tens.Comp. H - T 0 -133 I - S 0 -134 J - R 0 -131 K - Q 0 -143 L - P 0 -104 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 8th Ed. 2023 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 K 999 360 VERT(CL):0.000 K 999 240 HORZ(LL):0.000 M - - HORZ(TL):0.000 M - - Creep Factor: 2.0 Max TC CSI:0.085 Max BC CSI:0.019 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FGE02 Ply: 1 Qty:1 Wgt: 82.3 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 3"8 14'0"8 2"12 1'4" (TYP)1'8"A B C D E F G H I J K L M N O PQRSTUVWXYZ AA AB 3X3 3X3 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 building designer. 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 0.00 3.73 BC 45 0.00 3.73 Apply purlins to any chords above or below fillers at 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 is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*110 /-/-/-/-/- J Brg W id = 44.7 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 -8 Webs Tens.Comp. E - F 0 -8 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -107 C - H 0 -144 Gables Tens.Comp. D - G 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 8th Ed. 2023 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 C - - HORZ(TL):0.000 J - - Creep Factor: 2.0 Max TC CSI:0.144 Max BC CSI:0.034 Max Web CSI:0.034 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FGE03 Ply: 1 Qty:1 Wgt: 25.2 lbs DRW : .../...07/07/2025 T1 B1 W1 W1 M1 M1 M1 3'8"12 6"6 1'4" (TYP) 5"10 1'8"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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 building designer. 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 0.00 3.73 BC 45 0.00 3.73 Apply purlins to any chords above or below fillers at 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 is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*110 /-/-/-/-/- J Brg W id = 44.7 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 -8 Webs Tens.Comp. E - F 0 -8 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -107 C - H 0 -144 Gables Tens.Comp. D - G 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 8th Ed. 2023 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 C - - HORZ(TL):0.000 J - - Creep Factor: 2.0 Max TC CSI:0.144 Max BC CSI:0.034 Max Web CSI:0.034 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FGE03 Ply: 1 Qty:1 Wgt: 25.2 lbs DRW : .../...07/07/2025 T1 B1 W1 W1 M1 M1 M1 3'8"12 6"6 1'4" (TYP) 5"10 1'8"A B C D E F GHI J Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W4,W7 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nails Top 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 nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 7.83 TC: From 502 plf at 7.83 to 502 plf at 11.83 BC: From 10 plf at 0.00 to 10 plf at 11.83 TC: 3105 lb Conc. Load at 7.83 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.83 TC 24 7.83 11.83 BC 70 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Right end vertical not exposed to wind pressure. Additional Notes Negative reaction(s) of -957# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Provide uplift connections at bearings as indicated. UPLIFT (LB): BRG.LOC (FT): 0.00 11.58 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 2-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 2182 /-613 /-/8 /-/- H 4004 /-957 /-/9 /-/- Wind reactions based on MWFRS L Brg Wid = 8.0 Min Req =1.5 (Truss) H Brg Wid = -Min Req =- Bearing L is a rigid surface. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 1382 -3198 C - E 128 -274 Chords Tens.Comp. D - F 2048 -4128 F - G 916 -2576 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 3068 -1330 K - J 4027 -2002 Chords Tens.Comp. J - I 2953 -1050 I - H 12 -2 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 767 -501 C - D 1210 -2844 K - D 892 -1230 D - E 1562 -1527 D - J 744 -846 Webs Tens.Comp. J - F 1435 -1235 F - I 608 -1710 I - G 3052 -1088 G - H 478 -1970 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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): 0.182 K 769 240 VERT(CL): 0.183 K 767 187 HORZ(LL): 0.044 H - - HORZ(TL): 0.044 H - - Creep Factor: 2.0 Max TC CSI: 0.703 Max BC CSI: 0.962 Max Web CSI: 0.861 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT01 Ply: 2 Qty:2 Wgt: 117.6 lbs DRW: .../...07/08/2025 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W6 11'10" SEAT PLATE REQ. 6'1"8 6'1"8 7'10" 1'8"8 9'6"8 1'8"8 11'10" 2'3"8 6'1"8 6'1"8 7'10" 1'8"8 9'10"8 2'0"8 11'10" 1'11"81'8" 4"2 1'8"2'3"102'8"2DT -7"10 A B C D E F G HIJKL 3 12 3X8(**) 5X7 4X4 6X12(**) 5X5(**) 5X5 5X5 6X8(**) 6X6(**)(I) 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 11.83 BC: From 10 plf at 0.00 to 10 plf at 11.83 TC: 422 lb Conc. Load at 7.83 Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.83 TC 24 7.83 11.83 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Right end vertical not exposed to wind pressure. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 131 45 BRG.LOC (FT): 0.00 11.58 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 2-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 989 /-/-/-/131 /- H 910 /-/-/-/45 /- Wind reactions based on MW FRS L Brg W id = 8.0 Min Req =1.5 (Truss) H Brg W id = -Min Req =- Bearing L is a rigid surface. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -10 B - C 118 -1929 C - E 27 -158 Chords Tens.Comp. D - F 12 -1908 F - G 32 -1178 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1813 -99 K - J 1865 -9 Chords Tens.Comp. J - I 1346 -40 I - H 6 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 147 -55 C - D 99 -1711 K - D 188 -157 D - E 21 -385 D - J 0 -417 Webs Tens.Comp. J - F 689 0 F - I 38 -764 I - G 1395 -38 G - H 49 -890 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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):0.078 C 999 240 VERT(CL):0.103 K 999 187 HORZ(LL):0.020 H - - HORZ(TL):0.026 H - - Creep Factor: 2.0 Max TC CSI:0.844 Max BC CSI:0.740 Max Web CSI:0.664 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT02 Ply: 1 Qty:4 Wgt: 58.8 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W3 W4 W5 W6 W5 W6 11'10" SEAT PLATE REQ. 6'1"8 6'1"8 7'10" 1'8"8 9'6"8 1'8"8 11'10" 2'3"8 6'1"8 6'1"8 7'10" 1'8"8 9'10" 2' 11'10" 2'1'8" 4"2 1'8"2'8"2DT -7"10 A B C D E F G HIJKL 3 12 4X4(**) 5X5 3X4 4X10(**) 3X4(**) 3X4 3X4 5X5 5X5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 11.83 BC: From 10 plf at 0.00 to 10 plf at 11.83 TC: 422 lb Conc. Load at 7.83 Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.83 TC 24 7.83 11.83 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Right end vertical not exposed to wind pressure. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 131 45 BRG.LOC (FT): 0.00 11.58 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 2-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 989 /-/-/-/131 /- H 910 /-/-/-/45 /- Wind reactions based on MW FRS L Brg W id = 8.0 Min Req =1.5 (Truss) H Brg W id = -Min Req =- Bearing L is a rigid surface. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -10 B - C 118 -1929 C - E 27 -158 Chords Tens.Comp. D - F 12 -1908 F - G 32 -1178 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1813 -99 K - J 1865 -9 Chords Tens.Comp. J - I 1346 -40 I - H 6 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 147 -55 C - D 99 -1711 K - D 188 -157 D - E 21 -385 D - J 0 -417 Webs Tens.Comp. J - F 689 0 F - I 38 -764 I - G 1395 -38 G - H 49 -890 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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):0.078 C 999 240 VERT(CL):0.103 K 999 187 HORZ(LL):0.020 H - - HORZ(TL):0.026 H - - Creep Factor: 2.0 Max TC CSI:0.844 Max BC CSI:0.740 Max Web CSI:0.664 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT02 Ply: 1 Qty:4 Wgt: 58.8 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W3 W4 W5 W6 W5 W6 11'10" SEAT PLATE REQ. 6'1"8 6'1"8 7'10" 1'8"8 9'6"8 1'8"8 11'10" 2'3"8 6'1"8 6'1"8 7'10" 1'8"8 9'10" 2' 11'10" 2'1'8" 4"2 1'8"2'8"2DT -7"10 A B C D E F G HIJKL 3 12 4X4(**) 5X5 3X4 4X10(**) 3X4(**) 3X4 3X4 5X5 5X5 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 12.29 BC: From 10 plf at 0.00 to 10 plf at 12.29 TC: 422 lb Conc. Load at 7.83 Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.83 TC 24 7.83 12.29 BC 120 0.15 12.29 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Right end vertical not exposed to wind pressure. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 133 53 BRG.LOC (FT): 0.00 11.83 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 2-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1024 /-/-/-/132 /- H 925 /-/-/-/52 /- Wind reactions based on MW FRS L Brg W id = 8.0 Min Req =1.5 (Truss) H Brg W id = 5.5 Min Req =1.5 (Truss) Bearing L is a rigid surface. Bearing H Fcperp = 565psi. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -10 B - C 125 -2061 C - E 27 -168 Chords Tens.Comp. D - F 22 -2096 F - G 45 -1321 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1941 -106 K - J 2050 -19 Chords Tens.Comp. J - I 1489 -55 I - H 7 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 165 -44 C - D 106 -1830 K - D 168 -188 D - E 21 -385 D - J 0 -394 Webs Tens.Comp. J - F 714 0 F - I 45 -766 I - G 1519 -52 G - H 57 -904 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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):0.090 K 999 240 VERT(CL):0.118 K 999 194 HORZ(LL):0.022 H - - HORZ(TL):0.029 H - - Creep Factor: 2.0 Max TC CSI:0.869 Max BC CSI:0.770 Max Web CSI:0.723 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT03 Ply: 1 Qty:2 Wgt: 66.5 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W3 W4 W5 W6 W5 W6 12'3"8 SEAT PLATE REQ. 6'1"8 6'1"8 7'10" 1'8"8 9'9"4 1'11"4 12'3"8 2'6"4 6'1"8 6'1"8 7'10" 1'8"8 10'0"12 2'2"12 12'3"8 2'2"121'8" 4"2 1'8"2'8"2DT -7"10 A B C D E F G HIJKL 3 12 4X4(**) 5X5 3X4 4X10(**) 3X4(**) 3X4 3X4 5X5 5X5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 12.29 BC: From 10 plf at 0.00 to 10 plf at 12.29 TC: 422 lb Conc. Load at 7.83 Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.83 TC 24 7.83 12.29 BC 120 0.15 12.29 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Right end vertical not exposed to wind pressure. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 133 53 BRG.LOC (FT): 0.00 11.83 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 2-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 1024 /-/-/-/132 /- H 925 /-/-/-/52 /- Wind reactions based on MW FRS L Brg W id = 8.0 Min Req =1.5 (Truss) H Brg W id = 5.5 Min Req =1.5 (Truss) Bearing L is a rigid surface. Bearing H Fcperp = 565psi. Bearing L requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -10 B - C 125 -2061 C - E 27 -168 Chords Tens.Comp. D - F 22 -2096 F - G 45 -1321 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1941 -106 K - J 2050 -19 Chords Tens.Comp. J - I 1489 -55 I - H 7 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 165 -44 C - D 106 -1830 K - D 168 -188 D - E 21 -385 D - J 0 -394 Webs Tens.Comp. J - F 714 0 F - I 45 -766 I - G 1519 -52 G - H 57 -904 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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):0.090 K 999 240 VERT(CL):0.118 K 999 194 HORZ(LL):0.022 H - - HORZ(TL):0.029 H - - Creep Factor: 2.0 Max TC CSI:0.869 Max BC CSI:0.770 Max Web CSI:0.723 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT03 Ply: 1 Qty:2 Wgt: 66.5 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W3 W4 W5 W6 W5 W6 12'3"8 SEAT PLATE REQ. 6'1"8 6'1"8 7'10" 1'8"8 9'9"4 1'11"4 12'3"8 2'6"4 6'1"8 6'1"8 7'10" 1'8"8 10'0"12 2'2"12 12'3"8 2'2"121'8" 4"2 1'8"2'8"2DT -7"10 A B C D E F G HIJKL 3 12 4X4(**) 5X5 3X4 4X10(**) 3X4(**) 3X4 3X4 5X5 5X5 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W1 2x6 SP 2400f-2.0E; W2, W7 2x4 SP #3; W 6 2x4 SP 2400f-2.0E; W 8 2x6 SP #2; W10 2x4 SP #1; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 1.75" 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 equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 4.06 TC: From 50 plf at 4.06 to 50 plf at 11.83 TC: From 892 plf at 11.83 to 892 plf at 14.21 TC: From 943 plf at 14.21 to 943 plf at 18.13 BC: From 5 plf at 0.00 to 5 plf at 14.21 BC: From 10 plf at 14.21 to 10 plf at 18.13 BC: 62 lb Conc. Load at 2.06 BC: 656 lb Conc. Load at 4.06, 6.06, 8.06,10.06 12.06,13.56 BC: 948 lb Conc. Load at 11.96 BC: 5025 lb Conc. Load at 14.21 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.83 TC 24 11.83 18.13 BC 120 0.15 18.13 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Right end vertical not exposed to wind pressure. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 363 923 BRG.LOC (FT): 0.00 17.67 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 3-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 5292 /-/-/-/363 /- Q 11565 /-/-/-/922 /- Wind reactions based on MW FRS P Brg W id = 8.0 Min Req =1.5 (Truss) Q Brg W id = 5.5 Min Req =3.4 (Support) Bearing P is a rigid surface. Bearing Q Fcperp = 565psi. Bearing P requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 10 -3 B - C 226 -4288 C - D 241 -4337 D - F 12 -187 Chords Tens.Comp. E - G 501 -8509 G - H 448 -7413 H - I 263 -3809 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 4160 -220 O - N 4177 -225 N - M 8280 -486 Chords Tens.Comp. M - L 7617 -479 L - K 4849 -338 K - J 52 -4 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 24 -76 C - N 46 -58 N - D 2534 -128 N - E 278 -4489 D - E 233 -4210 E - F 31 -2 E - M 53 -602 Webs Tens.Comp. M - G 990 -23 G - L 82 -545 L - H 3314 -143 H - K 199 -2778 K - I 4413 -304 I - J 211 -2642 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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):0.419 F 514 287 VERT(CL):0.432 F 499 287 HORZ(LL):0.054 J - - HORZ(TL):0.056 J - - Creep Factor: 2.0 Max TC CSI:0.725 Max BC CSI:0.722 Max Web CSI:0.935 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT05 Ply: 4 Qty:1 Wgt: 532.0 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 W7 W8 W9 W8 W10 W8 18'1"8 SEAT PLATE REQ. 3'10"7 3'10"7 9'1"12 5'3"5 11'10" 2'8"4 13'11"12 2'1"12 15'9"14 1'10"2 18'1"8 2'3"10 3'7"11 3'7"11 9' 5'4"5 11'10" 2'10" 14'5"4 2'7"4 16'3"14 1'10"10 18'1"8 1'9"101'8" 4"2 1'8"3'8"2DT -1'7"10 A B C D E F G H I JKLMNOP Q 3 12 4X4(A3) 4X4(A3) 3X4 3X8 10X12(**)(I) 6X10(**) 10X12(**)(I) 3X4(**) 4X5 4X8 6X10 6X10 8X12 6X10(**)(I) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x6 SP 2400f-2.0E; Bot chord: 2x8 SP 2400f-2.0E; Webs: 2x4 SP #2; W1 2x6 SP 2400f-2.0E; W2, W7 2x4 SP #3; W 6 2x4 SP 2400f-2.0E; W 8 2x6 SP #2; W10 2x4 SP #1; Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @ 1.75" 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 equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 101 plf at -1.67 to 101 plf at 4.06 TC: From 50 plf at 4.06 to 50 plf at 11.83 TC: From 892 plf at 11.83 to 892 plf at 14.21 TC: From 943 plf at 14.21 to 943 plf at 18.13 BC: From 5 plf at 0.00 to 5 plf at 14.21 BC: From 10 plf at 14.21 to 10 plf at 18.13 BC: 62 lb Conc. Load at 2.06 BC: 656 lb Conc. Load at 4.06, 6.06, 8.06,10.06 12.06,13.56 BC: 948 lb Conc. Load at 11.96 BC: 5025 lb Conc. Load at 14.21 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.83 TC 24 11.83 18.13 BC 120 0.15 18.13 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Right end vertical not exposed to wind pressure. Additional Notes Provide uplift connections at bearings as indicated. UPLIFT (LB): 363 923 BRG.LOC (FT): 0.00 17.67 Truss designed for 130.00 mph wind, 15.00 ft mean height with dead load of 4.20 psf (Top) and 3.00 psf (Bottom). Enclosed building (SBC) The overall height of this truss excluding overhang is 3-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 5292 /-/-/-/363 /- Q 11565 /-/-/-/922 /- Wind reactions based on MW FRS P Brg W id = 8.0 Min Req =1.5 (Truss) Q Brg W id = 5.5 Min Req =3.4 (Support) Bearing P is a rigid surface. Bearing Q Fcperp = 565psi. Bearing P requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 10 -3 B - C 226 -4288 C - D 241 -4337 D - F 12 -187 Chords Tens.Comp. E - G 501 -8509 G - H 448 -7413 H - I 263 -3809 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 4160 -220 O - N 4177 -225 N - M 8280 -486 Chords Tens.Comp. M - L 7617 -479 L - K 4849 -338 K - J 52 -4 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 24 -76 C - N 46 -58 N - D 2534 -128 N - E 278 -4489 D - E 233 -4210 E - F 31 -2 E - M 53 -602 Webs Tens.Comp. M - G 990 -23 G - L 82 -545 L - H 3314 -143 H - K 199 -2778 K - I 4413 -304 I - J 211 -2642 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:ASCE 7-22 Speed:0 mph Enclosure: Open Risk Category: II EXP: B Kzt: NA Mean Height: 0.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft ft Loc. from endwall: not in 9.00 ft GCpi: 0.00 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 8th Ed. 2023 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):0.419 F 514 287 VERT(CL):0.432 F 499 287 HORZ(LL):0.054 J - - HORZ(TL):0.056 J - - Creep Factor: 2.0 Max TC CSI:0.725 Max BC CSI:0.722 Max Web CSI:0.935 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:FT05 Ply: 4 Qty:1 Wgt: 532.0 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 W7 W8 W9 W8 W10 W8 18'1"8 SEAT PLATE REQ. 3'10"7 3'10"7 9'1"12 5'3"5 11'10" 2'8"4 13'11"12 2'1"12 15'9"14 1'10"2 18'1"8 2'3"10 3'7"11 3'7"11 9' 5'4"5 11'10" 2'10" 14'5"4 2'7"4 16'3"14 1'10"10 18'1"8 1'9"101'8" 4"2 1'8"3'8"2DT -1'7"10 A B C D E F G H I JKLMNOP Q 3 12 4X4(A3) 4X4(A3) 3X4 3X8 10X12(**)(I) 6X10(**) 10X12(**)(I) 3X4(**) 4X5 4X8 6X10 6X10 8X12 6X10(**)(I) 4X8 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.18 TC 24 0.44 7.25 TC 24 7.25 14.06 TC 24 12.32 16.17 BC 75 0.00 14.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/340. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 6-1-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 412 /-/-/130 /97 /183 B*-/-69 /-/56 /40 /- X 308 /-/-/292 /265 /- P 308 /-/-/292 /265 /- P*-/-69 /-/56 /38 /- N 412 /-/-/131 /97 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) B Brg W id = 19.0 Min Req =- X Brg W id = 5.5 Min Req =1.5 (Truss) P Brg W id = 5.5 Min Req =1.5 (Truss) P Brg W id = 19.0 Min Req =- N Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B, B, X, P, P, & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 0 B - C 255 -495 C - D 54 -261 D - E 73 -331 E - F 117 -318 F - G 163 -292 G - H 216 -271 Chords Tens.Comp. H - I 216 -271 I - J 164 -292 J - K 117 -318 K - L 73 -331 L - M 52 -261 M - N 259 -494 N - O 67 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 448 -26 X - W 215 -13 W -V 213 -12 V - U 212 -12 U - T 212 -12 Chords Tens.Comp. T - S 212 -12 S - R 212 -11 R - Q 213 -10 Q - P 215 -9 P - N 448 -5 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - X 128 -151 E - W 68 -39 F - V 67 -39 G - U 69 -47 H - T 173 -157 Gables Tens.Comp. S - I 69 -47 R - J 67 -39 Q - K 68 -39 P - L 128 -151 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.63 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.021 V 999 240 VERT(CL):0.033 R 999 180 HORZ(LL):0.018 J - - HORZ(TL):0.024 F - - Creep Factor: 2.0 Max TC CSI:0.266 Max BC CSI:0.204 Max Web CSI:0.638 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE01 Ply: 1 Qty:1 Wgt: 112.0 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 B1 M1 M2 M3 M4 M5 M4 M3 M2 M1 5"8 1'7"2"12 9'11"8 2"12 1'7"5"8 2'3"4 11"12 1'4" (TYP) 11"12 3"10 3"10 1'9"12 1'6"3 7'3" 5'5"4 12'8"4 5'5"4 14'2"6 1'6"3 14'6" 3"10 14'6" 14'6"1'8"1'8" 3'8" (NNL) 3'8" (NNL) 5"1 7'5"3(a) A B CD E F G H I J K L M N OPQRSTUVWX 10 12 3X4(C3) 3X4(C3) 3X4(**) 4X4 3X4(**) 3X4(C3)3X4(C3) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.18 TC 24 0.44 7.25 TC 24 7.25 14.06 TC 24 12.32 16.17 BC 75 0.00 14.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/340. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 6-1-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 412 /-/-/130 /97 /183 B*-/-69 /-/56 /40 /- X 308 /-/-/292 /265 /- P 308 /-/-/292 /265 /- P*-/-69 /-/56 /38 /- N 412 /-/-/131 /97 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) B Brg W id = 19.0 Min Req =- X Brg W id = 5.5 Min Req =1.5 (Truss) P Brg W id = 5.5 Min Req =1.5 (Truss) P Brg W id = 19.0 Min Req =- N Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B, B, X, P, P, & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 0 B - C 255 -495 C - D 54 -261 D - E 73 -331 E - F 117 -318 F - G 163 -292 G - H 216 -271 Chords Tens.Comp. H - I 216 -271 I - J 164 -292 J - K 117 -318 K - L 73 -331 L - M 52 -261 M - N 259 -494 N - O 67 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 448 -26 X - W 215 -13 W -V 213 -12 V - U 212 -12 U - T 212 -12 Chords Tens.Comp. T - S 212 -12 S - R 212 -11 R - Q 213 -10 Q - P 215 -9 P - N 448 -5 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - X 128 -151 E - W 68 -39 F - V 67 -39 G - U 69 -47 H - T 173 -157 Gables Tens.Comp. S - I 69 -47 R - J 67 -39 Q - K 68 -39 P - L 128 -151 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.63 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.021 V 999 240 VERT(CL):0.033 R 999 180 HORZ(LL):0.018 J - - HORZ(TL):0.024 F - - Creep Factor: 2.0 Max TC CSI:0.266 Max BC CSI:0.204 Max Web CSI:0.638 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE01 Ply: 1 Qty:1 Wgt: 112.0 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 B1 M1 M2 M3 M4 M5 M4 M3 M2 M1 5"8 1'7"2"12 9'11"8 2"12 1'7"5"8 2'3"4 11"12 1'4" (TYP) 11"12 3"10 3"10 1'9"12 1'6"3 7'3" 5'5"4 12'8"4 5'5"4 14'2"6 1'6"3 14'6" 3"10 14'6" 14'6"1'8"1'8" 3'8" (NNL) 3'8" (NNL) 5"1 7'5"3(a) A B CD E F G H I J K L M N OPQRSTUVWX 10 12 3X4(C3) 3X4(C3) 3X4(**) 4X4 3X4(**) 3X4(C3)3X4(C3) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x4 SP #3; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 8 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 2.00 TC 24 0.00 14.13 TC 24 14.13 30.88 BC 75 0.00 6.34 BC 120 6.36 30.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/200. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 8-5-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*73 /-/-/35 /24 /46 AQ*64 /-/-/29 /17 /- Wind reactions based on MW FRS A Brg W id = 74.6 Min Req =- AQ Brg W id = 295 Min Req =- Bearings A & AQ are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 303 -283 B - C 301 -258 C - D 299 -248 D - E 301 -234 E - F 308 -225 F - G 310 -215 G - H 323 -203 H - I 359 -190 I - J 401 -179 J - K 429 -163 K - L 432 -151 L - M 404 -140 Chords Tens.Comp. M - N 362 -125 N - O 326 -112 O - P 290 -99 P - Q 254 -87 Q - R 219 -74 R - S 183 -62 S - T 148 -49 T - U 113 -37 U - V 80 -35 V - W 20 -7 W -X 52 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AS 240 -256 AS-AR 239 -256 AR-AP 239 -256 AQ-AO 19 -12 AO-AN 20 -12 AN-AM 20 -12 AM-AL 21 -12 AL-AK 22 -12 AK-AJ 22 -12 AJ-AI 22 -12 AI-AH 22 -12 Chords Tens.Comp. AH-AG 21 -11 AG-AF 21 -11 AF-AE 20 -11 AE-AD 19 -10 AD-AC 18 -9 AC-AB 17 -9 AB-AA 16 -8 AA- Z 15 -7 Z - Y 13 -6 Y - X 16 -4 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E -AP 66 -79 Webs Tens.Comp. AP-AQ 92 -54 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens.Comp. 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.62 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft 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 8th Ed. 2023 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):0.009 B 999 392 VERT(CL):0.011 B 999 392 HORZ(LL):0.021 W -- HORZ(TL):0.023 W -- Creep Factor: 2.0 Max TC CSI:0.171 Max BC CSI:0.113 Max Web CSI:0.844 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE02 Ply: 1 Qty:1 Wgt: 289.8 lbs Page 1 of 2 DRW : .../...07/07/2025 SC1 T1 T2 T3 T4 M1B1 B2 B3 B4 W1 M2 M3 M4 M5 M6 M7 M8 M9 M8 M7 M6 M5 M4 M10 M11 M12 M13 M14 M15 30'10"10 3'5"10 1'4" (TYP) 1'6"12 2"2 2"2 1'10"4 1'8"2 6'4"6 4'6"2 14'1"10 7'9"4 30'10"10 16'9" 6'2"10 6'2"10 30'10"10 24'8" 2' (NNL)2'6"5 7"15 10'5"3(a)(a)(a)(b)(b) (b) (b)(b)(a)(a)(a) A B C D E F G H I J K L M N O P Q R S T U V W X YZAAABACADAEAFAGAHAIAJAKALAMANAO AP AQ ARAS 7 12 3X4(C4) 3X4(C4) 3X4(**) 3X4(**) 3X4(**) 5X5(**) 4X4 5X5(**)5X5(**) 5X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x4 SP #3; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 8 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 2.00 TC 24 0.00 14.13 TC 24 14.13 30.88 BC 75 0.00 6.34 BC 120 6.36 30.88 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/200. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 8-5-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*73 /-/-/35 /24 /46 AQ*64 /-/-/29 /17 /- Wind reactions based on MW FRS A Brg W id = 74.6 Min Req =- AQ Brg W id = 295 Min Req =- Bearings A & AQ are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 303 -283 B - C 301 -258 C - D 299 -248 D - E 301 -234 E - F 308 -225 F - G 310 -215 G - H 323 -203 H - I 359 -190 I - J 401 -179 J - K 429 -163 K - L 432 -151 L - M 404 -140 Chords Tens.Comp. M - N 362 -125 N - O 326 -112 O - P 290 -99 P - Q 254 -87 Q - R 219 -74 R - S 183 -62 S - T 148 -49 T - U 113 -37 U - V 80 -35 V - W 20 -7 W -X 52 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AS 240 -256 AS-AR 239 -256 AR-AP 239 -256 AQ-AO 19 -12 AO-AN 20 -12 AN-AM 20 -12 AM-AL 21 -12 AL-AK 22 -12 AK-AJ 22 -12 AJ-AI 22 -12 AI-AH 22 -12 Chords Tens.Comp. AH-AG 21 -11 AG-AF 21 -11 AF-AE 20 -11 AE-AD 19 -10 AD-AC 18 -9 AC-AB 17 -9 AB-AA 16 -8 AA- Z 15 -7 Z - Y 13 -6 Y - X 16 -4 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. E -AP 66 -79 Webs Tens.Comp. AP-AQ 92 -54 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens.Comp. 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.62 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.09 ft 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 8th Ed. 2023 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):0.009 B 999 392 VERT(CL):0.011 B 999 392 HORZ(LL):0.021 W -- HORZ(TL):0.023 W -- Creep Factor: 2.0 Max TC CSI:0.171 Max BC CSI:0.113 Max Web CSI:0.844 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE02 Ply: 1 Qty:1 Wgt: 289.8 lbs Page 1 of 2 DRW : .../...07/07/2025 SC1 T1 T2 T3 T4 M1B1 B2 B3 B4 W1 M2 M3 M4 M5 M6 M7 M8 M9 M8 M7 M6 M5 M4 M10 M11 M12 M13 M14 M15 30'10"10 3'5"10 1'4" (TYP) 1'6"12 2"2 2"2 1'10"4 1'8"2 6'4"6 4'6"2 14'1"10 7'9"4 30'10"10 16'9" 6'2"10 6'2"10 30'10"10 24'8" 2' (NNL)2'6"5 7"15 10'5"3(a)(a)(a)(b)(b) (b) (b)(b)(a)(a)(a) A B C D E F G H I J K L M N O P Q R S T U V W X YZAAABACADAEAFAGAHAIAJAKALAMANAO AP AQ ARAS 7 12 3X4(C4) 3X4(C4) 3X4(**) 3X4(**) 3X4(**) 5X5(**) 4X4 5X5(**)5X5(**) 5X5(**) 5X7(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau C -AS 152 -155 D -AR 53 -55 F -AO 54 -63 G -AN 61 -76 H -AM 61 -74 I -AL 80 -75 J -AK 59 -84 K -AJ 135 -373 AI- L 59 -84 AH- M 80 -75 AG- N 61 -74 AF- O 60 -74 AE- P 61 -75 AD- Q 59 -73 AC- R 61 -75 AB- S 60 -74 AA- T 61 -75 Z - U 55 -65 Y - V 109 -106 Job Number:30588 Alderman Residence Truss Label:GE02 Ply: 1 Qty:1 Wgt: 289.8 lbs Page 2 of 2 DRW : .../...07/07/2025 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 1.79 TC 24 0.00 16.75 TC 24 16.75 26.64 TC 24 19.29 27.00 TC 24 27.00 33.50 BC 75 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/191. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 10-5-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 199 /-/-/121 /131 /304 AT*84 /-/-/44 /28 /- AU 421 /-/-/242 /136 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) AT Brg W id = 246 Min Req =- AU Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B, AT, & AU Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 51 0 B - C 226 -308 B - D 131 -36 C - D 225 -307 D - E 252 -262 E - F 223 -227 F - G 214 -205 G - H 202 -180 H - I 190 -154 I - J 177 -136 J - K 175 -123 K - L 175 -111 L - M 179 -99 M - N 215 -86 N - O 255 -74 O - P 287 -60 Chords Tens.Comp. P - Q 283 -48 Q - S 300 -68 R - U 325 -464 S - T 157 0 T - V 160 -3 U - W 349 -492 V - X 133 0 W -Y 329 -466 X - Z 115 0 Y -AA 318 -454 Z -AB 67 -9 AA-AB 270 -404 AB-AC 241 -336 AC-AD 255 -471 AD-AE 289 -554 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AS 149 -111 AS-AR 152 -109 AR-AQ 153 -109 AQ-AP 155 -109 AP-AO 156 -108 AO-AN 157 -108 AN-AM 158 -108 AM-AL 158 -108 Chords Tens.Comp. AL-AK 159 -108 AK-AJ 160 -108 AJ-AI 160 -108 AI-AH 161 -108 AH-AG 161 -108 AG- R 161 -108 R -AF 704 -252 AF-AE 352 -126 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AC-AF 205 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.30 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.085 X 999 302 VERT(CL):0.141 X 999 302 HORZ(LL):0.050 X - - HORZ(TL):0.077 X - - Creep Factor: 2.0 Max TC CSI:0.515 Max BC CSI:0.283 Max Web CSI:0.956 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 305.2 lbs Page 1 of 2 DRW : .../...07/07/2025 SC1 T1 T2 T3 T4 T5 M1 M2 B1 B2 B3 W1 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M13 M15 M16 M17 M18 M19 5"8 20'6"12'6"8 2'1" 1'4" (TYP) 2'3" 1'7"11 1'7"11 16'9" 15'1"5 26'8"8 9'11"8 27' 3"8 33'6" 6'6" 27' 27' 33'6" 6'6"1'8" 3'8" (NNL) 1'10'8"15(a)(a)(a)(b)(b) (b) (b)(b)(a) A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA ABAC AD AE AFAGAHAIAJAKALAMANAOAPAQARASAT AU 7 12 4X5(**)6X6(**) 3X4(**) 5X5(**) 5X5(**) 5X5(**) 6X8(**) 3X4(**) 4X5(**) 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 1.79 TC 24 0.00 16.75 TC 24 16.75 26.64 TC 24 19.29 27.00 TC 24 27.00 33.50 BC 75 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/191. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 10-5-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 199 /-/-/121 /131 /304 AT*84 /-/-/44 /28 /- AU 421 /-/-/242 /136 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) AT Brg W id = 246 Min Req =- AU Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B, AT, & AU Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 51 0 B - C 226 -308 B - D 131 -36 C - D 225 -307 D - E 252 -262 E - F 223 -227 F - G 214 -205 G - H 202 -180 H - I 190 -154 I - J 177 -136 J - K 175 -123 K - L 175 -111 L - M 179 -99 M - N 215 -86 N - O 255 -74 O - P 287 -60 Chords Tens.Comp. P - Q 283 -48 Q - S 300 -68 R - U 325 -464 S - T 157 0 T - V 160 -3 U - W 349 -492 V - X 133 0 W -Y 329 -466 X - Z 115 0 Y -AA 318 -454 Z -AB 67 -9 AA-AB 270 -404 AB-AC 241 -336 AC-AD 255 -471 AD-AE 289 -554 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AS 149 -111 AS-AR 152 -109 AR-AQ 153 -109 AQ-AP 155 -109 AP-AO 156 -108 AO-AN 157 -108 AN-AM 158 -108 AM-AL 158 -108 Chords Tens.Comp. AL-AK 159 -108 AK-AJ 160 -108 AJ-AI 160 -108 AI-AH 161 -108 AH-AG 161 -108 AG- R 161 -108 R -AF 704 -252 AF-AE 352 -126 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AC-AF 205 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.30 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.085 X 999 302 VERT(CL):0.141 X 999 302 HORZ(LL):0.050 X - - HORZ(TL):0.077 X - - Creep Factor: 2.0 Max TC CSI:0.515 Max BC CSI:0.283 Max Web CSI:0.956 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 305.2 lbs Page 1 of 2 DRW : .../...07/07/2025 SC1 T1 T2 T3 T4 T5 M1 M2 B1 B2 B3 W1 M3 M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 M14 M13 M15 M16 M17 M18 M19 5"8 20'6"12'6"8 2'1" 1'4" (TYP) 2'3" 1'7"11 1'7"11 16'9" 15'1"5 26'8"8 9'11"8 27' 3"8 33'6" 6'6" 27' 27' 33'6" 6'6"1'8" 3'8" (NNL) 1'10'8"15(a)(a)(a)(b)(b) (b) (b)(b)(a) A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA ABAC AD AE AFAGAHAIAJAKALAMANAOAPAQARASAT AU 7 12 4X5(**)6X6(**) 3X4(**) 5X5(**) 5X5(**) 5X5(**) 6X8(**) 3X4(**) 4X5(**) 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E -AS 78 -87 F -AR 73 -76 G -AQ 72 -74 H -AP 60 -74 I -AO 61 -75 J -AN 59 -75 K -AM 61 -75 L -AL 60 -75 M -AK 61 -76 Gables Tens.Comp. N -AJ 78 -74 O -AI 65 -87 P -AH 36 -231 AG- Q 45 -61 R - S 314 -364 T - U 55 -49 V - W 41 -51 X - Y 22 -23 Z -AA 95 -101 Job Number:30588 Alderman Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 305.2 lbs Page 2 of 2 DRW : .../...07/07/2025 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 TC 24 0.00 6.50 TC 24 6.50 13.00 TC 24 11.00 14.67 BC 120 0.00 13.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/520. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 4-5-7. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*67 /-/-/26 /32 /8 W 221 /-/-/53 /78 /- Wind reactions based on MW FRS B Brg W id = 150 Min Req =- W Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 51 0 B - C 63 -143 B - D 161 -38 C - D 57 -141 D - E 83 -62 E - F 80 -48 F - G 124 -37 G - H 177 -30 Chords Tens.Comp. H - I 182 -30 I - J 134 -27 J - K 83 -30 K - L 45 -24 L - M 19 -128 L - N 161 -38 M - N 38 -128 N - O 51 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 107 -24 V - U 110 -23 U - T 113 -22 T - S 115 -22 Chords Tens.Comp. S - R 115 -22 R - Q 113 -21 Q - P 110 -20 P - N 107 -18 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - V 95 -79 F - U 93 -73 G - T 96 -84 H - S 0 -127 Gables Tens.Comp. R - I 97 -84 Q - J 93 -73 P - K 97 -75 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.31 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 M 999 240 VERT(CL):0.002 B 999 180 HORZ(LL):0.003 N - - HORZ(TL):0.003 N - - Creep Factor: 2.0 Max TC CSI:0.365 Max BC CSI:0.030 Max Web CSI:0.421 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE04 Ply: 1 Qty:1 Wgt: 92.4 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 M1 M1 B1 M2 M3 M4 M5 M4 M3 M2 13' 2'6" 1'4" (TYP) 1'10"4 1'10"4 6'6" 4'7"12 11'1"12 4'7"12 13' 1'10"4 13' 13'1'8"1'8" 3'8" (NNL) 3'8" (NNL)1'4'9"3A B C D E F G H I J K L M N O PQRSTUV W 7 12 4X5(**)6X6(**) 3X4(**) 4X4 3X4(**)4X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 TC 24 0.00 6.50 TC 24 6.50 13.00 TC 24 11.00 14.67 BC 120 0.00 13.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/520. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 4-5-7. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*67 /-/-/26 /32 /8 W 221 /-/-/53 /78 /- Wind reactions based on MW FRS B Brg W id = 150 Min Req =- W Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 51 0 B - C 63 -143 B - D 161 -38 C - D 57 -141 D - E 83 -62 E - F 80 -48 F - G 124 -37 G - H 177 -30 Chords Tens.Comp. H - I 182 -30 I - J 134 -27 J - K 83 -30 K - L 45 -24 L - M 19 -128 L - N 161 -38 M - N 38 -128 N - O 51 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 107 -24 V - U 110 -23 U - T 113 -22 T - S 115 -22 Chords Tens.Comp. S - R 115 -22 R - Q 113 -21 Q - P 110 -20 P - N 107 -18 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - V 95 -79 F - U 93 -73 G - T 96 -84 H - S 0 -127 Gables Tens.Comp. R - I 97 -84 Q - J 93 -73 P - K 97 -75 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.31 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 M 999 240 VERT(CL):0.002 B 999 180 HORZ(LL):0.003 N - - HORZ(TL):0.003 N - - Creep Factor: 2.0 Max TC CSI:0.365 Max BC CSI:0.030 Max Web CSI:0.421 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE04 Ply: 1 Qty:1 Wgt: 92.4 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 M1 M1 B1 M2 M3 M4 M5 M4 M3 M2 13' 2'6" 1'4" (TYP) 1'10"4 1'10"4 6'6" 4'7"12 11'1"12 4'7"12 13' 1'10"4 13' 13'1'8"1'8" 3'8" (NNL) 3'8" (NNL)1'4'9"3A B C D E F G H I J K L M N O PQRSTUV W 7 12 4X5(**)6X6(**) 3X4(**) 4X4 3X4(**)4X5(**) 6X6(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 TC 24 0.00 8.50 TC 24 8.50 17.00 TC 24 15.00 18.67 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/290. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 5-2-7. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*78 /-/-/29 /36 /7 Wind reactions based on MW FRS P Brg W id = 204 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 36 -117 B - D 132 -39 C - D 36 -117 D - E 68 -54 E - F 96 -43 F - G 133 -36 G - H 181 -34 H - I 230 -37 Chords Tens.Comp. I - J 230 -37 J - K 181 -34 K - L 133 -36 L - M 96 -43 M - N 68 -54 N - O 36 -117 N - P 132 -39 O - P 36 -117 P - Q 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 125 -38 Z - Y 130 -41 Y - X 132 -41 X - W 134 -42 W -V 135 -42 Chords Tens.Comp. V - U 135 -42 U - T 134 -42 T - S 132 -41 S - R 130 -41 R - P 125 -38 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - Z 149 -111 F - Y 79 -62 G - X 92 -74 H - W 92 -83 I - V 0 -154 Gables Tens.Comp. U - J 92 -83 T - K 92 -74 S - L 79 -62 R - M 149 -111 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.69 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.005 N 999 272 VERT(CL):0.004 N 999 272 HORZ(LL):0.004 N - - HORZ(TL):0.005 N - - Creep Factor: 2.0 Max TC CSI:0.372 Max BC CSI:0.090 Max Web CSI:0.672 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE05 Ply: 1 Qty:1 Wgt: 119.0 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 M1 M1 B1 B1 M2 M3 M4 M5 M6 M5 M4 M3 M2 17' 3'2"1'4" (TYP) 1'10"5 1'10"5 8'6" 6'7"11 15'1"11 6'7"11 17' 1'10"5 17' 17'1'8"1'8" 3'8" (NNL) 3'8" (NNL) 11"2 5'6"1A B C D E F G H I J K L M N O P Q RSTUVWXYZ 6.5 12 6X10(**) 3X4(**) 4X4 5X5(**) 3X4(**)6X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 TC 24 0.00 8.50 TC 24 8.50 17.00 TC 24 15.00 18.67 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/290. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 5-2-7. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*78 /-/-/29 /36 /7 Wind reactions based on MW FRS P Brg W id = 204 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 39 0 B - C 36 -117 B - D 132 -39 C - D 36 -117 D - E 68 -54 E - F 96 -43 F - G 133 -36 G - H 181 -34 H - I 230 -37 Chords Tens.Comp. I - J 230 -37 J - K 181 -34 K - L 133 -36 L - M 96 -43 M - N 68 -54 N - O 36 -117 N - P 132 -39 O - P 36 -117 P - Q 39 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 125 -38 Z - Y 130 -41 Y - X 132 -41 X - W 134 -42 W -V 135 -42 Chords Tens.Comp. V - U 135 -42 U - T 134 -42 T - S 132 -41 S - R 130 -41 R - P 125 -38 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - Z 149 -111 F - Y 79 -62 G - X 92 -74 H - W 92 -83 I - V 0 -154 Gables Tens.Comp. U - J 92 -83 T - K 92 -74 S - L 79 -62 R - M 149 -111 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.69 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.005 N 999 272 VERT(CL):0.004 N 999 272 HORZ(LL):0.004 N - - HORZ(TL):0.005 N - - Creep Factor: 2.0 Max TC CSI:0.372 Max BC CSI:0.090 Max Web CSI:0.672 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE05 Ply: 1 Qty:1 Wgt: 119.0 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 M1 M1 B1 B1 M2 M3 M4 M5 M6 M5 M4 M3 M2 17' 3'2"1'4" (TYP) 1'10"5 1'10"5 8'6" 6'7"11 15'1"11 6'7"11 17' 1'10"5 17' 17'1'8"1'8" 3'8" (NNL) 3'8" (NNL) 11"2 5'6"1A B C D E F G H I J K L M N O P Q RSTUVWXYZ 6.5 12 6X10(**) 3X4(**) 4X4 5X5(**) 3X4(**)6X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.16 TC 24 0.44 7.58 TC 24 7.58 14.72 TC 24 13.01 16.83 BC 120 0.00 15.17 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/310. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 6-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 623 /-/-/255 /159 /188 N 623 /-/-/255 /159 /- Wind reactions based on MW FRS B Brg W id = 6.0 Min Req =1.5 (Truss) N Brg W id = 6.0 Min Req =1.5 (Truss) Bearings B & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 0 B - C 284 -564 C - D 203 -463 D - E 254 -494 E - F 303 -465 F - G 353 -438 G - H 426 -430 Chords Tens.Comp. H - I 425 -430 I - J 353 -438 J - K 302 -465 K - L 253 -494 L - M 203 -463 M - N 284 -563 N - O 67 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 357 -11 X - W 352 -9 W -V 351 -8 V - U 350 -7 U - T 348 -7 Chords Tens.Comp. T - S 348 -7 S - R 350 -6 R - Q 351 -6 Q - P 352 -6 P - N 357 -4 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - X 70 -62 E - W 72 -35 F - V 71 -38 G - U 100 -67 H - T 342 -368 Gables Tens.Comp. S - I 100 -67 R - J 71 -38 Q - K 72 -35 P - L 70 -62 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 7-22 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 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 8th Ed. 2023 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):0.114 W 999 240 VERT(CL):0.185 Q 950 234 HORZ(LL):-0.087 K - - HORZ(TL):0.138 E - - Creep Factor: 2.0 Max TC CSI:0.288 Max BC CSI:0.546 Max Web CSI:0.481 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE07 Ply: 1 Qty:1 Wgt: 112.0 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 B1 M1 M2 M3 M4 M5 M4 M3 M2 M1 15'2" 2'3" 1'4" (TYP) 3"10 3"10 1'9"12 1'6"3 7'7" 5'9"4 13'4"4 5'9"4 14'10"6 1'6"3 15'2" 3"10 15'2" 15'2"1'8"1'8" 3'8" (NNL) 3'8" (NNL) 5"1 7'8"8(a) A B CD E F G H I J K L M N OPQRSTUVWX 10 12 3X4(C3) 3X4(C3) 3X4(**) 4X4 3X4(**) 3X4(C3)3X4(C3) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.16 TC 24 0.44 7.58 TC 24 7.58 14.72 TC 24 13.01 16.83 BC 120 0.00 15.17 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/310. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 6-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 623 /-/-/255 /159 /188 N 623 /-/-/255 /159 /- Wind reactions based on MW FRS B Brg W id = 6.0 Min Req =1.5 (Truss) N Brg W id = 6.0 Min Req =1.5 (Truss) Bearings B & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 0 B - C 284 -564 C - D 203 -463 D - E 254 -494 E - F 303 -465 F - G 353 -438 G - H 426 -430 Chords Tens.Comp. H - I 425 -430 I - J 353 -438 J - K 302 -465 K - L 253 -494 L - M 203 -463 M - N 284 -563 N - O 67 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 357 -11 X - W 352 -9 W -V 351 -8 V - U 350 -7 U - T 348 -7 Chords Tens.Comp. T - S 348 -7 S - R 350 -6 R - Q 351 -6 Q - P 352 -6 P - N 357 -4 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - X 70 -62 E - W 72 -35 F - V 71 -38 G - U 100 -67 H - T 342 -368 Gables Tens.Comp. S - I 100 -67 R - J 71 -38 Q - K 72 -35 P - L 70 -62 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 7-22 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 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 8th Ed. 2023 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):0.114 W 999 240 VERT(CL):0.185 Q 950 234 HORZ(LL):-0.087 K - - HORZ(TL):0.138 E - - Creep Factor: 2.0 Max TC CSI:0.288 Max BC CSI:0.546 Max Web CSI:0.481 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE07 Ply: 1 Qty:1 Wgt: 112.0 lbs DRW : .../...07/07/2025 SC1 T1 T1 SC2 B1 M1 M2 M3 M4 M5 M4 M3 M2 M1 15'2" 2'3" 1'4" (TYP) 3"10 3"10 1'9"12 1'6"3 7'7" 5'9"4 13'4"4 5'9"4 14'10"6 1'6"3 15'2" 3"10 15'2" 15'2"1'8"1'8" 3'8" (NNL) 3'8" (NNL) 5"1 7'8"8(a) A B CD E F G H I J K L M N OPQRSTUVWX 10 12 3X4(C3) 3X4(C3) 3X4(**) 4X4 3X4(**) 3X4(C3)3X4(C3) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; T1 2x4 SP 2400f-2.0E; T2 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; W2 2x6 SP #2; Stack Chord: SC1 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 13 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.46 TC 24 1.86 22.22 TC 24 22.22 28.33 TC 24 28.33 40.00 TC 24 38.00 41.67 BC 75 1.92 16.81 BC 6 16.81 17.33 BC 120 17.33 28.33 BC 120 28.33 39.33 BC 8 39.33 40.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/580. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 9-9-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL BJ*73 /-/-/27 /23 /16 BB 19 /-5 /-/73 /84 /- AZ*73 /-/-/56 /12 /- AQ*59 /-/-/57 /40 /- AH 247 /-/-/52 /57 /- Wind reactions based on MW FRS BJ Brg W id = 199 Min Req =- BB Brg W id = 8.0 Min Req =1.5 (Truss) AZ Brg W id = 131 Min Req =- AQ Brg W id = 131 Min Req =- AH Brg W id = 8.0 Min Req =1.5 (Truss) Bearings BJ, BB, AZ, AQ, & AH are a rigid surface. Bearing BB requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 257 -320 A - B 44 0 B - C 483 -442 C - D 211 -211 D - E 206 -200 E - F 213 -195 F - G 216 -193 G - H 220 -191 H - I 223 -189 I - J 227 -187 J - K 228 -184 K - L 242 -193 L - M 247 -193 M - N 250 -190 N - O 251 -186 O - P 264 -193 P - Q 278 -197 Chords Tens.Comp. Q - R 327 -224 R - S 377 -199 S - T 440 -183 T - U 500 -163 U - V 500 -142 V - W 441 -116 W -X 377 -92 X - Y 319 -70 Y - Z 262 -48 Z -AA 204 -35 AA-AB 147 -42 AB-AC 96 -17 AC-AD 15 -47 AC-AE 143 -55 AD-AE 23 -62 AE-AF 68 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BI 227 -187 BI-BH 63 -50 BH-BG 63 -50 BG-BF 63 -50 BF-BE 63 -50 BE-BD 63 -50 BD-BC 63 -50 Chords Tens.Comp. AU-AT 79 -58 AT-AS 83 -57 AS-AR 89 -57 AR-AQ 93 -56 AQ-AP 93 -56 AP-AO 89 -53 AO-AN 84 -49 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.73 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 ft 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 8th Ed. 2023 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 C 999 240 VERT(CL):0.023 C 999 238 HORZ(LL):0.018 AE - - HORZ(TL):0.023 AE - - Creep Factor: 2.0 Max TC CSI:0.606 Max BC CSI:0.392 Max Web CSI:0.333 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE08 Ply: 1 Qty:1 Wgt: 270.9 lbs Page 1 of 2 DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 SC1 B1 B2 B3 B4 B5 B5 B4 B3 W1 W2 M1 M2 M3 M4 M5 M6 M7 M8 M9M10 M11 M12 M13 M14 M15 M16 M15 M14 M13 M12 M17 M18 M19 M20 17'4"11'11'8"SEAT PLATE REQ. 8'4"1'4" (TYP) 5"12 9"4 1'2"6 1'2"6 2'5"3 1'2"12 16'9"12 14'4"9 22'2"11 5'4"15 28'4" 6'1"5 38'2"4 9'10"4 40' 1'9"12 16'8" 16'8" 17'4" 8" 28'4" 11' 39'4" 11' 40' 8"1'8" 1'8" 3'8" (NNL) 1'1" 4"1 1'6"1 11'1"5A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AGAH AIAJ AK ALAM AN AO APAQAR AS AT AU AV AW AX AYAZ BABB BC BDBEBFBGBHBIBJ 2.5 12 10 12 7 12 5X7(**)3X4(**) 5X5(**) 5X5(**) 3X4(**)4X8(++) 5X7(**) 3X8(**) 5X5(**) 5X5(**) 5X5(**) 5X5(**) 3X4(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; T1 2x4 SP 2400f-2.0E; T2 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; W2 2x6 SP #2; Stack Chord: SC1 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (**) 13 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.46 TC 24 1.86 22.22 TC 24 22.22 28.33 TC 24 28.33 40.00 TC 24 38.00 41.67 BC 75 1.92 16.81 BC 6 16.81 17.33 BC 120 17.33 28.33 BC 120 28.33 39.33 BC 8 39.33 40.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/580. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 9-9-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL BJ*73 /-/-/27 /23 /16 BB 19 /-5 /-/73 /84 /- AZ*73 /-/-/56 /12 /- AQ*59 /-/-/57 /40 /- AH 247 /-/-/52 /57 /- Wind reactions based on MW FRS BJ Brg W id = 199 Min Req =- BB Brg W id = 8.0 Min Req =1.5 (Truss) AZ Brg W id = 131 Min Req =- AQ Brg W id = 131 Min Req =- AH Brg W id = 8.0 Min Req =1.5 (Truss) Bearings BJ, BB, AZ, AQ, & AH are a rigid surface. Bearing BB requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 257 -320 A - B 44 0 B - C 483 -442 C - D 211 -211 D - E 206 -200 E - F 213 -195 F - G 216 -193 G - H 220 -191 H - I 223 -189 I - J 227 -187 J - K 228 -184 K - L 242 -193 L - M 247 -193 M - N 250 -190 N - O 251 -186 O - P 264 -193 P - Q 278 -197 Chords Tens.Comp. Q - R 327 -224 R - S 377 -199 S - T 440 -183 T - U 500 -163 U - V 500 -142 V - W 441 -116 W -X 377 -92 X - Y 319 -70 Y - Z 262 -48 Z -AA 204 -35 AA-AB 147 -42 AB-AC 96 -17 AC-AD 15 -47 AC-AE 143 -55 AD-AE 23 -62 AE-AF 68 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BI 227 -187 BI-BH 63 -50 BH-BG 63 -50 BG-BF 63 -50 BF-BE 63 -50 BE-BD 63 -50 BD-BC 63 -50 Chords Tens.Comp. AU-AT 79 -58 AT-AS 83 -57 AS-AR 89 -57 AR-AQ 93 -56 AQ-AP 93 -56 AP-AO 89 -53 AO-AN 84 -49 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.73 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 ft 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 8th Ed. 2023 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 C 999 240 VERT(CL):0.023 C 999 238 HORZ(LL):0.018 AE - - HORZ(TL):0.023 AE - - Creep Factor: 2.0 Max TC CSI:0.606 Max BC CSI:0.392 Max Web CSI:0.333 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE08 Ply: 1 Qty:1 Wgt: 270.9 lbs Page 1 of 2 DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 SC1 B1 B2 B3 B4 B5 B5 B4 B3 W1 W2 M1 M2 M3 M4 M5 M6 M7 M8 M9M10 M11 M12 M13 M14 M15 M16 M15 M14 M13 M12 M17 M18 M19 M20 17'4"11'11'8"SEAT PLATE REQ. 8'4"1'4" (TYP) 5"12 9"4 1'2"6 1'2"6 2'5"3 1'2"12 16'9"12 14'4"9 22'2"11 5'4"15 28'4" 6'1"5 38'2"4 9'10"4 40' 1'9"12 16'8" 16'8" 17'4" 8" 28'4" 11' 39'4" 11' 40' 8"1'8" 1'8" 3'8" (NNL) 1'1" 4"1 1'6"1 11'1"5A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AF AGAH AIAJ AK ALAM AN AO APAQAR AS AT AU AV AW AX AYAZ BABB BC BDBEBFBGBHBIBJ 2.5 12 10 12 7 12 5X7(**)3X4(**) 5X5(**) 5X5(**) 3X4(**)4X8(++) 5X7(**) 3X8(**) 5X5(**) 5X5(**) 5X5(**) 5X5(**) 3X4(**) 4X5(++) 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau BC-BA 63 -50 BB-AZ 50 -39 AZ-AY 60 -46 AY-AX 62 -50 AX-AW 61 -50 AW-AV 63 -50 AV-AU 68 -53 AN-AM 78 -45 AM-AL 72 -40 AL-AK 65 -35 AK-AJ 57 -28 AJ-AI 48 -19 AI-AH 43 -15 AH-AG 36 -13 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K -BA 31 -36 BA-BB 61 -45 Webs Tens.Comp. AE-AG 129 -234 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D -BI 271 -226 E -BH 43 -59 F -BG 79 -78 G -BF 70 -71 H -BE 73 -73 I -BD 74 -74 J -BC 50 -48 L -AY 61 -57 M -AX 73 -74 N -AW 59 -72 O -AV 142 -74 Q -AU 150 -70 Gables Tens.Comp. R -AT 69 -78 S -AS 91 -73 T -AR 82 -87 U -AQ 169 -587 AP- V 82 -87 AO- W 90 -73 AN- X 83 -75 AM- Y 81 -73 AL- Z 82 -74 AK-AA 84 -75 AJ-AB 74 -74 AI-AD 28 -15 Job Number:30588 Alderman Residence Truss Label:GE08 Ply: 1 Qty:1 Wgt: 270.9 lbs Page 2 of 2 DRW : .../...07/07/2025 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.64 TC 24 1.92 3.54 BC 39 0.29 3.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 0-10-3. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 255 /-/-/68 /129 /40 E 70 /-/-/41 /23 /- Wind reactions based on MW FRS F Brg W id = 6.0 Min Req =1.5 (Truss) E Brg W id = 1.5 Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 86 -127 Chords Tens.Comp. C - D 6 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 20 -33 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - E 129 -49 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 7-22 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 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 8th Ed. 2023 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):0.003 B 999 240 VERT(CL):0.007 B 999 180 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.651 Max BC CSI:0.095 Max Web CSI:0.026 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE09 Ply: 1 Qty:1 Wgt: 18.9 lbs DRW : .../...07/07/2025 SC1 T1 B1 W1 1'2"6 1'2"6 2'5"5 1'2"14 3'6"8 1'1"3 3'6"8 3'6"81'8" 4"1 9"61'1"13A B C D EF 2.5 12 3X8(**)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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.64 TC 24 1.92 3.54 BC 39 0.29 3.54 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 0-10-3. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 255 /-/-/68 /129 /40 E 70 /-/-/41 /23 /- Wind reactions based on MW FRS F Brg W id = 6.0 Min Req =1.5 (Truss) E Brg W id = 1.5 Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 86 -127 Chords Tens.Comp. C - D 6 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 20 -33 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - E 129 -49 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 7-22 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 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 8th Ed. 2023 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):0.003 B 999 240 VERT(CL):0.007 B 999 180 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.651 Max BC CSI:0.095 Max Web CSI:0.026 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE09 Ply: 1 Qty:1 Wgt: 18.9 lbs DRW : .../...07/07/2025 SC1 T1 B1 W1 1'2"6 1'2"6 2'5"5 1'2"14 3'6"8 1'1"3 3'6"8 3'6"81'8" 4"1 9"61'1"13A B C D EF 2.5 12 3X8(**)3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.21 TC 24 1.60 3.33 BC 37 0.29 3.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 0-10-8. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*94 /-/-/30 /35 /13 Wind reactions based on MW FRS F Brg W id = 40.0 Min Req =- Bearing F is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 94 -149 Chords Tens.Comp. C - D 0 -15 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 142 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - E 116 -43 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 7-22 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 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 8th Ed. 2023 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):0.004 B 999 240 VERT(CL):0.005 B 999 180 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.576 Max BC CSI:0.083 Max Web CSI:0.024 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE10 Ply: 1 Qty:1 Wgt: 17.5 lbs DRW : .../...07/07/2025 SC1 T1 B1 W1 3'4" 1' 1' 1'11"2 11"2 3'4" 1'4"14 3'4" 3'4"1'8" 4"2 10"81'3"A B C D EF 3 12 3X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.21 TC 24 1.60 3.33 BC 37 0.29 3.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 0-10-8. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*94 /-/-/30 /35 /13 Wind reactions based on MW FRS F Brg W id = 40.0 Min Req =- Bearing F is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 94 -149 Chords Tens.Comp. C - D 0 -15 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 142 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - E 116 -43 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 7-22 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 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 8th Ed. 2023 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):0.004 B 999 240 VERT(CL):0.005 B 999 180 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.576 Max BC CSI:0.083 Max Web CSI:0.024 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE10 Ply: 1 Qty:1 Wgt: 17.5 lbs DRW : .../...07/07/2025 SC1 T1 B1 W1 3'4" 1' 1' 1'11"2 11"2 3'4" 1'4"14 3'4" 3'4"1'8" 4"2 10"81'3"A B C D EF 3 12 3X8(**) 3X4 3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 BC 22 0.15 2.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 is 0-10-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*113 /-/-/33 /49 /18 Wind reactions based on MW FRS E Brg W id = 24.0 Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 10 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 128 -6 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - D 48 -20 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 7-22 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 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 8th Ed. 2023 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):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.486 Max BC CSI:0.083 Max Web CSI:0.008 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE11 Ply: 1 Qty:1 Wgt: 10.5 lbs DRW : .../...07/07/2025 T1 B1 M1 2' SEAT PLATE REQ. 1'9"4 1'9"4 2' 2"12 1'6"4 1'6"4 2' 5"121'8" 4"2 10"21'2"10A B C DE 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 BC 22 0.15 2.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 is 0-10-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*113 /-/-/33 /49 /18 Wind reactions based on MW FRS E Brg W id = 24.0 Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 10 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 128 -6 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - D 48 -20 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 7-22 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 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 8th Ed. 2023 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):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.486 Max BC CSI:0.083 Max Web CSI:0.008 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE11 Ply: 1 Qty:1 Wgt: 10.5 lbs DRW : .../...07/07/2025 T1 B1 M1 2' SEAT PLATE REQ. 1'9"4 1'9"4 2' 2"12 1'6"4 1'6"4 2' 5"121'8" 4"2 10"21'2"10A B C DE 3 12 3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 1.96 TC 24 1.60 20.67 BC 120 1.60 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/401. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. The overall height of this truss excluding overhang is 5-2-8. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z*70 /-/-/26 /23 /11 Q 77 /-/-/32 /24 /- O 62 /-/-/24 /23 /- Wind reactions based on MW FRS Z Brg W id = 220 Min Req =- Q Brg W id = 8.0 Min Req =1.5 (Truss) O Brg W id = -Min Req =- Bearings Z & Q are a rigid surface. Bearings Z & Q require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 119 -213 A - B 48 0 B - C 187 -328 C - D 16 -253 D - E 0 -195 E - F 4 -183 F - G 4 -162 Chords Tens.Comp. G - H 5 -141 H - I 6 -119 I - J 6 -98 J - K 7 -79 K - L 8 -63 L - M 5 -36 M - N 10 -15 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 12 -14 Y - X 7 -8 X - W 7 -8 W -V 6 -6 V - U 5 -5 U - T 4 -4 Chords Tens.Comp. T - S 3 -3 S - R 2 -3 R - Q 2 -2 Q - P 2 -2 P - O 0 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - Y 238 -193 E - X 52 -27 F - W 82 -74 G - V 80 -73 H - U 79 -72 I - T 80 -72 Gables Tens.Comp. J - S 80 -72 K - R 75 -72 L - Q 102 -91 M - P 79 -56 N - O 51 -41 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 7-22 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 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 8th Ed. 2023 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):0.010 C 999 262 VERT(CL):0.014 C 999 262 HORZ(LL):0.009 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.176 Max Web CSI:0.670 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE12 Ply: 1 Qty:1 Wgt: 119.0 lbs DRW : .../...07/07/2025 T1 T2 T3 B1 B2 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 18'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 7'4" 1'4" (TYP) 1'2"4 1' 1' 1'11"2 11"2 20'8" 18'8"14 20'8" 20'8"1'8" 4"2 5'2"85'7"A B C D E F G H I J K L M N OP QRSTUVWXY Z 3 12 3X8(R)3X4(**) 5X5(**) 5X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 1.96 TC 24 1.60 20.67 BC 120 1.60 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/401. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. The overall height of this truss excluding overhang is 5-2-8. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z*70 /-/-/26 /23 /11 Q 77 /-/-/32 /24 /- O 62 /-/-/24 /23 /- Wind reactions based on MW FRS Z Brg W id = 220 Min Req =- Q Brg W id = 8.0 Min Req =1.5 (Truss) O Brg W id = -Min Req =- Bearings Z & Q are a rigid surface. Bearings Z & Q require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 119 -213 A - B 48 0 B - C 187 -328 C - D 16 -253 D - E 0 -195 E - F 4 -183 F - G 4 -162 Chords Tens.Comp. G - H 5 -141 H - I 6 -119 I - J 6 -98 J - K 7 -79 K - L 8 -63 L - M 5 -36 M - N 10 -15 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 12 -14 Y - X 7 -8 X - W 7 -8 W -V 6 -6 V - U 5 -5 U - T 4 -4 Chords Tens.Comp. T - S 3 -3 S - R 2 -3 R - Q 2 -2 Q - P 2 -2 P - O 0 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - Y 238 -193 E - X 52 -27 F - W 82 -74 G - V 80 -73 H - U 79 -72 I - T 80 -72 Gables Tens.Comp. J - S 80 -72 K - R 75 -72 L - Q 102 -91 M - P 79 -56 N - O 51 -41 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 7-22 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 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 8th Ed. 2023 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):0.010 C 999 262 VERT(CL):0.014 C 999 262 HORZ(LL):0.009 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.176 Max Web CSI:0.670 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE12 Ply: 1 Qty:1 Wgt: 119.0 lbs DRW : .../...07/07/2025 T1 T2 T3 B1 B2 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 18'8"2' SEAT PLATE REQ.SEAT PLATE REQ. 7'4" 1'4" (TYP) 1'2"4 1' 1' 1'11"2 11"2 20'8" 18'8"14 20'8" 20'8"1'8" 4"2 5'2"85'7"A B C D E F G H I J K L M N OP QRSTUVWXY Z 3 12 3X8(R)3X4(**) 5X5(**) 5X5(**) 3X4(**) 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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. (**) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 TC 24 0.44 12.17 TC 24 12.17 23.89 TC 24 22.33 24.33 BC 75 0.00 24.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/222. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 10-2-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 293 /-/-/177 /87 /324 AI*66 /-/-/34 /24 /- Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) AI Brg W id = 284 Min Req =- Bearings B & AI are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 0 B - C 328 -521 C - D 199 -315 D - E 160 -272 E - F 140 -206 F - G 115 -169 G - H 91 -132 H - I 66 -95 I - J 68 -79 J - K 88 -80 Chords Tens.Comp. K - L 88 -80 L - M 68 -67 M - N 35 -72 N - O 60 -101 O - P 84 -144 P - Q 109 -207 Q - R 129 -264 R - S 164 -335 S - T 160 -354 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 312 -150 AH-AG 314 -150 AG-AF 317 -150 AF-AE 319 -150 AE-AD 320 -149 AD-AC 322 -149 AC-AB 323 -149 AB-AA 323 -149 Chords Tens.Comp. AA- Z 323 -148 Z - Y 322 -147 Y - X 320 -147 X - W 319 -146 W -V 317 -145 V - U 315 -143 U - T 310 -140 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D -AH 70 -89 E -AG 91 -74 F -AF 85 -77 G -AE 83 -75 H -AD 86 -77 I -AC 108 -73 J -AB 42 -98 Gables Tens.Comp. AA- L 17 -98 Z - M 108 -74 Y - N 86 -77 X - O 83 -75 W -P 86 -78 V - Q 77 -62 U - R 110 -130 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 7-22 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 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 8th Ed. 2023 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):0.009 K 999 339 VERT(CL):0.010 K 999 339 HORZ(LL):0.013 M - - HORZ(TL):0.014 M - - Creep Factor: 2.0 Max TC CSI:0.359 Max BC CSI:0.152 Max Web CSI:0.756 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE13 Ply: 1 Qty:1 Wgt: 218.4 lbs DRW : .../...07/07/2025 SC1 T1 T2 T2 T1 SC2 B1 B2 B1 M1 M2 M3 M4 M5 M6 M7 M7 M6 M5 M4 M3 M2 M1 24'4" 2'10" 1'4" (TYP) 3"10 3"10 1'9"12 1'6"3 12'2" 10'4"4 22'6"4 10'4"4 24'0"6 1'6"3 24'4" 3"10 24'4" 24'4"1'8" 3'8" (NNL) 2' (NNL) 5"1 11'6"5(a)(a) (b)(b) (a)(a) A B C D E F G H I J K L M N O P Q R S T UVWXYZAAABACADAEAFAGAHAI 10 12 3X4(C3) 3X4(C3) 3X4(**) 5X5(**) 5X5(**) 3X4(**) 5X5(**) 5X5(**) 3X4(**) 3X4(C3) 3X4(C3) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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. (**) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 2.00 TC 24 0.44 12.17 TC 24 12.17 23.89 TC 24 22.33 24.33 BC 75 0.00 24.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/222. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80% length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4" oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced with sheathing and the wind pressures shall be transferred into lateral diaphragms. Connections and designs for diaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. The overall height of this truss excluding overhang is 10-2-3. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 293 /-/-/177 /87 /324 AI*66 /-/-/34 /24 /- Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) AI Brg W id = 284 Min Req =- Bearings B & AI are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 0 B - C 328 -521 C - D 199 -315 D - E 160 -272 E - F 140 -206 F - G 115 -169 G - H 91 -132 H - I 66 -95 I - J 68 -79 J - K 88 -80 Chords Tens.Comp. K - L 88 -80 L - M 68 -67 M - N 35 -72 N - O 60 -101 O - P 84 -144 P - Q 109 -207 Q - R 129 -264 R - S 164 -335 S - T 160 -354 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AH 312 -150 AH-AG 314 -150 AG-AF 317 -150 AF-AE 319 -150 AE-AD 320 -149 AD-AC 322 -149 AC-AB 323 -149 AB-AA 323 -149 Chords Tens.Comp. AA- Z 323 -148 Z - Y 322 -147 Y - X 320 -147 X - W 319 -146 W -V 317 -145 V - U 315 -143 U - T 310 -140 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D -AH 70 -89 E -AG 91 -74 F -AF 85 -77 G -AE 83 -75 H -AD 86 -77 I -AC 108 -73 J -AB 42 -98 Gables Tens.Comp. AA- L 17 -98 Z - M 108 -74 Y - N 86 -77 X - O 83 -75 W -P 86 -78 V - Q 77 -62 U - R 110 -130 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 7-22 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 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 8th Ed. 2023 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):0.009 K 999 339 VERT(CL):0.010 K 999 339 HORZ(LL):0.013 M - - HORZ(TL):0.014 M - - Creep Factor: 2.0 Max TC CSI:0.359 Max BC CSI:0.152 Max Web CSI:0.756 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:GE13 Ply: 1 Qty:1 Wgt: 218.4 lbs DRW : .../...07/07/2025 SC1 T1 T2 T2 T1 SC2 B1 B2 B1 M1 M2 M3 M4 M5 M6 M7 M7 M6 M5 M4 M3 M2 M1 24'4" 2'10" 1'4" (TYP) 3"10 3"10 1'9"12 1'6"3 12'2" 10'4"4 22'6"4 10'4"4 24'0"6 1'6"3 24'4" 3"10 24'4" 24'4"1'8" 3'8" (NNL) 2' (NNL) 5"1 11'6"5(a)(a) (b)(b) (a)(a) A B C D E F G H I J K L M N O P Q R S T UVWXYZAAABACADAEAFAGAHAI 10 12 3X4(C3) 3X4(C3) 3X4(**) 5X5(**) 5X5(**) 3X4(**) 5X5(**) 5X5(**) 3X4(**) 3X4(C3) 3X4(C3) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; Bot chord: 2x4 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.36 to 54 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.77 BC: From 0 plf at -2.36 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 4.29 BC: From 2 plf at 4.29 to 2 plf at 9.77 TC: 96 lb Conc. Load at 4.29 TC: 209 lb Conc. Load at 7.12 BC: 67 lb Conc. Load at 4.29 BC: 128 lb Conc. Load at 7.12 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 -2.36 9.77 BC 75 0.15 9.77 Apply purlins to any chords above or below fillers at 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 is 2-0-13. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 308 /-/-/-/59 /- D 142 /-/-/3 /-/- C 191 /-/-/-/74 /- Wind reactions based on MW FRS E Brg W id = 10.6 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 -6 Chords Tens.Comp. B - C 33 -23 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 7-22 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 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 8th Ed. 2023 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):0.037 B - - HORZ(TL):0.053 B - - Creep Factor: 2.0 Max TC CSI:0.698 Max BC CSI:0.508 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:HJ07 Ply: 1 Qty:1 Wgt: 33.6 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 9'9"5 9'9"52'4"5 4"2 2'0"132'5"5A B C DE 2.12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; Bot chord: 2x4 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.36 to 54 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.77 BC: From 0 plf at -2.36 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 4.29 BC: From 2 plf at 4.29 to 2 plf at 9.77 TC: 96 lb Conc. Load at 4.29 TC: 209 lb Conc. Load at 7.12 BC: 67 lb Conc. Load at 4.29 BC: 128 lb Conc. Load at 7.12 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 -2.36 9.77 BC 75 0.15 9.77 Apply purlins to any chords above or below fillers at 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 is 2-0-13. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 308 /-/-/-/59 /- D 142 /-/-/3 /-/- C 191 /-/-/-/74 /- Wind reactions based on MW FRS E Brg W id = 10.6 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 -6 Chords Tens.Comp. B - C 33 -23 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 7-22 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 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 8th Ed. 2023 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):0.037 B - - HORZ(TL):0.053 B - - Creep Factor: 2.0 Max TC CSI:0.698 Max BC CSI:0.508 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:HJ07 Ply: 1 Qty:1 Wgt: 33.6 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 9'9"5 9'9"52'4"5 4"2 2'0"132'5"5A B C DE 2.12 12 3X4(A1) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.42 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.77 BC: From 0 plf at -2.42 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.77 TC: -17 lb Conc. Load at 1.46 TC: 112 lb Conc. Load at 4.29 TC: 246 lb Conc. Load at 7.12 BC: 30 lb Conc. Load at 1.46 BC: 90 lb Conc. Load at 4.29 BC: 150 lb Conc. Load at 7.12 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -2.42 9.77 BC 117 0.00 9.77 Apply purlins to any chords above or below fillers at 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 WARNING!Mid-panel deflections excessive Truss has vertical deflection of 0.22" due to live load and 0.22" due to dead load. Creep increase factor for dead load is 2.00. The overall height of this truss excluding overhang is 4-8-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 329 /-/-/-/27 /- F 323 /-/-/26 /-/- E 70 /-/-/-/21 /- Wind reactions based on MW FRS B Brg W id = 7.0 Min Req =1.5 (Support) F Brg W id = 1.5 Min Req =- E Brg W id = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 22 -14 B - C 72 -302 Chords Tens.Comp. C - D 21 -313 D - E 25 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 298 -14 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 16 -349 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.41 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.025 C 999 240 VERT(CL):0.031 C 999 180 HORZ(LL):0.019 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.491 Max BC CSI:0.526 Max Web CSI:0.185 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:HJ07Z Ply: 1 Qty:1 Wgt: 44.8 lbs DRW : .../...07/07/2025 T1 M1 B1 W1 5'5"6 5'5"6 9'9"5 4'3"15 9'6"8 9'6"8 9'9"5 2"122'5"1 11"2 4'8"14'11"13A B C D E FG 4.6 12 3X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -2.42 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.77 BC: From 0 plf at -2.42 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.77 TC: -17 lb Conc. Load at 1.46 TC: 112 lb Conc. Load at 4.29 TC: 246 lb Conc. Load at 7.12 BC: 30 lb Conc. Load at 1.46 BC: 90 lb Conc. Load at 4.29 BC: 150 lb Conc. Load at 7.12 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -2.42 9.77 BC 117 0.00 9.77 Apply purlins to any chords above or below fillers at 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 WARNING!Mid-panel deflections excessive Truss has vertical deflection of 0.22" due to live load and 0.22" due to dead load. Creep increase factor for dead load is 2.00. The overall height of this truss excluding overhang is 4-8-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 329 /-/-/-/27 /- F 323 /-/-/26 /-/- E 70 /-/-/-/21 /- Wind reactions based on MW FRS B Brg W id = 7.0 Min Req =1.5 (Support) F Brg W id = 1.5 Min Req =- E Brg W id = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 22 -14 B - C 72 -302 Chords Tens.Comp. C - D 21 -313 D - E 25 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 298 -14 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 16 -349 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.41 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.025 C 999 240 VERT(CL):0.031 C 999 180 HORZ(LL):0.019 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.491 Max BC CSI:0.526 Max Web CSI:0.185 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:HJ07Z Ply: 1 Qty:1 Wgt: 44.8 lbs DRW : .../...07/07/2025 T1 M1 B1 W1 5'5"6 5'5"6 9'9"5 4'3"15 9'6"8 9'6"8 9'9"5 2"122'5"1 11"2 4'8"14'11"13A B C D E FG 4.6 12 3X8(**) 3X4 3X4 3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 1-5-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 218 /-/-/39 /130 /- D 15 /-/-/5 /-/- C -/-56 /-/71 /0 /56 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 282 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 566 -213 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.592 Max BC CSI:0.012 Max Web CSI:0.072 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J01Z Ply: 1 Qty:2 Wgt: 9.1 lbs DRW : .../...07/07/2025 T1 B1 W1 1' 1'1'8"11"21'5"101'9"5A B C DE 6.5 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 1-5-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 218 /-/-/39 /130 /- D 15 /-/-/5 /-/- C -/-56 /-/71 /0 /56 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 282 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 566 -213 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.592 Max BC CSI:0.012 Max Web CSI:0.072 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J01Z Ply: 1 Qty:2 Wgt: 9.1 lbs DRW : .../...07/07/2025 T1 B1 W1 1' 1'1'8"11"21'5"101'9"5A B C DE 6.5 12 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 1-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 233 /-/-/59 /111 /43 D 33 /-/-/21 /-/- C 48 /-/-/25 /26 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 12 -28 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 7-22 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 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 8th Ed. 2023 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):0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.472 Max BC CSI:0.088 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J03 Ply: 1 Qty:2 Wgt: 11.2 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 3' 3'1'8" 4"2 1'1"21'5"10A B C DE 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 1-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 233 /-/-/59 /111 /43 D 33 /-/-/21 /-/- C 48 /-/-/25 /26 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 12 -28 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 7-22 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 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 8th Ed. 2023 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):0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.472 Max BC CSI:0.088 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J03 Ply: 1 Qty:2 Wgt: 11.2 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 3' 3'1'8" 4"2 1'1"21'5"10A B C DE 3 12 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 2-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 228 /-/-/58 /143 /- D 45 /-/-/15 /-/- C 56 /-/-/53 /-/106 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 279 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 542 -213 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.36 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.656 Max BC CSI:0.124 Max Web CSI:0.068 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J03Z Ply: 1 Qty:2 Wgt: 14.7 lbs DRW : .../...07/07/2025 T1 B1 W1 3' 3'1'8"11"22'6"102'10"5A B C DE 6.5 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 2-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 228 /-/-/58 /143 /- D 45 /-/-/15 /-/- C 56 /-/-/53 /-/106 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 279 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 542 -213 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.36 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.656 Max BC CSI:0.124 Max Web CSI:0.068 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J03Z Ply: 1 Qty:2 Wgt: 14.7 lbs DRW : .../...07/07/2025 T1 B1 W1 3' 3'1'8"11"22'6"102'10"5A B C DE 6.5 12 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 1-7-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 283 /-/-/83 /115 /58 D 64 /-/-/29 /-/- C 104 /-/-/38 /54 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 25 -56 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 7-22 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 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 8th Ed. 2023 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):0.004 B - - HORZ(TL):0.006 B - - Creep Factor: 2.0 Max TC CSI:0.556 Max BC CSI:0.273 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J05 Ply: 1 Qty:2 Wgt: 18.2 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 5' 5'1'8" 4"2 1'7"21'11"10A B C DE 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 1-7-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 283 /-/-/83 /115 /58 D 64 /-/-/29 /-/- C 104 /-/-/38 /54 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 25 -56 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 7-22 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 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 8th Ed. 2023 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):0.004 B - - HORZ(TL):0.006 B - - Creep Factor: 2.0 Max TC CSI:0.556 Max BC CSI:0.273 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J05 Ply: 1 Qty:2 Wgt: 18.2 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 5' 5'1'8" 4"2 1'7"21'11"10A B C DE 3 12 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 3-7-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 282 /-/-/84 /183 /- D 75 /-/-/25 /-/- C 123 /-/-/77 /29 /158 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 272 -75 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 508 -257 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.90 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.816 Max BC CSI:0.377 Max Web CSI:0.064 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J05Z Ply: 1 Qty:2 Wgt: 20.3 lbs DRW : .../...07/07/2025 T1 B1 W1 5' 5'1'8"11"23'7"103'11"5A B C DE 6.5 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3; Bot chord: 2x4 SP #3; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 3-7-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 282 /-/-/84 /183 /- D 75 /-/-/25 /-/- C 123 /-/-/77 /29 /158 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 272 -75 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 508 -257 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.90 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.816 Max BC CSI:0.377 Max Web CSI:0.064 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J05Z Ply: 1 Qty:2 Wgt: 20.3 lbs DRW : .../...07/07/2025 T1 B1 W1 5' 5'1'8"11"23'7"103'11"5A B C DE 6.5 12 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 2-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 342 /-/-/107 /125 /74 D 93 /-/-/39 /-/- C 156 /-/-/52 /79 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 38 -73 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 7-22 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 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 8th Ed. 2023 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):0.013 B - - HORZ(TL):0.021 B - - Creep Factor: 2.0 Max TC CSI:0.630 Max BC CSI:0.357 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J07 Ply: 1 Qty:3 Wgt: 25.2 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 7' 7'1'8" 4"2 2'1"22'5"10A B C DE 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 2-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 342 /-/-/107 /125 /74 D 93 /-/-/39 /-/- C 156 /-/-/52 /79 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 38 -73 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 7-22 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 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 8th Ed. 2023 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):0.013 B - - HORZ(TL):0.021 B - - Creep Factor: 2.0 Max TC CSI:0.630 Max BC CSI:0.357 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J07 Ply: 1 Qty:3 Wgt: 25.2 lbs DRW : .../...07/07/2025 T1 B1 SEAT PLATE REQ. 7' 7'1'8" 4"2 2'1"22'5"10A B C DE 3 12 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 4-8-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 344 /-/-/128 /146 /- D 105 /-/-/35 /-/- C 184 /-/-/101 /36 /155 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 284 -99 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 513 -309 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.45 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.901 Max BC CSI:0.455 Max Web CSI:0.065 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J07Z Ply: 1 Qty:6 Wgt: 30.1 lbs DRW : .../...07/07/2025 T1 B1 W1 7' 7'1'8" 11"2 4'8"105'0"5A B C DE 6.5 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 4-8-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 344 /-/-/128 /146 /- D 105 /-/-/35 /-/- C 184 /-/-/101 /36 /155 Wind reactions based on MW FRS E Brg W id = 5.5 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- C Brg W id = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 0 Chords Tens.Comp. B - C 284 -99 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 513 -309 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.45 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.901 Max BC CSI:0.455 Max Web CSI:0.065 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J07Z Ply: 1 Qty:6 Wgt: 30.1 lbs DRW : .../...07/07/2025 T1 B1 W1 7' 7'1'8" 11"2 4'8"105'0"5A B C DE 6.5 12 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Lt Slider: 2x4 SP #3; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 5 plf at 0.00 to 5 plf at 7.00 BC: 654 lb Conc. Load at 1.40, 3.40, 5.40 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 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 is 4-8-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 1223 /-/-/-/530 /- E 1165 /-/-/-/507 /- Wind reactions based on MW FRS G Brg W id = 5.5 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 635 -1450 B - C 609 -1412 Chords Tens.Comp. C - D 43 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 1220 -525 Chords Tens.Comp. F - E 1155 -500 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 1269 -490 C - E 595 -1377 Webs Tens.Comp. D - E 59 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.90 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.020 F 999 240 VERT(CL):0.031 F 999 180 HORZ(LL):-0.007 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.198 Max BC CSI:0.740 Max Web CSI:0.492 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J07ZG Ply: 1 Qty:1 Wgt: 47.6 lbs DRW : .../...07/07/2025 T1 M1 B1 W1 W2 W3 7' 3'5"3 3'5"3 7' 3'6"12 3'3"7 3'3"7 7' 3'8"811"24'8"10A B C D EFG 6.5 12 3X8(**) 3X4 3X8 5X5 3X4(**) 4X8(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Lt Slider: 2x4 SP #3; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 5 plf at 0.00 to 5 plf at 7.00 BC: 654 lb Conc. Load at 1.40, 3.40, 5.40 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 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 is 4-8-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 1223 /-/-/-/530 /- E 1165 /-/-/-/507 /- Wind reactions based on MW FRS G Brg W id = 5.5 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 635 -1450 B - C 609 -1412 Chords Tens.Comp. C - D 43 -53 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 1220 -525 Chords Tens.Comp. F - E 1155 -500 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 1269 -490 C - E 595 -1377 Webs Tens.Comp. D - E 59 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.90 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.020 F 999 240 VERT(CL):0.031 F 999 180 HORZ(LL):-0.007 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.198 Max BC CSI:0.740 Max Web CSI:0.492 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:J07ZG Ply: 1 Qty:1 Wgt: 47.6 lbs DRW : .../...07/07/2025 T1 M1 B1 W1 W2 W3 7' 3'5"3 3'5"3 7' 3'6"12 3'3"7 3'3"7 7' 3'8"811"24'8"10A B C D EFG 6.5 12 3X8(**) 3X4 3X8 5X5 3X4(**) 4X8(R) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 All plates are 4X4(B1) 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 -1.67 7.25 TC 24 7.25 14.50 BC 92 0.15 14.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right 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 is 6-5-9. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 456 /-/-/177 /320 /216 B*64 /-/-/23 /15 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) B Brg W id = 158 Min Req =- Bearings B & B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 269 -277 Chords Tens.Comp. C - D 264 -282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 99 -22 Chords Tens.Comp. E - D 191 -46 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 80 -196 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.013 D 736 240 VERT(CL):0.020 D 505 180 HORZ(LL):-0.018 B - - HORZ(TL):0.021 B - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.992 Max Web CSI:0.142 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T01 Ply: 1 Qty:1 Wgt: 61.6 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 13'8"10" 7'3" 7'3" 14'6" 7'3" 7'3" 7'3" 14'6" 7'3"1'8" 5"1 7'9"12A B C D E 10 12 4X4 3X4 3X4(B1) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 All plates are 4X4(B1) 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 -1.67 7.25 TC 24 7.25 14.50 BC 92 0.15 14.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right 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 is 6-5-9. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 456 /-/-/177 /320 /216 B*64 /-/-/23 /15 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) B Brg W id = 158 Min Req =- Bearings B & B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 269 -277 Chords Tens.Comp. C - D 264 -282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 99 -22 Chords Tens.Comp. E - D 191 -46 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 80 -196 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.013 D 736 240 VERT(CL):0.020 D 505 180 HORZ(LL):-0.018 B - - HORZ(TL):0.021 B - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.992 Max Web CSI:0.142 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T01 Ply: 1 Qty:1 Wgt: 61.6 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 13'8"10" 7'3" 7'3" 14'6" 7'3" 7'3" 7'3" 14'6" 7'3"1'8" 5"1 7'9"12A B C D E 10 12 4X4 3X4 3X4(B1) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2,T5 2x4 SP #1; Bot chord: 2x6 SP #2; B1 2x4 SP #1; Webs: 2x4 SP #3; W10 2x4 SP #2; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 Plating Notes All plates are 3X4(**) except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 5.17 TC 24 5.17 16.63 TC 24 11.40 21.73 TC 24 16.63 33.38 BC 52 0.00 8.83 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.34" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1406 /-/-/458 /676 /284 R 1404 /-/-/541 /675 /- Wind reactions based on MW FRS N Brg W id = 4.0 Min Req =1.7 (Truss) R Brg W id = -Min Req =- Bearing N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 15 -38 B - C 1482 -3105 C - D 1463 -3067 D - E 424 -767 Chords Tens.Comp. E - F 427 -772 F - G 950 -2014 G - H 1105 -2231 H - I 1140 -2396 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - L 3752 -1841 M - K 27 -21 Chords Tens.Comp. K - J 1676 -780 J - I 1834 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 173 -152 N - B 1938 -3934 B - L 640 -1208 C - L 167 -220 L - M 128 -312 L - K 2147 -987 L - D 2157 -1060 K - O 486 -784 D - O 486 -784 Webs Tens.Comp. D - P 483 -1122 O - P 197 -162 E - P 409 -173 P - F 431 -1034 P - Q 154 -218 F - Q 552 -158 Q - J 550 -157 J - G 236 -273 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.351 D 999 534 VERT(CL):0.640 D 626 534 HORZ(LL):0.151 P - - HORZ(TL):0.274 P - - Creep Factor: 2.0 Max TC CSI:0.473 Max BC CSI:0.948 Max Web CSI:0.888 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T02 Ply: 1 Qty:1 Wgt: 238.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W8 W10 W11 10'6'33'4"8 5'2" 5'2" 8'10"4 3'8"4 11'5"12 2'7"8 16'7"8 5'1"12 21'7"8 5' 26'5"1 4'9"9 33'4"8 6'11"7 8'8"8 8'8"8 11'3"8 2'7" 21'7"8 10'4" 33'4"8 11'9"2'2'1"11'10'9"4(a) (a)A B C D E F G H I JK L M N O P Q R 7 12 6X6(**) (I) 6X10(**) 3X4 8X12(**) 4X5(**)4X8 6X12(**) 4X5(**) 4X8 3X4 8X12(**) 5X5(**) 3X44X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2,T5 2x4 SP #1; Bot chord: 2x6 SP #2; B1 2x4 SP #1; Webs: 2x4 SP #3; W10 2x4 SP #2; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 Plating Notes All plates are 3X4(**) except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 5.17 TC 24 5.17 16.63 TC 24 11.40 21.73 TC 24 16.63 33.38 BC 52 0.00 8.83 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.34" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1406 /-/-/458 /676 /284 R 1404 /-/-/541 /675 /- Wind reactions based on MW FRS N Brg W id = 4.0 Min Req =1.7 (Truss) R Brg W id = -Min Req =- Bearing N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 15 -38 B - C 1482 -3105 C - D 1463 -3067 D - E 424 -767 Chords Tens.Comp. E - F 427 -772 F - G 950 -2014 G - H 1105 -2231 H - I 1140 -2396 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - L 3752 -1841 M - K 27 -21 Chords Tens.Comp. K - J 1676 -780 J - I 1834 -897 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 173 -152 N - B 1938 -3934 B - L 640 -1208 C - L 167 -220 L - M 128 -312 L - K 2147 -987 L - D 2157 -1060 K - O 486 -784 D - O 486 -784 Webs Tens.Comp. D - P 483 -1122 O - P 197 -162 E - P 409 -173 P - F 431 -1034 P - Q 154 -218 F - Q 552 -158 Q - J 550 -157 J - G 236 -273 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.351 D 999 534 VERT(CL):0.640 D 626 534 HORZ(LL):0.151 P - - HORZ(TL):0.274 P - - Creep Factor: 2.0 Max TC CSI:0.473 Max BC CSI:0.948 Max Web CSI:0.888 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T02 Ply: 1 Qty:1 Wgt: 238.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W8 W10 W11 10'6'33'4"8 5'2" 5'2" 8'10"4 3'8"4 11'5"12 2'7"8 16'7"8 5'1"12 21'7"8 5' 26'5"1 4'9"9 33'4"8 6'11"7 8'8"8 8'8"8 11'3"8 2'7" 21'7"8 10'4" 33'4"8 11'9"2'2'1"11'10'9"4(a) (a)A B C D E F G H I JK L M N O P Q R 7 12 6X6(**) (I) 6X10(**) 3X4 8X12(**) 4X5(**)4X8 6X12(**) 4X5(**) 4X8 3X4 8X12(**) 5X5(**) 3X44X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1,T5 2x4 SP #1; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; B3 2x6 SP #2; Webs: 2x4 SP #3; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 Plating Notes All plates are 3X4 except as noted. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 8.03 TC 24 8.03 16.63 TC 24 11.40 21.73 TC 24 16.63 33.38 BC 57 0.00 8.83 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.22". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1406 /-/-/445 /676 /284 S 1404 /-/-/550 /675 /- Wind reactions based on MW FRS O Brg W id = 4.0 Min Req =1.7 (Truss) S Brg W id = -Min Req =- Bearing O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 27 -35 B - C 1450 -3060 C - D 1442 -3038 D - E 427 -770 Chords Tens.Comp. E - F 426 -771 F - G 960 -2022 G - H 1038 -2136 H - I 1071 -2185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - M 2779 -1326 N - L 26 -21 L - K 1680 -785 Chords Tens.Comp. K - J 1757 -843 J - I 1757 -842 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 270 -236 O - B 1426 -2986 B - M 392 -620 C - M 80 -93 M - N 136 -333 M - L 2149 -991 M - D 2124 -1034 L - P 495 -808 D - P 495 -809 Webs Tens.Comp. D - Q 485 -1110 P - Q 146 -124 E - Q 411 -175 Q - F 451 -1052 Q - R 94 -157 F - R 573 -177 R - K 571 -177 K - G 240 -290 G - J 118 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.274 D 999 534 VERT(CL):0.499 D 802 534 HORZ(LL):0.128 Q - - HORZ(TL):0.217 Q - - Creep Factor: 2.0 Max TC CSI:0.903 Max BC CSI:0.949 Max Web CSI:0.966 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T03 Ply: 1 Qty:1 Wgt: 256.2 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W8 W7 W10 W11 10'6'33'4"8 8'0"5 8'0"5 11'5"12 3'5"7 16'7"8 5'1"12 21'7"8 5' 26'5"1 4'9"9 33'4"8 6'11"7 8'8"8 8'8"8 11'3"8 2'7" 21'7"8 10'4" 26'4"13 4'9"5 33'4"8 6'11"112'3'9"11'10'9"4(a) (a) (a) A B C D E F G H I JKL M N O P Q R S 7 12 3X4(**) 6X6(**) 6X8(**) 8X12(**) 4X5(**)4X8 6X12(**)3X4(**) 4X5(**) 4X8 3X4(**) 8X12(**) 5X5(**) 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1,T5 2x4 SP #1; Bot chord: 2x4 SP #2; B2 2x6 SP 2400f-2.0E; B3 2x6 SP #2; Webs: 2x4 SP #3; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 Plating Notes All plates are 3X4 except as noted. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 8.03 TC 24 8.03 16.63 TC 24 11.40 21.73 TC 24 16.63 33.38 BC 57 0.00 8.83 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.27" DL: 0.22". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1406 /-/-/445 /676 /284 S 1404 /-/-/550 /675 /- Wind reactions based on MW FRS O Brg W id = 4.0 Min Req =1.7 (Truss) S Brg W id = -Min Req =- Bearing O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 27 -35 B - C 1450 -3060 C - D 1442 -3038 D - E 427 -770 Chords Tens.Comp. E - F 426 -771 F - G 960 -2022 G - H 1038 -2136 H - I 1071 -2185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - M 2779 -1326 N - L 26 -21 L - K 1680 -785 Chords Tens.Comp. K - J 1757 -843 J - I 1757 -842 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - O 270 -236 O - B 1426 -2986 B - M 392 -620 C - M 80 -93 M - N 136 -333 M - L 2149 -991 M - D 2124 -1034 L - P 495 -808 D - P 495 -809 Webs Tens.Comp. D - Q 485 -1110 P - Q 146 -124 E - Q 411 -175 Q - F 451 -1052 Q - R 94 -157 F - R 573 -177 R - K 571 -177 K - G 240 -290 G - J 118 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.274 D 999 534 VERT(CL):0.499 D 802 534 HORZ(LL):0.128 Q - - HORZ(TL):0.217 Q - - Creep Factor: 2.0 Max TC CSI:0.903 Max BC CSI:0.949 Max Web CSI:0.966 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T03 Ply: 1 Qty:1 Wgt: 256.2 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W8 W7 W10 W11 10'6'33'4"8 8'0"5 8'0"5 11'5"12 3'5"7 16'7"8 5'1"12 21'7"8 5' 26'5"1 4'9"9 33'4"8 6'11"7 8'8"8 8'8"8 11'3"8 2'7" 21'7"8 10'4" 26'4"13 4'9"5 33'4"8 6'11"112'3'9"11'10'9"4(a) (a) (a) A B C D E F G H I JKL M N O P Q R S 7 12 3X4(**) 6X6(**) 6X8(**) 8X12(**) 4X5(**)4X8 6X12(**)3X4(**) 4X5(**) 4X8 3X4(**) 8X12(**) 5X5(**) 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 2400f-2.0E; B2 2x6 SP 2400f-2.0E; B3 2x6 SP #2; Webs: 2x4 SP #3; W4,W6,W10 2x4 SP #2; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 10.88 BC: From 30 plf at 10.88 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 0.29 to 40 plf at 2.33 PLB: From 40 plf at 10.88 to 40 plf at 21.62 Plating Notes All plates are 3X4 except as noted. (**) 11 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 10.88 TC 24 10.88 16.63 TC 24 10.86 21.73 TC 24 16.63 33.38 BC 75 0.00 8.85 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.54" DL: 0.13". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1514 /-/-/469 /688 /284 Q 1422 /-/-/563 /681 /- Wind reactions based on MW FRS M Brg W id = 4.0 Min Req =1.5 (Support) Q Brg W id = -Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1028 -2161 B - C 1025 -2150 C - D 420 -743 D - E 419 -746 Chords Tens.Comp. E - F 966 -2060 F - G 1121 -2276 G - H 1155 -2440 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - K 285 -192 L - J 15 -19 Chords Tens.Comp. J - I 1724 -796 I - H 1871 -910 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 782 -1402 A - K 2471 -1176 K - L 156 -498 K - J 2632 -1189 K - C 1308 -790 B - K 631 -572 J - N 771 -1364 N - C 776 -1368 Webs Tens.Comp. N - O 303 -176 C - O 602 -1246 D - O 353 -147 O - E 432 -1052 O - P 101 -240 E - P 593 -172 P - I 590 -171 I - F 226 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.566 C 707 534 VERT(CL):0.600 C 667 534 HORZ(LL):0.273 O - - HORZ(TL):0.277 O - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.930 Max Web CSI:0.941 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T04 Ply: 1 Qty:1 Wgt: 245.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 10'8"14 6'33'4"8 8'10"4 8'10"4 10'10"10 2'0"6 16'7"8 5'8"14 21'7"12 5'0"4 26'4"13 4'9"1 33'4"8 6'11"11 8'8"8 8'8"8 10'7"2 1'10"10 21'11" 11'3"14 33'4"8 11'5"82'5'5"11'10'9"4(a) (a) A B C D E F G H IJ K L M N O P Q 7 12 6X6(**) 3X8(**) 8X12(**) 4X5(**)6X6 3X4(**)6X12(**) 4X5(**) 4X8 5X5(**)3X4(**) 8X8(**) 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 2400f-2.0E; B2 2x6 SP 2400f-2.0E; B3 2x6 SP #2; Webs: 2x4 SP #3; W4,W6,W10 2x4 SP #2; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 10.88 BC: From 30 plf at 10.88 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 0.29 to 40 plf at 2.33 PLB: From 40 plf at 10.88 to 40 plf at 21.62 Plating Notes All plates are 3X4 except as noted. (**) 11 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 10.88 TC 24 10.88 16.63 TC 24 10.86 21.73 TC 24 16.63 33.38 BC 75 0.00 8.85 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.54" DL: 0.13". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1514 /-/-/469 /688 /284 Q 1422 /-/-/563 /681 /- Wind reactions based on MW FRS M Brg W id = 4.0 Min Req =1.5 (Support) Q Brg W id = -Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1028 -2161 B - C 1025 -2150 C - D 420 -743 D - E 419 -746 Chords Tens.Comp. E - F 966 -2060 F - G 1121 -2276 G - H 1155 -2440 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - K 285 -192 L - J 15 -19 Chords Tens.Comp. J - I 1724 -796 I - H 1871 -910 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 782 -1402 A - K 2471 -1176 K - L 156 -498 K - J 2632 -1189 K - C 1308 -790 B - K 631 -572 J - N 771 -1364 N - C 776 -1368 Webs Tens.Comp. N - O 303 -176 C - O 602 -1246 D - O 353 -147 O - E 432 -1052 O - P 101 -240 E - P 593 -172 P - I 590 -171 I - F 226 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.566 C 707 534 VERT(CL):0.600 C 667 534 HORZ(LL):0.273 O - - HORZ(TL):0.277 O - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.930 Max Web CSI:0.941 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T04 Ply: 1 Qty:1 Wgt: 245.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 10'8"14 6'33'4"8 8'10"4 8'10"4 10'10"10 2'0"6 16'7"8 5'8"14 21'7"12 5'0"4 26'4"13 4'9"1 33'4"8 6'11"11 8'8"8 8'8"8 10'7"2 1'10"10 21'11" 11'3"14 33'4"8 11'5"82'5'5"11'10'9"4(a) (a) A B C D E F G H IJ K L M N O P Q 7 12 6X6(**) 3X8(**) 8X12(**) 4X5(**)6X6 3X4(**)6X12(**) 4X5(**) 4X8 5X5(**)3X4(**) 8X8(**) 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP #1; Bot chord: 2x6 SP #2; B1 2x4 SP #2; Webs: 2x4 SP #3; W2,W6,W10 2x4 SP #2; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.42 BC: From 30 plf at 11.42 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 6.29 to 40 plf at 8.71 PLB: From 40 plf at 11.42 to 40 plf at 21.62 Plating Notes All plates are 3X4(**) except as noted. (**) 11 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 11.42 TC 24 11.42 16.63 TC 24 11.38 21.73 TC 24 16.63 33.38 BC 68 0.00 8.81 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1489 /-/-/473 /679 /284 Q 1430 /-/-/566 /676 /- Wind reactions based on MW FRS M Brg W id = 4.0 Min Req =1.8 (Truss) Q Brg W id = -Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 946 -2070 C - D 430 -791 D - E 436 -803 Chords Tens.Comp. E - F 952 -2068 F - G 1108 -2284 G - H 1143 -2447 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - K 2066 -943 L - J 3 -17 Chords Tens.Comp. J - I 1725 -780 I - H 1879 -900 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 227 -200 M - B 1118 -2432 B - K 786 -243 K - L 103 -328 K - J 2312 -1021 K - C 950 -526 J - N 554 -965 N - C 557 -967 Webs Tens.Comp. N - O 236 -153 C - O 545 -1163 D - O 421 -176 O - E 428 -1035 O - P 122 -245 E - P 567 -159 P - I 564 -158 I - F 228 -270 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.322 C 999 534 VERT(CL):0.562 C 712 534 HORZ(LL):0.178 O - - HORZ(TL):0.311 O - - Creep Factor: 2.0 Max TC CSI:0.815 Max BC CSI:0.959 Max Web CSI:0.935 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T05 Ply: 1 Qty:1 Wgt: 246.4 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 10'2"8 6'33'4"8 8'8"8 8'8"8 11'5" 2'8"8 16'7"8 5'2"8 21'7"12 5'0"4 26'4"13 4'9"1 33'4"8 6'11"11 8'8"8 8'8"8 11'1"8 2'5" 21'11" 10'9"8 33'4"8 11'5"82'5'8"131'10'9"4(a) (a) (a) A B C D E F G H IJ K L M N O P Q 7 12 5X7(**) 5X5 6X10(**) 4X5(**)5X7 6X12(**) 4X5(**) 4X8 5X5(**) 8X8(**) 3X4 3X44X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP #1; Bot chord: 2x6 SP #2; B1 2x4 SP #2; Webs: 2x4 SP #3; W2,W6,W10 2x4 SP #2; Rt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.42 BC: From 30 plf at 11.42 to 30 plf at 21.62 BC: From 10 plf at 21.62 to 10 plf at 33.38 PLB: From 40 plf at 6.29 to 40 plf at 8.71 PLB: From 40 plf at 11.42 to 40 plf at 21.62 Plating Notes All plates are 3X4(**) except as noted. (**) 11 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 11.42 TC 24 11.42 16.63 TC 24 11.38 21.73 TC 24 16.63 33.38 BC 68 0.00 8.81 BC 75 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 1489 /-/-/473 /679 /284 Q 1430 /-/-/566 /676 /- Wind reactions based on MW FRS M Brg W id = 4.0 Min Req =1.8 (Truss) Q Brg W id = -Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 946 -2070 C - D 430 -791 D - E 436 -803 Chords Tens.Comp. E - F 952 -2068 F - G 1108 -2284 G - H 1143 -2447 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - K 2066 -943 L - J 3 -17 Chords Tens.Comp. J - I 1725 -780 I - H 1879 -900 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - M 227 -200 M - B 1118 -2432 B - K 786 -243 K - L 103 -328 K - J 2312 -1021 K - C 950 -526 J - N 554 -965 N - C 557 -967 Webs Tens.Comp. N - O 236 -153 C - O 545 -1163 D - O 421 -176 O - E 428 -1035 O - P 122 -245 E - P 567 -159 P - I 564 -158 I - F 228 -270 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.96 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.322 C 999 534 VERT(CL):0.562 C 712 534 HORZ(LL):0.178 O - - HORZ(TL):0.311 O - - Creep Factor: 2.0 Max TC CSI:0.815 Max BC CSI:0.959 Max Web CSI:0.935 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T05 Ply: 1 Qty:1 Wgt: 246.4 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 10'2"8 6'33'4"8 8'8"8 8'8"8 11'5" 2'8"8 16'7"8 5'2"8 21'7"12 5'0"4 26'4"13 4'9"1 33'4"8 6'11"11 8'8"8 8'8"8 11'1"8 2'5" 21'11" 10'9"8 33'4"8 11'5"82'5'8"131'10'9"4(a) (a) (a) A B C D E F G H IJ K L M N O P Q 7 12 5X7(**) 5X5 6X10(**) 4X5(**)5X7 6X12(**) 4X5(**) 4X8 5X5(**) 8X8(**) 3X4 3X44X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP 2400f-2.0E; B1 2x4 SP #2; Webs: 2x4 SP #3; W12,W13 2x4 SP 2400f-2.0E; W17, W19,W 21 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 31.79 BC: From 10 plf at 31.79 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 PLB: From 0 plf at 31.79 to Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 8.56 TC 24 8.56 16.63 TC 24 16.63 24.21 TC 24 24.21 33.38 BC 55 0.00 8.83 BC 102 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.43" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1524 /-/-/437 /789 /139 L 1884 /-/-/437 /946 /- Wind reactions based on MW FRS S Brg W id = 4.0 Min Req =1.8 (Truss) L Brg W id = -Min Req =- Bearing S Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 823 -1599 B - C 823 -1599 C - D 1707 -3331 D - E 1719 -3355 E - F 535 -937 Chords Tens.Comp. F - G 529 -924 G - H 1266 -2572 H - I 331 -548 I - J 330 -548 J - K 2315 -1186 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 135 -139 R - P 2951 -1510 Q - O 32 -19 Chords Tens.Comp. O - N 1904 -950 N - M 1858 -928 M - L 1856 -923 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 796 -1503 A - R 2126 -1094 R - C 913 -1796 B - R 332 -289 C - P 394 -537 D - P 78 -121 P - Q 104 -383 P - O 2423 -1206 P - E 2265 -1205 O - T 603 -853 E - T 603 -853 E - U 529 -1131 T - U 71 -128 F - U 556 -253 U - G 789 -1896 Webs Tens.Comp. U - V 885 -254 G - V 1009 -379 V - W 1018 -382 W -N 671 -152 W -H 487 -847 W -X 1200 -517 H - X 1386 -2830 I - X 264 -216 X - J 2774 -1493 X - Y 2129 -4205 J - Y 773 -1370 Y - M 1035 -356 Y - K 1788 -3492 Y - L 2696 -5423 K - L 2676 -1352 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.49 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.430 N 932 534 VERT(CL):0.612 N 654 534 HORZ(LL):0.115 A - - HORZ(TL):0.165 K - - Creep Factor: 2.0 Max TC CSI:0.788 Max BC CSI:0.941 Max Web CSI:0.985 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T06 Ply: 1 Qty:1 Wgt: 296.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 B1 B2 B3 W1 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W10 W12 W13W14W15W16W17 W18 W19 W20 W21 10'6'33'4"8 4'3"6 4'3"6 8'6"12 4'3"6 11'5"12 2'11" 16'7"8 5'1"12 21'7"8 5' 24'2"9 2'7"1 28'1"13 3'11"4 31'9"8 3'7"11 33'4"8 1'7" 4'3"6 4'3"6 8'8"8 4'5"2 11'4" 2'7"8 21'9"4 10'5"4 31'11"4 10'2" 33'4"8 1'5"42'4'0"136'4"210'9"4(a) (a) (a) (a)(a) (a) (a)(a) A B CD E F G H I J K LMNO P Q RS T U V W X Y 7 12 5X7(**) 3X8(**) 6X10(**) H0514(**)(++) 8X12(**) 4X5(**)5X7 6X12(**) 4X5(**) 6X8 4X5 4X5(R) 8X8(**) 5X7(**) 6X12 5X7 10X12(I) 3X8 5X7(**) 6X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP 2400f-2.0E; B1 2x4 SP #2; Webs: 2x4 SP #3; W12,W13 2x4 SP 2400f-2.0E; W17, W19,W 21 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 31.79 BC: From 10 plf at 31.79 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 PLB: From 0 plf at 31.79 to Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 8.56 TC 24 8.56 16.63 TC 24 16.63 24.21 TC 24 24.21 33.38 BC 55 0.00 8.83 BC 102 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.43" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1524 /-/-/437 /789 /139 L 1884 /-/-/437 /946 /- Wind reactions based on MW FRS S Brg W id = 4.0 Min Req =1.8 (Truss) L Brg W id = -Min Req =- Bearing S Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 823 -1599 B - C 823 -1599 C - D 1707 -3331 D - E 1719 -3355 E - F 535 -937 Chords Tens.Comp. F - G 529 -924 G - H 1266 -2572 H - I 331 -548 I - J 330 -548 J - K 2315 -1186 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 135 -139 R - P 2951 -1510 Q - O 32 -19 Chords Tens.Comp. O - N 1904 -950 N - M 1858 -928 M - L 1856 -923 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 796 -1503 A - R 2126 -1094 R - C 913 -1796 B - R 332 -289 C - P 394 -537 D - P 78 -121 P - Q 104 -383 P - O 2423 -1206 P - E 2265 -1205 O - T 603 -853 E - T 603 -853 E - U 529 -1131 T - U 71 -128 F - U 556 -253 U - G 789 -1896 Webs Tens.Comp. U - V 885 -254 G - V 1009 -379 V - W 1018 -382 W -N 671 -152 W -H 487 -847 W -X 1200 -517 H - X 1386 -2830 I - X 264 -216 X - J 2774 -1493 X - Y 2129 -4205 J - Y 773 -1370 Y - M 1035 -356 Y - K 1788 -3492 Y - L 2696 -5423 K - L 2676 -1352 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.49 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.430 N 932 534 VERT(CL):0.612 N 654 534 HORZ(LL):0.115 A - - HORZ(TL):0.165 K - - Creep Factor: 2.0 Max TC CSI:0.788 Max BC CSI:0.941 Max Web CSI:0.985 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T06 Ply: 1 Qty:1 Wgt: 296.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 B1 B2 B3 W1 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W10 W12 W13W14W15W16W17 W18 W19 W20 W21 10'6'33'4"8 4'3"6 4'3"6 8'6"12 4'3"6 11'5"12 2'11" 16'7"8 5'1"12 21'7"8 5' 24'2"9 2'7"1 28'1"13 3'11"4 31'9"8 3'7"11 33'4"8 1'7" 4'3"6 4'3"6 8'8"8 4'5"2 11'4" 2'7"8 21'9"4 10'5"4 31'11"4 10'2" 33'4"8 1'5"42'4'0"136'4"210'9"4(a) (a) (a) (a)(a) (a) (a)(a) A B CD E F G H I J K LMNO P Q RS T U V W X Y 7 12 5X7(**) 3X8(**) 6X10(**) H0514(**)(++) 8X12(**) 4X5(**)5X7 6X12(**) 4X5(**) 6X8 4X5 4X5(R) 8X8(**) 5X7(**) 6X12 5X7 10X12(I) 3X8 5X7(**) 6X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T4 2x4 SP #1; Bot chord: 2x6 SP 2400f-2.0E; B1 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3; W11,W12,W16,W17, W18 2x4 SP 2400f-2.0E; W 15 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 31.79 BC: From 10 plf at 31.79 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 PLB: From 0 plf at 31.79 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 14 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 5.70 TC 24 5.70 16.63 TC 24 16.63 22.35 TC 24 22.35 33.38 BC 70 0.00 8.83 BC 81 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.49" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1524 /-/-/480 /768 /187 K 1884 /-/-/460 /922 /- Wind reactions based on MW FRS R Brg W id = 4.0 Min Req =1.5 (Support) K Brg W id = -Min Req =- Bearing R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -27 B - C 1716 -3421 C - D 1673 -3358 D - E 530 -959 E - F 530 -957 Chords Tens.Comp. F - G 1243 -2658 G - H 539 -391 H - I 538 -391 I - J 3092 -1538 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 3640 -1817 Q - O 3661 -1832 P - N 33 -18 Chords Tens.Comp. N - M 1882 -918 M - L 1843 -898 L - K 1836 -891 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 171 -153 R - B 1920 -3850 Q - B 157 -188 B - O 499 -875 C - O 78 -105 O - P 86 -335 O - N 2400 -1166 O - D 2301 -1185 N - S 565 -889 D - S 565 -889 D - T 516 -1129 S - T 86 -90 E - T 598 -267 T - F 867 -2188 T - U 1224 -344 Webs Tens.Comp. F - U 924 -293 U - V 935 -296 V - M 671 -149 V - W 794 -254 G - W 187 -399 G - X 1179 -2715 W -X 754 -236 H - X 345 -321 X - I 3279 -1702 X - Y 2462 -4989 I - Y 801 -1452 Y - L 1064 -369 Y - J 2379 -4784 Y - K 3144 -6476 J - K 3737 -1844 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.66 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.489 M 819 534 VERT(CL):0.691 G 579 534 HORZ(LL):0.137 D - - HORZ(TL):0.196 D - - Creep Factor: 2.0 Max TC CSI:0.725 Max BC CSI:0.960 Max Web CSI:0.993 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T07 Ply: 1 Qty:1 Wgt: 289.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 B1 B2 B3 W1 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W9 W11 W12 W13 W14W13 W15 W16 W17 W18 W1610'6'33'4"8 5'8"7 5'8"7 8'10"4 3'1"13 11'5"12 2'7"8 16'7"8 5'1"12 22'4"4 5'8"12 27'2"10 4'10"6 31'9" 4'6"6 33'4"8 1'7"8 5'6"11 5'6"11 8'8"8 3'1"13 11'4" 2'7"8 21'9"4 10'5"4 31'11"4 10'2" 33'4"8 1'5"42'2'4"137'5"210'9"4(a) (a) (a) (a) (a)(a) (a) (a) A B C D E F G H I J KLMN O P QR S T U V W X Y 7 12 3X4(**) 6X6(**) (I) H0612(**) 8X12(**) 4X5(**)5X7 6X12(**) 4X5(**) 6X8 4X5(**) 4X5 8X8(**) 6X12(**) (I) 8X12 6X8(**) 10X12(**) 3X8 6X8(**) 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T4 2x4 SP #1; Bot chord: 2x6 SP 2400f-2.0E; B1 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3; W11,W12,W16,W17, W18 2x4 SP 2400f-2.0E; W 15 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 31.79 BC: From 10 plf at 31.79 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 PLB: From 0 plf at 31.79 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 14 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 5.70 TC 24 5.70 16.63 TC 24 16.63 22.35 TC 24 22.35 33.38 BC 70 0.00 8.83 BC 81 8.85 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Deflection Max JT VERT DEFL: LL: 0.49" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. Additional Notes The overall height of this truss excluding overhang is 8-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1524 /-/-/480 /768 /187 K 1884 /-/-/460 /922 /- Wind reactions based on MW FRS R Brg W id = 4.0 Min Req =1.5 (Support) K Brg W id = -Min Req =- Bearing R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -27 B - C 1716 -3421 C - D 1673 -3358 D - E 530 -959 E - F 530 -957 Chords Tens.Comp. F - G 1243 -2658 G - H 539 -391 H - I 538 -391 I - J 3092 -1538 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 3640 -1817 Q - O 3661 -1832 P - N 33 -18 Chords Tens.Comp. N - M 1882 -918 M - L 1843 -898 L - K 1836 -891 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - R 171 -153 R - B 1920 -3850 Q - B 157 -188 B - O 499 -875 C - O 78 -105 O - P 86 -335 O - N 2400 -1166 O - D 2301 -1185 N - S 565 -889 D - S 565 -889 D - T 516 -1129 S - T 86 -90 E - T 598 -267 T - F 867 -2188 T - U 1224 -344 Webs Tens.Comp. F - U 924 -293 U - V 935 -296 V - M 671 -149 V - W 794 -254 G - W 187 -399 G - X 1179 -2715 W -X 754 -236 H - X 345 -321 X - I 3279 -1702 X - Y 2462 -4989 I - Y 801 -1452 Y - L 1064 -369 Y - J 2379 -4784 Y - K 3144 -6476 J - K 3737 -1844 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.66 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.489 M 819 534 VERT(CL):0.691 G 579 534 HORZ(LL):0.137 D - - HORZ(TL):0.196 D - - Creep Factor: 2.0 Max TC CSI:0.725 Max BC CSI:0.960 Max Web CSI:0.993 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T07 Ply: 1 Qty:1 Wgt: 289.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 B1 B2 B3 W1 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W9 W11 W12 W13 W14W13 W15 W16 W17 W18 W1610'6'33'4"8 5'8"7 5'8"7 8'10"4 3'1"13 11'5"12 2'7"8 16'7"8 5'1"12 22'4"4 5'8"12 27'2"10 4'10"6 31'9" 4'6"6 33'4"8 1'7"8 5'6"11 5'6"11 8'8"8 3'1"13 11'4" 2'7"8 21'9"4 10'5"4 31'11"4 10'2" 33'4"8 1'5"42'2'4"137'5"210'9"4(a) (a) (a) (a) (a)(a) (a) (a) A B C D E F G H I J KLMN O P QR S T U V W X Y 7 12 3X4(**) 6X6(**) (I) H0612(**) 8X12(**) 4X5(**)5X7 6X12(**) 4X5(**) 6X8 4X5(**) 4X5 8X8(**) 6X12(**) (I) 8X12 6X8(**) 10X12(**) 3X8 6X8(**) 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W9 2x4 SP #2; W10,W14,W15,W16, W17 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 20.50 TC: From 56 plf at 20.50 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 31.79 BC: From 10 plf at 31.79 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 PLB: From 0 plf at 31.79 to Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 16.63 TC 24 16.63 20.50 TC 24 20.50 32.21 TC 24 32.21 33.38 BC 89 0.00 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1523 /-/-/562 /727 /281 L 1881 /-/-/478 /876 /- Wind reactions based on MW FRS W Brg W id = 4.0 Min Req =1.8 (Truss) L Brg W id = -Min Req =- Bearing W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1149 -2365 B - C 1112 -2308 C - D 1032 -2192 D - E 550 -1061 E - F 532 -1034 Chords Tens.Comp. F - G 881 -2001 G - H 307 -502 H - I 307 -502 I - J 1908 -913 J - K 2109 -1016 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 1898 -903 P - O 1897 -903 O - N 1810 -838 Chords Tens.Comp. N - M 1770 -824 M - L 1758 -816 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 130 -136 C - O 209 -254 O - Q 507 -151 Q - D 505 -149 Q - R 126 -71 D - R 448 -1032 E - R 712 -309 R - F 571 -1316 R - S 628 -368 F - S 127 -100 S - T 733 -196 S - G 816 -288 Webs Tens.Comp. T - N 732 -195 T - U 439 -250 G - U 846 -1976 H - U 322 -290 U - I 2459 -1206 U - V 1726 -3660 I - V 1186 -2342 V - M 831 -244 V - K 1605 -3356 V - L 2903 -6257 K - L 3661 -1752 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.99 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.426 D 939 534 VERT(CL):0.497 D 806 534 HORZ(LL):0.222 D - - HORZ(TL):0.272 D - - Creep Factor: 2.0 Max TC CSI:0.960 Max BC CSI:0.969 Max Web CSI:0.973 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T08 Ply: 1 Qty:1 Wgt: 280.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W1710'6'33'4"8 6'11"14 6'11"14 11'7"4 4'7"6 16'7"8 5'0"4 20'5"15 3'10"7 21'11" 1'5"1 26'8"8 4'9"8 32'2"8 5'6" 33'4"8 1'2" 6'10"2 6'10"2 11'4" 4'5"14 21'9"4 10'5"4 31'11"4 10'2" 33'4"8 1'5"4 1'0"14 7'10"910'9"4(a) (a) (a) (a) (a) A B C D E F G H I J K LMNOP Q R S T U V W 7 12 6.5 12 4X10(**) 8X8(**) 5X5(**) 4X5(**) 4X8 5X5(**) 4X5(R) 8X8(**) 4X5 6X12 H0612(**)(++) 10X12(I) 4X5 6X6(**) 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W9 2x4 SP #2; W10,W14,W15,W16, W17 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 20.50 TC: From 56 plf at 20.50 to 56 plf at 33.38 BC: From 10 plf at 0.00 to 10 plf at 11.62 BC: From 30 plf at 11.62 to 30 plf at 31.79 BC: From 10 plf at 31.79 to 10 plf at 33.38 PLB: From 40 plf at 11.62 to 40 plf at 21.62 PLB: From 0 plf at 31.79 to Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 16.63 TC 24 16.63 20.50 TC 24 20.50 32.21 TC 24 32.21 33.38 BC 89 0.00 33.38 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1523 /-/-/562 /727 /281 L 1881 /-/-/478 /876 /- Wind reactions based on MW FRS W Brg W id = 4.0 Min Req =1.8 (Truss) L Brg W id = -Min Req =- Bearing W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1149 -2365 B - C 1112 -2308 C - D 1032 -2192 D - E 550 -1061 E - F 532 -1034 Chords Tens.Comp. F - G 881 -2001 G - H 307 -502 H - I 307 -502 I - J 1908 -913 J - K 2109 -1016 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - P 1898 -903 P - O 1897 -903 O - N 1810 -838 Chords Tens.Comp. N - M 1770 -824 M - L 1758 -816 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 130 -136 C - O 209 -254 O - Q 507 -151 Q - D 505 -149 Q - R 126 -71 D - R 448 -1032 E - R 712 -309 R - F 571 -1316 R - S 628 -368 F - S 127 -100 S - T 733 -196 S - G 816 -288 Webs Tens.Comp. T - N 732 -195 T - U 439 -250 G - U 846 -1976 H - U 322 -290 U - I 2459 -1206 U - V 1726 -3660 I - V 1186 -2342 V - M 831 -244 V - K 1605 -3356 V - L 2903 -6257 K - L 3661 -1752 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.99 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.34 ft 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 8th Ed. 2023 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):0.426 D 939 534 VERT(CL):0.497 D 806 534 HORZ(LL):0.222 D - - HORZ(TL):0.272 D - - Creep Factor: 2.0 Max TC CSI:0.960 Max BC CSI:0.969 Max Web CSI:0.973 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T08 Ply: 1 Qty:1 Wgt: 280.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W1710'6'33'4"8 6'11"14 6'11"14 11'7"4 4'7"6 16'7"8 5'0"4 20'5"15 3'10"7 21'11" 1'5"1 26'8"8 4'9"8 32'2"8 5'6" 33'4"8 1'2" 6'10"2 6'10"2 11'4" 4'5"14 21'9"4 10'5"4 31'11"4 10'2" 33'4"8 1'5"4 1'0"14 7'10"910'9"4(a) (a) (a) (a) (a) A B C D E F G H I J K LMNOP Q R S T U V W 7 12 6.5 12 4X10(**) 8X8(**) 5X5(**) 4X5(**) 4X8 5X5(**) 4X5(R) 8X8(**) 4X5 6X12 H0612(**)(++) 10X12(I) 4X5 6X6(**) 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1,T4 2x4 SP #1; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W2 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 21.75 BC: From 10 plf at 21.75 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 Plating Notes All plates are 3X4 except as noted. (**) 9 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 21.85 TC 24 16.75 33.50 BC 89 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1513 /-/-/513 /725 /304 Q 1406 /-/-/522 /663 /- Wind reactions based on MW FRS P Brg W id = 5.5 Min Req =1.8 (Truss) Q Brg W id = -Min Req =- Bearing P Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1127 -2341 C - D 1081 -2225 D - E 929 -2010 E - F 418 -777 Chords Tens.Comp. F - G 418 -776 G - H 932 -2015 H - I 1086 -2234 I - J 1119 -2391 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1825 -874 L - K 1667 -759 Chords Tens.Comp. K - J 1837 -881 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 227 -270 L - M 553 -156 M - E 553 -157 M - N 222 -231 E - N 440 -1060 F - N 427 -178 Webs Tens.Comp. N - G 447 -1071 N - O 220 -224 G - O 564 -163 O - K 564 -163 K - H 240 -284 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.381 G 999 536 VERT(CL):0.485 G 828 536 HORZ(LL):-0.306 N - - HORZ(TL):0.317 N - - Creep Factor: 2.0 Max TC CSI:0.553 Max BC CSI:0.994 Max Web CSI:0.676 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T09 Ply: 1 Qty:5 Wgt: 219.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T2 T4 M1 M1 B1 B2 B1 W1 W2 W3 W4 W3 W2 W1 10'6'33'6" 6'11"6 6'11"6 11'9" 4'9"10 16'9" 5' 21'9" 5' 26'6"9 4'9"9 33'6" 6'11"7 11'9" 11'9" 21'9" 10' 33'6" 11'9"1'8" 1'11'0"15A B C D E F G H I J KL M N O P Q 7 12 4X10(**) 5X5(**) 8X12(**) 3X4(**) 5X5(**) 4X8 3X4(**) 8X12(**) 5X5(**) 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1,T4 2x4 SP #1; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W2 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 21.75 BC: From 10 plf at 21.75 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 Plating Notes All plates are 3X4 except as noted. (**) 9 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 21.85 TC 24 16.75 33.50 BC 89 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1513 /-/-/513 /725 /304 Q 1406 /-/-/522 /663 /- Wind reactions based on MW FRS P Brg W id = 5.5 Min Req =1.8 (Truss) Q Brg W id = -Min Req =- Bearing P Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1127 -2341 C - D 1081 -2225 D - E 929 -2010 E - F 418 -777 Chords Tens.Comp. F - G 418 -776 G - H 932 -2015 H - I 1086 -2234 I - J 1119 -2391 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1825 -874 L - K 1667 -759 Chords Tens.Comp. K - J 1837 -881 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - L 227 -270 L - M 553 -156 M - E 553 -157 M - N 222 -231 E - N 440 -1060 F - N 427 -178 Webs Tens.Comp. N - G 447 -1071 N - O 220 -224 G - O 564 -163 O - K 564 -163 K - H 240 -284 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.381 G 999 536 VERT(CL):0.485 G 828 536 HORZ(LL):-0.306 N - - HORZ(TL):0.317 N - - Creep Factor: 2.0 Max TC CSI:0.553 Max BC CSI:0.994 Max Web CSI:0.676 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T09 Ply: 1 Qty:5 Wgt: 219.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T2 T4 M1 M1 B1 B2 B1 W1 W2 W3 W4 W3 W2 W1 10'6'33'6" 6'11"6 6'11"6 11'9" 4'9"10 16'9" 5' 21'9" 5' 26'6"9 4'9"9 33'6" 6'11"7 11'9" 11'9" 21'9" 10' 33'6" 11'9"1'8" 1'11'0"15A B C D E F G H I J KL M N O P Q 7 12 4X10(**) 5X5(**) 8X12(**) 3X4(**) 5X5(**) 4X8 3X4(**) 8X12(**) 5X5(**) 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; T2 2x4 SP #2; Bot chord: 2x8 SP #1; Webs: 2x4 SP #3; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 10.06 TC: From 28 plf at 10.06 to 28 plf at 22.50 TC: From 56 plf at 22.50 to 56 plf at 34.83 BC: From 5 plf at 0.00 to 5 plf at 34.83 PLB: From 20 plf at 12.62 to 20 plf at 14.67 PLB: From 20 plf at 20.16 to 20 plf at 22.21 BC: 1404 lb Conc. Load at 2.06, 4.06 BC: 1422 lb Conc. Load at 6.06 BC: 1430 lb Conc. Load at 8.06 BC: 1884 lb Conc. Load at 10.06,12.06,16.06,16.77 18.77 BC: 1881 lb Conc. Load at 14.06 BC: 1878 lb Conc. Load at 20.77,22.77 BC: 1406 lb Conc. Load at 24.77,26.77,28.77,30.77 32.77 Plating Notes (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 12.33 TC 24 12.33 22.50 TC 24 22.50 34.83 BC 120 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord 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. Blocking Apply additional nailing over the following bearings with fasteners at 9'' oc perpendicular to grain and 4'' oc parallel to grain. In lieu of additional nailing, apply blocking reinforcement to prevent buckling of members over the bearings: Bearing 1 located at 0.0' (blocking >= 3.50'' if used) Bearing 2 located at 34.4' (blocking >= 3.50'' if used) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 14939 /-/-/-/7098 /- T 14666 /-/-/-/6894 /- Wind reactions based on MW FRS S Brg W id = 5.5 Min Req =4.4 (Truss) T Brg W id = 5.5 Min Req =4.3 (Truss) Bearings S & T Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2739 -5769 B - C 2725 -5744 C - D 2741 -5789 D - E 2481 -5269 E - F 2389 -5115 Chords Tens.Comp. F - G 2389 -5115 G - H 2417 -5172 H - I 2652 -5659 I - J 2646 -5634 J - K 2659 -5659 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4977 -2361 R - Q 4933 -2340 Q - P 5057 -2391 P - O 4619 -2173 Chords Tens.Comp. O - N 4532 -2115 N - M 4945 -2316 M - L 4838 -2271 L - K 4882 -2291 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 38 -16 C - Q 189 -81 Q - D 714 -349 D - P 350 -701 E - P 1763 -847 E - O 855 -373 F - O 7 -6 Webs Tens.Comp. O - G 1006 -473 G - N 1581 -727 N - H 321 -662 H - M 663 -312 M - I 166 -71 I - L 58 -24 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.34 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.259 F 999 550 VERT(CL):0.413 F 999 550 HORZ(LL):0.066 D - - HORZ(TL):0.106 D - - Creep Factor: 2.0 Max TC CSI:0.824 Max BC CSI:0.732 Max Web CSI:0.672 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T10 Ply: 4 Qty:1 Wgt: 1198.4 lbs Page 1 of 2 DRW : .../...07/07/2025 T1 T2 T1 M1 M1 B1 B2 B1 W1 W2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W1 34'10" 4'2"8 4'2"8 8'5" 4'2"8 12'4" 3'11" 17'5" 5'1" 22'6" 5'1" 26'5" 3'11" 30'7"8 4'2"8 34'10" 4'2"8 4'0"12 4'0"12 8'1"8 4'0"12 12'4" 4'2"8 17'5" 5'1" 22'6" 5'1" 26'8"8 4'2"8 30'9"4 4'0"12 34'10" 4'0"12 11"2 7'7"5A B C D E F G H I J K LMNOPQRS T 6.5 12 H1010(**)3X4 3X4 3X4 4X5 4X4 8X8(**) 10X12(**) 3X4 6X8 8X8(**) 10X12(**) 3X4 4X5 3X4 3X4 3X4H1010(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; T2 2x4 SP #2; Bot chord: 2x8 SP #1; Webs: 2x4 SP #3; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 10.06 TC: From 28 plf at 10.06 to 28 plf at 22.50 TC: From 56 plf at 22.50 to 56 plf at 34.83 BC: From 5 plf at 0.00 to 5 plf at 34.83 PLB: From 20 plf at 12.62 to 20 plf at 14.67 PLB: From 20 plf at 20.16 to 20 plf at 22.21 BC: 1404 lb Conc. Load at 2.06, 4.06 BC: 1422 lb Conc. Load at 6.06 BC: 1430 lb Conc. Load at 8.06 BC: 1884 lb Conc. Load at 10.06,12.06,16.06,16.77 18.77 BC: 1881 lb Conc. Load at 14.06 BC: 1878 lb Conc. Load at 20.77,22.77 BC: 1406 lb Conc. Load at 24.77,26.77,28.77,30.77 32.77 Plating Notes (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 12.33 TC 24 12.33 22.50 TC 24 22.50 34.83 BC 120 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord 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. Blocking Apply additional nailing over the following bearings with fasteners at 9'' oc perpendicular to grain and 4'' oc parallel to grain. In lieu of additional nailing, apply blocking reinforcement to prevent buckling of members over the bearings: Bearing 1 located at 0.0' (blocking >= 3.50'' if used) Bearing 2 located at 34.4' (blocking >= 3.50'' if used) Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 14939 /-/-/-/7098 /- T 14666 /-/-/-/6894 /- Wind reactions based on MW FRS S Brg W id = 5.5 Min Req =4.4 (Truss) T Brg W id = 5.5 Min Req =4.3 (Truss) Bearings S & T Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2739 -5769 B - C 2725 -5744 C - D 2741 -5789 D - E 2481 -5269 E - F 2389 -5115 Chords Tens.Comp. F - G 2389 -5115 G - H 2417 -5172 H - I 2652 -5659 I - J 2646 -5634 J - K 2659 -5659 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 4977 -2361 R - Q 4933 -2340 Q - P 5057 -2391 P - O 4619 -2173 Chords Tens.Comp. O - N 4532 -2115 N - M 4945 -2316 M - L 4838 -2271 L - K 4882 -2291 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 38 -16 C - Q 189 -81 Q - D 714 -349 D - P 350 -701 E - P 1763 -847 E - O 855 -373 F - O 7 -6 Webs Tens.Comp. O - G 1006 -473 G - N 1581 -727 N - H 321 -662 H - M 663 -312 M - I 166 -71 I - L 58 -24 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.34 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): HS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.259 F 999 550 VERT(CL):0.413 F 999 550 HORZ(LL):0.066 D - - HORZ(TL):0.106 D - - Creep Factor: 2.0 Max TC CSI:0.824 Max BC CSI:0.732 Max Web CSI:0.672 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T10 Ply: 4 Qty:1 Wgt: 1198.4 lbs Page 1 of 2 DRW : .../...07/07/2025 T1 T2 T1 M1 M1 B1 B2 B1 W1 W2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W1 34'10" 4'2"8 4'2"8 8'5" 4'2"8 12'4" 3'11" 17'5" 5'1" 22'6" 5'1" 26'5" 3'11" 30'7"8 4'2"8 34'10" 4'2"8 4'0"12 4'0"12 8'1"8 4'0"12 12'4" 4'2"8 17'5" 5'1" 22'6" 5'1" 26'8"8 4'2"8 30'9"4 4'0"12 34'10" 4'0"12 11"2 7'7"5A B C D E F G H I J K LMNOPQRS T 6.5 12 H1010(**)3X4 3X4 3X4 4X5 4X4 8X8(**) 10X12(**) 3X4 6X8 8X8(**) 10X12(**) 3X4 4X5 3X4 3X4 3X4H1010(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Additional Notes The overall height of this truss excluding overhang is 7-7-5. Job Number:30588 Alderman Residence Truss Label:T10 Ply: 4 Qty:1 Wgt: 1198.4 lbs Page 2 of 2 DRW : .../...07/07/2025 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 6.50 TC 24 6.50 14.67 BC 120 0.00 13.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 4-9-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 532 /-/-/194 /248 /107 I 532 /-/-/194 /248 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) I Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 45 0 B - C 326 -527 C - D 264 -467 Chords Tens.Comp. D - E 265 -467 E - F 325 -527 F - G 45 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 342 -74 Chords Tens.Comp. H - F 342 -74 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 212 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.48 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.041 C 999 240 VERT(CL):0.058 C 999 208 HORZ(LL):-0.038 C - - HORZ(TL):0.051 C - - Creep Factor: 2.0 Max TC CSI:0.396 Max BC CSI:0.307 Max Web CSI:0.081 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T11 Ply: 1 Qty:1 Wgt: 63.0 lbs DRW : .../...07/07/2025 T1 T1 M1 M1 B1 W1 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'8"1'8"1'5'1"3A B C D E F G H I 7 12 4X10(**) 3X4 4X4 3X4 3X4 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 6.50 TC 24 6.50 14.67 BC 120 0.00 13.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. 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 is 4-9-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 532 /-/-/194 /248 /107 I 532 /-/-/194 /248 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) I Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 45 0 B - C 326 -527 C - D 264 -467 Chords Tens.Comp. D - E 265 -467 E - F 325 -527 F - G 45 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 342 -74 Chords Tens.Comp. H - F 342 -74 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 212 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.48 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.041 C 999 240 VERT(CL):0.058 C 999 208 HORZ(LL):-0.038 C - - HORZ(TL):0.051 C - - Creep Factor: 2.0 Max TC CSI:0.396 Max BC CSI:0.307 Max Web CSI:0.081 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T11 Ply: 1 Qty:1 Wgt: 63.0 lbs DRW : .../...07/07/2025 T1 T1 M1 M1 B1 W1 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'8"1'8"1'5'1"3A B C D E F G H I 7 12 4X10(**) 3X4 4X4 3X4 3X4 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 18.67 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 759 /-/-/246 /317 /121 I 759 /-/-/246 /317 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) I Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 564 -977 C - D 450 -852 Chords Tens.Comp. D - E 451 -852 E - F 563 -977 F - G 41 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 671 -202 Chords Tens.Comp. H - F 671 -202 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 280 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.082 C 999 272 VERT(CL):0.131 C 999 272 HORZ(LL):-0.066 C - - HORZ(TL):0.104 C - - Creep Factor: 2.0 Max TC CSI:0.648 Max BC CSI:0.608 Max Web CSI:0.131 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T13 Ply: 1 Qty:1 Wgt: 77.0 lbs DRW : .../...07/07/2025 T1 T1 M1 M1 B1 B1 W1 17' 8'6" 8'6" 17' 8'6" 8'6" 8'6" 17' 8'6"1'8"1'8" 11"2 5'10"1A B C D E F G H I 6.5 12 3X8(**) 3X4 5X5(**) 5X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 18.67 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 759 /-/-/246 /317 /121 I 759 /-/-/246 /317 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) I Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 564 -977 C - D 450 -852 Chords Tens.Comp. D - E 451 -852 E - F 563 -977 F - G 41 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 671 -202 Chords Tens.Comp. H - F 671 -202 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - H 280 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.082 C 999 272 VERT(CL):0.131 C 999 272 HORZ(LL):-0.066 C - - HORZ(TL):0.104 C - - Creep Factor: 2.0 Max TC CSI:0.648 Max BC CSI:0.608 Max Web CSI:0.131 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T13 Ply: 1 Qty:1 Wgt: 77.0 lbs DRW : .../...07/07/2025 T1 T1 M1 M1 B1 B1 W1 17' 8'6" 8'6" 17' 8'6" 8'6" 8'6" 17' 8'6"1'8"1'8" 11"2 5'10"1A B C D E F G H I 6.5 12 3X8(**) 3X4 5X5(**) 5X5(**) 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 17.00 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 764 /-/-/247 /319 /141 H 654 /-/-/254 /265 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) H Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 456 -987 C - D 347 -864 Chords Tens.Comp. D - E 345 -860 E - F 465 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 682 -190 Chords Tens.Comp. G - F 682 -190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 280 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.080 C 999 272 VERT(CL):0.141 E 999 272 HORZ(LL):-0.065 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.677 Max BC CSI:0.616 Max Web CSI:0.110 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T13A Ply: 1 Qty:1 Wgt: 74.2 lbs DRW : .../...07/07/2025 T1 T2 M1 M1 B1 B1 W1 17' 8'6" 8'6" 17' 8'6" 8'6" 8'6" 17' 8'6"1'8" 11"2 5'10"1A B C D E F G H 6.5 12 3X8(**) 3X4 5X5(**) 5X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 17.00 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 764 /-/-/247 /319 /141 H 654 /-/-/254 /265 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) H Brg W id = 5.5 Min Req =1.5 (Truss) Bearings B & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 456 -987 C - D 347 -864 Chords Tens.Comp. D - E 345 -860 E - F 465 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 682 -190 Chords Tens.Comp. G - F 682 -190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 280 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.080 C 999 272 VERT(CL):0.141 E 999 272 HORZ(LL):-0.065 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.677 Max BC CSI:0.616 Max Web CSI:0.110 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T13A Ply: 1 Qty:1 Wgt: 74.2 lbs DRW : .../...07/07/2025 T1 T2 M1 M1 B1 B1 W1 17' 8'6" 8'6" 17' 8'6" 8'6" 8'6" 17' 8'6"1'8" 11"2 5'10"1A B C D E F G H 6.5 12 3X8(**) 3X4 5X5(**) 5X5(**) 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 17.00 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 764 /-/-/247 /319 /141 F 654 /-/-/254 /265 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) F Brg W id = -Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 456 -987 C - D 347 -864 Chords Tens.Comp. D - E 345 -860 E - F 465 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 682 -190 Chords Tens.Comp. G - F 682 -190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 280 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.080 C 999 272 VERT(CL):0.141 E 999 272 HORZ(LL):-0.065 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.677 Max BC CSI:0.616 Max Web CSI:0.110 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T13B Ply: 1 Qty:3 Wgt: 74.2 lbs DRW : .../...07/07/2025 T1 T2 M1 M1 B1 B1 W1 17' 8'6" 8'6" 17' 8'6" 8'6" 8'6" 17' 8'6"1'8" 11"2 5'10"1A B C D E F G 6.5 12 3X8(**) 3X4 5X5(**) 5X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 #2; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 17.00 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 764 /-/-/247 /319 /141 F 654 /-/-/254 /265 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Truss) F Brg W id = -Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 456 -987 C - D 347 -864 Chords Tens.Comp. D - E 345 -860 E - F 465 -1001 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 682 -190 Chords Tens.Comp. G - F 682 -190 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - G 280 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):-0.080 C 999 272 VERT(CL):0.141 E 999 272 HORZ(LL):-0.065 C - - HORZ(TL):0.098 C - - Creep Factor: 2.0 Max TC CSI:0.677 Max BC CSI:0.616 Max Web CSI:0.110 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T13B Ply: 1 Qty:3 Wgt: 74.2 lbs DRW : .../...07/07/2025 T1 T2 M1 M1 B1 B1 W1 17' 8'6" 8'6" 17' 8'6" 8'6" 8'6" 17' 8'6"1'8" 11"2 5'10"1A B C D E F G 6.5 12 3X8(**) 3X4 5X5(**) 5X5(**) 3X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T1,T2 2x4 SP #2; Bot chord: 2x6 SP #2; B2,B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; W2 2x4 SP #2; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.67 to 56 plf at 17.06 TC: From 28 plf at 17.06 to 28 plf at 27.83 TC: From 56 plf at 27.83 to 56 plf at 36.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 15.80 BC: From 5 plf at 15.80 to 5 plf at 27.69 BC: From 10 plf at 27.69 to 10 plf at 34.83 BC: From 5 plf at 34.83 to 5 plf at 36.50 TC: 184 lb Conc. Load at 17.77,19.77,21.77,23.77 25.77 TC: 253 lb Conc. Load at 27.82 BC: 1165 lb Conc. Load at 17.06 BC: 105 lb Conc. Load at 17.77,19.77,21.77,23.77 25.77 BC: 428 lb Conc. Load at 27.82 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 10.00 TC 24 10.00 27.83 TC 24 27.83 36.50 BC 82 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Blocking Blocking reinforcement required to prevent buckling of members over the bearings: Bearing 2 located at 34.4' (blocking >= 3.50'' if used) Additional Notes The overall height of this truss excluding overhang is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 2392 /-/-/-/793 /- S 3034 /-/-/-/763 /- Wind reactions based on MW FRS R Brg W id = 5.5 Min Req =2.8 (Truss) S Brg W id = 5.5 Min Req =3.6 (Truss) Bearings R & S Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -24 B - C 1267 -3924 C - D 1242 -3879 D - E 1159 -3797 E - F 1135 -3735 F - G 1887 -6554 Chords Tens.Comp. G - H 1887 -6554 H - I 1590 -6409 I - J 1112 -4971 J - K 1160 -4954 K - L 1186 -5005 L - M 41 -24 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3293 -1046 Q - P 4490 -1353 P - O 6463 -1618 Chords Tens.Comp. O - N 4385 -967 N - L 4185 -972 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - Q 62 -178 E - Q 3281 -955 Q - F 1097 -3603 F - P 2577 -667 P - H 203 -337 Webs Tens.Comp. G - P 214 -460 H - O 419 -819 O - I 2504 -771 I - N 168 0 N - J 268 -72 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft 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 8th Ed. 2023 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):0.386 G 999 557 VERT(CL):0.621 G 672 557 HORZ(LL):0.096 E - - HORZ(TL):0.155 E - - Creep Factor: 2.0 Max TC CSI:0.961 Max BC CSI:0.970 Max Web CSI:0.982 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T14 Ply: 1 Qty:1 Wgt: 226.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 M1 B1 B2 B3 B4 W1 W2 W3 W4 W5 W4 W5 W4 W5 W6 34'10" 4'7"12 4'7"12 8'6" 3'10"4 10' 1'6" 15'9"9 5'9"9 21'7"3 5'9"9 27'10" 6'2"13 30'10"5 3'0"5 33'10"6 3'0"1 34'10" 11"10 8'7"12 8'7"12 15'9"9 7'1"13 21'10"11 6'1"1 27'8"4 5'9"9 34'3"8 6'7"4 34'10" 6"8 1'8"1'8" 11"2 5'10"1(a) A B C D E F G H I J K L M NOPQR S 6.5 12 6X10(**) 4X5 3X4 5X7(**) 10X12(**) 6X8(**) 3X4 H1010(**)(I) 6X8(**) 5X7 H1010(**)(I) 8X8(**) 3X4 3X8(**) 10X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T1,T2 2x4 SP #2; Bot chord: 2x6 SP #2; B2,B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; W2 2x4 SP #2; Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.67 to 56 plf at 17.06 TC: From 28 plf at 17.06 to 28 plf at 27.83 TC: From 56 plf at 27.83 to 56 plf at 36.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 15.80 BC: From 5 plf at 15.80 to 5 plf at 27.69 BC: From 10 plf at 27.69 to 10 plf at 34.83 BC: From 5 plf at 34.83 to 5 plf at 36.50 TC: 184 lb Conc. Load at 17.77,19.77,21.77,23.77 25.77 TC: 253 lb Conc. Load at 27.82 BC: 1165 lb Conc. Load at 17.06 BC: 105 lb Conc. Load at 17.77,19.77,21.77,23.77 25.77 BC: 428 lb Conc. Load at 27.82 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 8.50 TC 24 8.50 10.00 TC 24 10.00 27.83 TC 24 27.83 36.50 BC 82 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Blocking Blocking reinforcement required to prevent buckling of members over the bearings: Bearing 2 located at 34.4' (blocking >= 3.50'' if used) Additional Notes The overall height of this truss excluding overhang is 5-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 2392 /-/-/-/793 /- S 3034 /-/-/-/763 /- Wind reactions based on MW FRS R Brg W id = 5.5 Min Req =2.8 (Truss) S Brg W id = 5.5 Min Req =3.6 (Truss) Bearings R & S Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -24 B - C 1267 -3924 C - D 1242 -3879 D - E 1159 -3797 E - F 1135 -3735 F - G 1887 -6554 Chords Tens.Comp. G - H 1887 -6554 H - I 1590 -6409 I - J 1112 -4971 J - K 1160 -4954 K - L 1186 -5005 L - M 41 -24 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 3293 -1046 Q - P 4490 -1353 P - O 6463 -1618 Chords Tens.Comp. O - N 4385 -967 N - L 4185 -972 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - Q 62 -178 E - Q 3281 -955 Q - F 1097 -3603 F - P 2577 -667 P - H 203 -337 Webs Tens.Comp. G - P 214 -460 H - O 419 -819 O - I 2504 -771 I - N 168 0 N - J 268 -72 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.85 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft 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 8th Ed. 2023 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):0.386 G 999 557 VERT(CL):0.621 G 672 557 HORZ(LL):0.096 E - - HORZ(TL):0.155 E - - Creep Factor: 2.0 Max TC CSI:0.961 Max BC CSI:0.970 Max Web CSI:0.982 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T14 Ply: 1 Qty:1 Wgt: 226.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 M1 B1 B2 B3 B4 W1 W2 W3 W4 W5 W4 W5 W4 W5 W6 34'10" 4'7"12 4'7"12 8'6" 3'10"4 10' 1'6" 15'9"9 5'9"9 21'7"3 5'9"9 27'10" 6'2"13 30'10"5 3'0"5 33'10"6 3'0"1 34'10" 11"10 8'7"12 8'7"12 15'9"9 7'1"13 21'10"11 6'1"1 27'8"4 5'9"9 34'3"8 6'7"4 34'10" 6"8 1'8"1'8" 11"2 5'10"1(a) A B C D E F G H I J K L M NOPQR S 6.5 12 6X10(**) 4X5 3X4 5X7(**) 10X12(**) 6X8(**) 3X4 H1010(**)(I) 6X8(**) 5X7 H1010(**)(I) 8X8(**) 3X4 3X8(**) 10X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; Bot chord: 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 8 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 9.00 TC 24 9.00 25.83 TC 24 25.83 36.50 BC 120 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-9-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1343 /-/-/514 /554 /131 O 1343 /-/-/514 /554 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Support) O Brg W id = 5.5 Min Req =1.5 (Support) Bearings B & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 1223 -2045 C - D 1171 -1937 D - E 1174 -1824 E - F 1479 -2062 Chords Tens.Comp. F - G 1479 -2062 G - H 1173 -1824 H - I 1171 -1937 I - J 1222 -2045 J - K 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1599 -868 N - M 1587 -835 Chords Tens.Comp. M - L 1587 -855 L - J 1599 -889 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 122 -90 E - N 236 -22 E - M 586 -477 F - M 554 -500 Webs Tens.Comp. M - G 586 -477 G - L 236 -24 L - H 122 -89 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.99 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft 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 8th Ed. 2023 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):0.138 F 999 557 VERT(CL):0.217 F 999 557 HORZ(LL):0.059 I - - HORZ(TL):0.092 I - - Creep Factor: 2.0 Max TC CSI:0.387 Max BC CSI:0.717 Max Web CSI:0.889 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T15 Ply: 1 Qty:1 Wgt: 198.8 lbs DRW : .../...07/07/2025 T1 T2 T2 T1 M1 M1 B1 B2 B2 B1 W1 W2 W3 W2 W3 W2 W1 34'10" 5'1"14 5'1"14 9' 3'10"2 17'5" 8'5" 25'10" 8'5" 29'8"2 3'10"2 34'10" 5'1"14 9'1"12 9'1"12 17'5" 8'3"4 25'8"4 8'3"4 34'10" 9'1"121'8"1'8" 11"2 6'1"5A B C D E F G H I J K LMN O 6.5 12 4X10(**) 3X4 3X4 5X7(**) 5X7(**) 5X5(**) 5X7(**) 5X7(**) 5X7(**) 3X4 3X4 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; Bot chord: 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3; Lt Slider: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 8 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 9.00 TC 24 9.00 25.83 TC 24 25.83 36.50 BC 120 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 5-9-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1343 /-/-/514 /554 /131 O 1343 /-/-/514 /554 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.5 (Support) O Brg W id = 5.5 Min Req =1.5 (Support) Bearings B & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 1223 -2045 C - D 1171 -1937 D - E 1174 -1824 E - F 1479 -2062 Chords Tens.Comp. F - G 1479 -2062 G - H 1173 -1824 H - I 1171 -1937 I - J 1222 -2045 J - K 42 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1599 -868 N - M 1587 -835 Chords Tens.Comp. M - L 1587 -855 L - J 1599 -889 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 122 -90 E - N 236 -22 E - M 586 -477 F - M 554 -500 Webs Tens.Comp. M - G 586 -477 G - L 236 -24 L - H 122 -89 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.99 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft 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 8th Ed. 2023 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):0.138 F 999 557 VERT(CL):0.217 F 999 557 HORZ(LL):0.059 I - - HORZ(TL):0.092 I - - Creep Factor: 2.0 Max TC CSI:0.387 Max BC CSI:0.717 Max Web CSI:0.889 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T15 Ply: 1 Qty:1 Wgt: 198.8 lbs DRW : .../...07/07/2025 T1 T2 T2 T1 M1 M1 B1 B2 B2 B1 W1 W2 W3 W2 W3 W2 W1 34'10" 5'1"14 5'1"14 9' 3'10"2 17'5" 8'5" 25'10" 8'5" 29'8"2 3'10"2 34'10" 5'1"14 9'1"12 9'1"12 17'5" 8'3"4 25'8"4 8'3"4 34'10" 9'1"121'8"1'8" 11"2 6'1"5A B C D E F G H I J K LMN O 6.5 12 4X10(**) 3X4 3X4 5X7(**) 5X7(**) 5X5(**) 5X7(**) 5X7(**) 5X7(**) 3X4 3X4 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.00 TC 24 11.00 23.83 TC 24 23.83 36.50 BC 108 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-10-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1347 /-/-/521 /400 /161 O 1347 /-/-/521 /400 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.6 (Truss) O Brg W id = 5.5 Min Req =1.6 (Truss) Bearings B & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 1142 -2142 C - D 1096 -1955 D - E 1063 -1756 E - F 1180 -1732 Chords Tens.Comp. F - G 1180 -1732 G - H 1062 -1756 H - I 1095 -1955 I - J 1141 -2142 J - K 41 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1623 -800 N - M 1497 -681 Chords Tens.Comp. M - L 1497 -701 L - J 1623 -821 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 167 -186 E - N 313 -42 E - M 404 -298 F - M 426 -377 Webs Tens.Comp. M - G 404 -298 G - L 313 -43 L - H 167 -186 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.53 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.48 ft 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 8th Ed. 2023 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 F 999 557 VERT(CL):0.247 F 999 557 HORZ(LL):0.081 I - - HORZ(TL):0.127 I - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.982 Max Web CSI:0.463 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T16 Ply: 1 Qty:1 Wgt: 204.4 lbs DRW : .../...07/07/2025 T1 T2 T1 M1 M1 B1 B2 B1 W1 W2 W3 W2 W3 W2 W1 34'10" 6'5" 6'5" 11' 4'7" 17'5" 6'5" 23'10" 6'5" 28'5" 4'7" 34'10" 6'5" 11' 11' 17'5" 6'5" 23'10" 6'5" 34'10" 11'1'8"1'8" 11"2 7'2"5A B C D E F G H I J K LMN O 6.5 12 4X10(**) 3X4 3X4 5X7(**) 5X5(**) 3X4 3X8 5X7(**) 5X5(**) 3X4 3X4 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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: 2x6 SP #2; block length = 1.500' Rt Slider: 2x6 SP #2; block length = 1.500' Plating Notes (**) 6 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.00 TC 24 11.00 23.83 TC 24 23.83 36.50 BC 108 0.00 34.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-10-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1347 /-/-/521 /400 /161 O 1347 /-/-/521 /400 /- Wind reactions based on MW FRS B Brg W id = 5.5 Min Req =1.6 (Truss) O Brg W id = 5.5 Min Req =1.6 (Truss) Bearings B & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 0 B - C 1142 -2142 C - D 1096 -1955 D - E 1063 -1756 E - F 1180 -1732 Chords Tens.Comp. F - G 1180 -1732 G - H 1062 -1756 H - I 1095 -1955 I - J 1141 -2142 J - K 41 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1623 -800 N - M 1497 -681 Chords Tens.Comp. M - L 1497 -701 L - J 1623 -821 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - N 167 -186 E - N 313 -42 E - M 404 -298 F - M 426 -377 Webs Tens.Comp. M - G 404 -298 G - L 313 -43 L - H 167 -186 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.53 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.48 ft 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 8th Ed. 2023 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 F 999 557 VERT(CL):0.247 F 999 557 HORZ(LL):0.081 I - - HORZ(TL):0.127 I - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.982 Max Web CSI:0.463 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T16 Ply: 1 Qty:1 Wgt: 204.4 lbs DRW : .../...07/07/2025 T1 T2 T1 M1 M1 B1 B2 B1 W1 W2 W3 W2 W3 W2 W1 34'10" 6'5" 6'5" 11' 4'7" 17'5" 6'5" 23'10" 6'5" 28'5" 4'7" 34'10" 6'5" 11' 11' 17'5" 6'5" 23'10" 6'5" 34'10" 11'1'8"1'8" 11"2 7'2"5A B C D E F G H I J K LMN O 6.5 12 4X10(**) 3X4 3X4 5X7(**) 5X5(**) 3X4 3X8 5X7(**) 5X5(**) 3X4 3X4 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 16.83 BC 120 0.15 15.02 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 741 /-/-/258 /167 /195 D 741 /-/-/258 /167 /- Wind reactions based on MW FRS B Brg W id = 6.0 Min Req =1.5 (Truss) D Brg W id = 6.0 Min Req =1.5 (Truss) Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 304 -724 Chords Tens.Comp. C - D 305 -724 D - E 68 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 456 -11 Chords Tens.Comp. F - D 456 -11 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 307 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 7-22 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 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 8th Ed. 2023 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):0.010 F 999 240 VERT(CL):0.015 F 999 238 HORZ(LL):-0.012 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.794 Max Web CSI:0.117 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T21 Ply: 1 Qty:1 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T1 B1 W1 15'2" 7'7" 7'7" 15'2" 7'7" 7'7" 7'7" 15'2" 7'7"1'8"1'8" 5"1 8'1"1A B C D EF 10 12 3X4(B1) 4X4(**) 3X4 3X4(B1) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 16.83 BC 120 0.15 15.02 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 741 /-/-/258 /167 /195 D 741 /-/-/258 /167 /- Wind reactions based on MW FRS B Brg W id = 6.0 Min Req =1.5 (Truss) D Brg W id = 6.0 Min Req =1.5 (Truss) Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 304 -724 Chords Tens.Comp. C - D 305 -724 D - E 68 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 456 -11 Chords Tens.Comp. F - D 456 -11 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 307 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 7-22 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 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 8th Ed. 2023 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):0.010 F 999 240 VERT(CL):0.015 F 999 238 HORZ(LL):-0.012 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.794 Max Web CSI:0.117 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T21 Ply: 1 Qty:1 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T1 B1 W1 15'2" 7'7" 7'7" 15'2" 7'7" 7'7" 7'7" 15'2" 7'7"1'8"1'8" 5"1 8'1"1A B C D EF 10 12 3X4(B1) 4X4(**) 3X4 3X4(B1) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x8 SP #1; block length = 1.500' Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 14.21 BC 120 0.15 14.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 713 /-/-/245 /162 /212 G 597 /-/-/221 /125 /- Wind reactions based on MW FRS B Brg W id = 6.0 Min Req =1.5 (Truss) G Brg W id = -Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 207 -676 Chords Tens.Comp. C - D 212 -642 D - E 258 -742 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 416 -44 Chords Tens.Comp. F - E 417 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 291 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 7-22 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 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 8th Ed. 2023 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):-0.047 D 999 240 VERT(CL):-0.088 D 999 224 HORZ(LL):0.073 D - - HORZ(TL):0.104 D - - Creep Factor: 2.0 Max TC CSI:0.674 Max BC CSI:0.874 Max Web CSI:0.111 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T22 Ply: 1 Qty:4 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T2 M1 B1 W1 14'2"8 7'7" 7'7" 14'2"8 6'7"8 7'7" 7'7" 14'2"8 6'7"81'8" 5"1 1'2"10 8'1"1A B C D E F G 10 12 3X4(B1) 4X4(**) 3X4 3X4 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x8 SP #1; block length = 1.500' Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 14.21 BC 120 0.15 14.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 713 /-/-/245 /162 /212 G 597 /-/-/221 /125 /- Wind reactions based on MW FRS B Brg W id = 6.0 Min Req =1.5 (Truss) G Brg W id = -Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 207 -676 Chords Tens.Comp. C - D 212 -642 D - E 258 -742 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 416 -44 Chords Tens.Comp. F - E 417 -44 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 291 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 7-22 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 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 8th Ed. 2023 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):-0.047 D 999 240 VERT(CL):-0.088 D 999 224 HORZ(LL):0.073 D - - HORZ(TL):0.104 D - - Creep Factor: 2.0 Max TC CSI:0.674 Max BC CSI:0.874 Max Web CSI:0.111 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T22 Ply: 1 Qty:4 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T2 M1 B1 W1 14'2"8 7'7" 7'7" 14'2"8 6'7"8 7'7" 7'7" 14'2"8 6'7"81'8" 5"1 1'2"10 8'1"1A B C D E F G 10 12 3X4(B1) 4X4(**) 3X4 3X4 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x8 SP #1; block length = 1.500' Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 14.33 BC 120 0.15 14.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 719 /-/-/247 /49 /213 E 600 /-/-/225 /38 /- Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 209 -686 Chords Tens.Comp. C - D 212 -650 D - E 274 -751 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 425 -42 Chords Tens.Comp. F - E 426 -42 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 296 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 7-22 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 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 8th Ed. 2023 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):0.084 D 999 240 VERT(CL):0.065 D 999 226 HORZ(LL):-0.113 D - - HORZ(TL):0.117 D - - Creep Factor: 2.0 Max TC CSI:0.665 Max BC CSI:0.874 Max Web CSI:0.113 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T23 Ply: 1 Qty:3 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T2 M1 B1 W1 14'4" SEAT PLATE REQ. 7'7" 7'7" 14'4" 6'9" 7'7" 7'7" 14'4" 6'9"1'8" 5"1 1'1"6 8'1"1A B C D E F 10 12 3X4(B1) 4X4(**) 3X4 3X4 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x8 SP #1; block length = 1.500' Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 14.33 BC 120 0.15 14.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 719 /-/-/247 /49 /213 E 600 /-/-/225 /38 /- Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 209 -686 Chords Tens.Comp. C - D 212 -650 D - E 274 -751 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 425 -42 Chords Tens.Comp. F - E 426 -42 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 296 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 7-22 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 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 8th Ed. 2023 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):0.084 D 999 240 VERT(CL):0.065 D 999 226 HORZ(LL):-0.113 D - - HORZ(TL):0.117 D - - Creep Factor: 2.0 Max TC CSI:0.665 Max BC CSI:0.874 Max Web CSI:0.113 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T23 Ply: 1 Qty:3 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T2 M1 B1 W1 14'4" SEAT PLATE REQ. 7'7" 7'7" 14'4" 6'9" 7'7" 7'7" 14'4" 6'9"1'8" 5"1 1'1"6 8'1"1A B C D E F 10 12 3X4(B1) 4X4(**) 3X4 3X4 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x8 SP #1; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 14.33 BC 84 0.15 14.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 790 /-/-/391 /452 /213 G*39 /-/-/22 /2 /- F /-173 Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) G Brg W id = 163 Min Req =- Bearings B & B are a rigid surface. Bearings B & B require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 744 -777 Chords Tens.Comp. C - D 771 -746 D - E 945 -961 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 475 -418 Chords Tens.Comp. F - E 476 -418 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 477 -771 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 7-22 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 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 8th Ed. 2023 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):-0.048 D 999 240 VERT(CL):0.084 D 968 180 HORZ(LL):0.058 D - - HORZ(TL):0.099 D - - Creep Factor: 2.0 Max TC CSI:0.900 Max BC CSI:0.965 Max Web CSI:0.599 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T23A Ply: 1 Qty:1 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T2 M1 B1 W1 14'4" SEAT PLATE REQ.SEAT PLATE REQ. 7'7" 7'7" 14'4" 6'9" 7'7" 7'7" 14'4" 6'9"1'8" 5"1 1'1"6 8'1"1A B C D E F G 10 12 3X4(B1) 4X4 4X10(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Rt Slider: 2x8 SP #1; block length = 1.500' Plating Notes All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.58 TC 24 7.58 14.33 BC 84 0.15 14.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 6-8-14. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 790 /-/-/391 /452 /213 G*39 /-/-/22 /2 /- F /-173 Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) G Brg W id = 163 Min Req =- Bearings B & B are a rigid surface. Bearings B & B require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 744 -777 Chords Tens.Comp. C - D 771 -746 D - E 945 -961 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 475 -418 Chords Tens.Comp. F - E 476 -418 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 477 -771 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 7-22 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 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 8th Ed. 2023 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):-0.048 D 999 240 VERT(CL):0.084 D 968 180 HORZ(LL):0.058 D - - HORZ(TL):0.099 D - - Creep Factor: 2.0 Max TC CSI:0.900 Max BC CSI:0.965 Max Web CSI:0.599 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T23A Ply: 1 Qty:1 Wgt: 72.8 lbs DRW : .../...07/07/2025 T1 T2 M1 B1 W1 14'4" SEAT PLATE REQ.SEAT PLATE REQ. 7'7" 7'7" 14'4" 6'9" 7'7" 7'7" 14'4" 6'9"1'8" 5"1 1'1"6 8'1"1A B C D E F G 10 12 3X4(B1) 4X4 4X10(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W3 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 11 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 22.09 TC 24 22.09 28.33 TC 24 28.33 41.67 BC 112 0.15 16.84 BC 6 16.81 17.33 BC 75 17.33 28.33 BC 75 28.33 39.33 BC 8 39.33 40.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member 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 is 10-1-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 591 /-/-/194 /228 /267 Q 1464 /-/-/683 /402 /- J 870 /-/-/429 /234 /- Wind reactions based on MW FRS S Brg W id = 6.0 Min Req =1.5 (Truss) Q Brg W id = 8.0 Min Req =1.7 (Truss) J Brg W id = 8.0 Min Req =1.5 (Truss) Bearings Q & K are a rigid surface. Bearing S Fcperp = 565psi. Bearings Q & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 946 -1248 C - D 401 -193 D - E 414 -827 Chords Tens.Comp. E - F 266 -1334 F - G 290 -1324 G - H 489 -1528 H - I 68 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1191 -851 R - P 1187 -856 Q - O 109 -225 O - N 139 -281 Chords Tens.Comp. N - M 1005 -215 M - L 1290 -236 L - K 45 -41 K - J 28 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 269 0 C - P 1033 -1417 P - Q 750 -1288 P - D 571 -977 D - N 1036 -282 N - E 321 -933 Webs Tens.Comp. E - M 398 -45 F - M 1220 -130 M - G 385 -331 G - L 90 -227 L - H 1131 -177 H - J 428 -830 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.92 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 ft 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 8th Ed. 2023 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):0.094 M 999 351 VERT(CL):0.162 C 999 351 HORZ(LL):0.075 J - - HORZ(TL):0.134 J - - Creep Factor: 2.0 Max TC CSI:0.699 Max BC CSI:0.985 Max Web CSI:0.769 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T24 Ply: 1 Qty:1 Wgt: 229.6 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 B1 B2 B3 B4 B4 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 17'23' SEAT PLATE REQ.SEAT PLATE REQ. 8'1"6 8'1"6 16'11"8 8'10"2 22'1"2 5'1"10 28'4" 6'2"14 33'8"9 5'4"9 40' 6'3"7 8'1"8 8'1"8 16'8" 8'6"8 17'4" 8" 21'9"10 4'5"10 28'4" 6'6"6 33'11"12 5'7"12 39'4" 5'4"4 40' 8"1'8" 1'8" 1'1" 4"1 1'6"1 11'5"14(a) A B C D E F G H I JK L M N O PQRS 2.5 12 10 12 7 12 4X5(**) 5X5(**) 5X7(**) 5X5 3X8 4X4 3X8(**) 4X4 5X7(**) 5X5(**) 6X8(**) 5X5(**) 4X4 4X5(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W3 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 11 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 22.09 TC 24 22.09 28.33 TC 24 28.33 41.67 BC 112 0.15 16.84 BC 6 16.81 17.33 BC 75 17.33 28.33 BC 75 28.33 39.33 BC 8 39.33 40.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member 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 is 10-1-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 591 /-/-/194 /228 /267 Q 1464 /-/-/683 /402 /- J 870 /-/-/429 /234 /- Wind reactions based on MW FRS S Brg W id = 6.0 Min Req =1.5 (Truss) Q Brg W id = 8.0 Min Req =1.7 (Truss) J Brg W id = 8.0 Min Req =1.5 (Truss) Bearings Q & K are a rigid surface. Bearing S Fcperp = 565psi. Bearings Q & K require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 946 -1248 C - D 401 -193 D - E 414 -827 Chords Tens.Comp. E - F 266 -1334 F - G 290 -1324 G - H 489 -1528 H - I 68 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 1191 -851 R - P 1187 -856 Q - O 109 -225 O - N 139 -281 Chords Tens.Comp. N - M 1005 -215 M - L 1290 -236 L - K 45 -41 K - J 28 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 269 0 C - P 1033 -1417 P - Q 750 -1288 P - D 571 -977 D - N 1036 -282 N - E 321 -933 Webs Tens.Comp. E - M 398 -45 F - M 1220 -130 M - G 385 -331 G - L 90 -227 L - H 1131 -177 H - J 428 -830 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.92 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 ft 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 8th Ed. 2023 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):0.094 M 999 351 VERT(CL):0.162 C 999 351 HORZ(LL):0.075 J - - HORZ(TL):0.134 J - - Creep Factor: 2.0 Max TC CSI:0.699 Max BC CSI:0.985 Max Web CSI:0.769 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T24 Ply: 1 Qty:1 Wgt: 229.6 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 B1 B2 B3 B4 B4 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 17'23' SEAT PLATE REQ.SEAT PLATE REQ. 8'1"6 8'1"6 16'11"8 8'10"2 22'1"2 5'1"10 28'4" 6'2"14 33'8"9 5'4"9 40' 6'3"7 8'1"8 8'1"8 16'8" 8'6"8 17'4" 8" 21'9"10 4'5"10 28'4" 6'6"6 33'11"12 5'7"12 39'4" 5'4"4 40' 8"1'8" 1'8" 1'1" 4"1 1'6"1 11'5"14(a) A B C D E F G H I JK L M N O PQRS 2.5 12 10 12 7 12 4X5(**) 5X5(**) 5X7(**) 5X5 3X8 4X4 3X8(**) 4X4 5X7(**) 5X5(**) 6X8(**) 5X5(**) 4X4 4X5(**) 4X4 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W3 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 22.09 TC 24 22.09 28.33 TC 24 28.33 40.00 BC 111 0.15 16.84 BC 6 16.81 17.33 BC 75 17.33 28.33 BC 75 28.33 39.33 BC 8 39.33 40.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member 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 is 10-1-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 591 /-/-/196 /227 /288 P 1468 /-/-/671 /423 /- I 760 /-/-/425 /198 /- Wind reactions based on MW FRS R Brg W id = 6.0 Min Req =1.5 (Truss) P Brg W id = 8.0 Min Req =1.7 (Truss) I Brg W id = 8.0 Min Req =1.5 (Truss) Bearings P & J are a rigid surface. Bearing R Fcperp = 565psi. Bearings P & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 441 -1249 C - D 375 -216 D - E 341 -833 Chords Tens.Comp. E - F 276 -1354 F - G 283 -1360 G - H 426 -1511 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1192 -405 Q - O 1187 -409 P - N 67 -224 N - M 90 -280 Chords Tens.Comp. M - L 1012 -249 L - K 1303 -285 K - J 42 -33 J - I 17 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 269 0 C - O 518 -1417 O - P 497 -1292 O - D 419 -981 D - M 1041 -270 M - E 308 -938 Webs Tens.Comp. E - L 298 -60 F - L 1222 -146 L - G 326 -350 G - K 112 -269 K - H 1128 -226 H - I 271 -724 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.40 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 ft 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 8th Ed. 2023 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):0.093 L 999 351 VERT(CL):0.162 C 999 351 HORZ(LL):0.075 I - - HORZ(TL):0.135 I - - Creep Factor: 2.0 Max TC CSI:0.701 Max BC CSI:0.974 Max Web CSI:0.766 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T24A Ply: 1 Qty:9 Wgt: 224.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 B1 B2 B3 B4 B4 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 17'23' SEAT PLATE REQ.SEAT PLATE REQ. 8'1"6 8'1"6 16'11"8 8'10"2 22'1"2 5'1"10 28'4" 6'2"14 34'5"2 6'1"2 40' 5'6"14 8'1"8 8'1"8 16'8" 8'6"8 17'4" 8" 21'9"10 4'5"10 28'4" 6'6"6 34'8"10 6'4"10 39'4" 4'7"6 40' 8"1'8" 1'1" 4"1 1'6"1 11'2"12(a) A B C D E F G H IJ K L M N O PQR 2.5 12 10 12 7 12 4X5(**) 5X5(**) 5X7(**) 5X5 3X8 4X4 3X8(**) 4X4 5X7(**) 5X5(**) 6X8(**) 3X4 4X4 4X5(**) 4X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W3 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 22.09 TC 24 22.09 28.33 TC 24 28.33 40.00 BC 111 0.15 16.84 BC 6 16.81 17.33 BC 75 17.33 28.33 BC 75 28.33 39.33 BC 8 39.33 40.00 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member 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 is 10-1-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 591 /-/-/196 /227 /288 P 1468 /-/-/671 /423 /- I 760 /-/-/425 /198 /- Wind reactions based on MW FRS R Brg W id = 6.0 Min Req =1.5 (Truss) P Brg W id = 8.0 Min Req =1.7 (Truss) I Brg W id = 8.0 Min Req =1.5 (Truss) Bearings P & J are a rigid surface. Bearing R Fcperp = 565psi. Bearings P & J require a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 441 -1249 C - D 375 -216 D - E 341 -833 Chords Tens.Comp. E - F 276 -1354 F - G 283 -1360 G - H 426 -1511 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1192 -405 Q - O 1187 -409 P - N 67 -224 N - M 90 -280 Chords Tens.Comp. M - L 1012 -249 L - K 1303 -285 K - J 42 -33 J - I 17 -23 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 269 0 C - O 518 -1417 O - P 497 -1292 O - D 419 -981 D - M 1041 -270 M - E 308 -938 Webs Tens.Comp. E - L 298 -60 F - L 1222 -146 L - G 326 -350 G - K 112 -269 K - H 1128 -226 H - I 271 -724 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.40 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.00 ft 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 8th Ed. 2023 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):0.093 L 999 351 VERT(CL):0.162 C 999 351 HORZ(LL):0.075 I - - HORZ(TL):0.135 I - - Creep Factor: 2.0 Max TC CSI:0.701 Max BC CSI:0.974 Max Web CSI:0.766 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T24A Ply: 1 Qty:9 Wgt: 224.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 B1 B2 B3 B4 B4 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 17'23' SEAT PLATE REQ.SEAT PLATE REQ. 8'1"6 8'1"6 16'11"8 8'10"2 22'1"2 5'1"10 28'4" 6'2"14 34'5"2 6'1"2 40' 5'6"14 8'1"8 8'1"8 16'8" 8'6"8 17'4" 8" 21'9"10 4'5"10 28'4" 6'6"6 34'8"10 6'4"10 39'4" 4'7"6 40' 8"1'8" 1'1" 4"1 1'6"1 11'2"12(a) A B C D E F G H IJ K L M N O PQR 2.5 12 10 12 7 12 4X5(**) 5X5(**) 5X7(**) 5X5 3X8 4X4 3X8(**) 4X4 5X7(**) 5X5(**) 6X8(**) 3X4 4X4 4X5(**) 4X4 4X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 3.33 BC 38 0.15 3.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 is 1-2-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 240 /-/-/63 /111 /45 D 72 /-/-/49 /27 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 2 -29 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 17 -35 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 158 -58 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 7-22 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 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 8th Ed. 2023 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):0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.287 Max BC CSI:0.052 Max Web CSI:0.039 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T25 Ply: 1 Qty:6 Wgt: 16.1 lbs DRW : .../...07/07/2025 T1 B1 W1 SEAT PLATE REQ. 3'4" 3'4"1'8" 4"2 1'2"21'6"10A B C DE 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x6 SP #2; Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 3.33 BC 38 0.15 3.33 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member 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 is 1-2-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 240 /-/-/63 /111 /45 D 72 /-/-/49 /27 /- Wind reactions based on MW FRS E Brg W id = 8.0 Min Req =1.5 (Truss) D Brg W id = 1.5 Min Req =- Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 Chords Tens.Comp. B - C 2 -29 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 17 -35 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - D 158 -58 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 7-22 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 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 8th Ed. 2023 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):0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.287 Max BC CSI:0.052 Max Web CSI:0.039 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T25 Ply: 1 Qty:6 Wgt: 16.1 lbs DRW : .../...07/07/2025 T1 B1 W1 SEAT PLATE REQ. 3'4" 3'4"1'8" 4"2 1'2"21'6"10A B C DE 3 12 3X4(**) 3X4 3X4 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 54 plf at -1.67 to 54 plf at 7.00 TC: From 27 plf at 7.00 to 27 plf at 11.83 BC: From 4 plf at -1.67 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 7.01 BC: From 5 plf at 7.01 to 5 plf at 11.83 TC: 347 lb Conc. Load at 7.01 TC: 156 lb Conc. Load at 9.06,11.06 BC: 235 lb Conc. Load at 7.01 BC: 93 lb Conc. Load at 9.06,11.06 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.00 TC 24 7.00 11.83 BC 99 0.15 11.83 Apply purlins to any chords above or below fillers at 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 is 2-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 775 /-/-/-/246 /- E 1010 /-/-/-/291 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -11 B - C 487 -1771 Chords Tens.Comp. C - D 13 -37 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1674 -451 Chords Tens.Comp. F - E 1705 -448 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 378 0 C - E 464 -1780 Webs Tens.Comp. D - E 138 -274 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 7-22 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 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 8th Ed. 2023 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):0.067 F 999 240 VERT(CL):0.106 F 999 187 HORZ(LL):0.019 E - - HORZ(TL):0.031 E - - Creep Factor: 2.0 Max TC CSI:0.814 Max BC CSI:0.970 Max Web CSI:0.823 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T26 Ply: 1 Qty:1 Wgt: 50.4 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W1 11'10" SEAT PLATE REQ. 7' 7' 11'10" 4'10" 7'1"12 7'1"12 11'10" 4'8"41'8" 4"2 2'1"22'5"10A B C D EFG 3 12 3X4(**) 5X7 3X4 3X4(**) 5X5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 54 plf at -1.67 to 54 plf at 7.00 TC: From 27 plf at 7.00 to 27 plf at 11.83 BC: From 4 plf at -1.67 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 7.01 BC: From 5 plf at 7.01 to 5 plf at 11.83 TC: 347 lb Conc. Load at 7.01 TC: 156 lb Conc. Load at 9.06,11.06 BC: 235 lb Conc. Load at 7.01 BC: 93 lb Conc. Load at 9.06,11.06 Plating Notes (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 7.00 TC 24 7.00 11.83 BC 99 0.15 11.83 Apply purlins to any chords above or below fillers at 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 is 2-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 775 /-/-/-/246 /- E 1010 /-/-/-/291 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -11 B - C 487 -1771 Chords Tens.Comp. C - D 13 -37 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1674 -451 Chords Tens.Comp. F - E 1705 -448 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 378 0 C - E 464 -1780 Webs Tens.Comp. D - E 138 -274 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 7-22 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 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 8th Ed. 2023 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):0.067 F 999 240 VERT(CL):0.106 F 999 187 HORZ(LL):0.019 E - - HORZ(TL):0.031 E - - Creep Factor: 2.0 Max TC CSI:0.814 Max BC CSI:0.970 Max Web CSI:0.823 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T26 Ply: 1 Qty:1 Wgt: 50.4 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W1 11'10" SEAT PLATE REQ. 7' 7' 11'10" 4'10" 7'1"12 7'1"12 11'10" 4'8"41'8" 4"2 2'1"22'5"10A B C D EFG 3 12 3X4(**) 5X7 3X4 3X4(**) 5X5 Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 9.00 TC 24 9.00 11.83 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 2-7-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 492 /-/-/168 /161 /92 E 368 /-/-/150 /127 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 323 -474 Chords Tens.Comp. C - D 3 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 404 -367 Chords Tens.Comp. F - E 415 -369 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 268 -29 C - E 472 -533 Webs Tens.Comp. D - E 132 -78 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 7-22 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 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 8th Ed. 2023 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):0.123 B 999 187 HORZ(LL):0.024 B - - HORZ(TL):0.038 B - - Creep Factor: 2.0 Max TC CSI:0.781 Max BC CSI:0.581 Max Web CSI:0.140 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T27 Ply: 1 Qty:1 Wgt: 51.8 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W1 11'10" SEAT PLATE REQ. 9' 9' 11'10" 2'10" 9'1"12 9'1"12 11'10" 2'8"41'8" 4"2 2'7"22'11"10A B C D EFG 3 12 3X4(**) 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; T2 2x4 SP #2; Bot chord: 2x4 SP #2; Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 9.00 TC 24 9.00 11.83 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 2-7-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 492 /-/-/168 /161 /92 E 368 /-/-/150 /127 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 323 -474 Chords Tens.Comp. C - D 3 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 404 -367 Chords Tens.Comp. F - E 415 -369 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 268 -29 C - E 472 -533 Webs Tens.Comp. D - E 132 -78 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 7-22 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 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 8th Ed. 2023 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):0.123 B 999 187 HORZ(LL):0.024 B - - HORZ(TL):0.038 B - - Creep Factor: 2.0 Max TC CSI:0.781 Max BC CSI:0.581 Max Web CSI:0.140 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T27 Ply: 1 Qty:1 Wgt: 51.8 lbs DRW : .../...07/07/2025 T1 T2 B1 W1 W2 W1 11'10" SEAT PLATE REQ. 9' 9' 11'10" 2'10" 9'1"12 9'1"12 11'10" 2'8"41'8" 4"2 2'7"22'11"10A B C D EFG 3 12 3X4(**) 4X8 3X4 3X4(**) 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.60 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 3-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 492 /-/-/167 /155 /109 E 372 /-/-/139 /110 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 325 -594 Chords Tens.Comp. C - D 7 -40 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 531 -411 Chords Tens.Comp. F - E 525 -411 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 247 0 C - E 533 -680 Webs Tens.Comp. D - E 52 -59 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 7-22 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 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 8th Ed. 2023 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):0.055 B 999 240 VERT(CL):0.088 B 999 187 HORZ(LL):0.017 B - - HORZ(TL):0.027 B - - Creep Factor: 2.0 Max TC CSI:0.671 Max BC CSI:0.537 Max Web CSI:0.186 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T28 Ply: 1 Qty:1 Wgt: 49.0 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 11'10" SEAT PLATE REQ. 9' 9' 11'10" 2'10" 8'10"4 8'10"4 11'10" 2'11"121'8" 4"2 3'1"23'5"10A B C D EFG 3 12 3X4(**) 3X4 3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.60 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 3-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 492 /-/-/167 /155 /109 E 372 /-/-/139 /110 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 325 -594 Chords Tens.Comp. C - D 7 -40 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 531 -411 Chords Tens.Comp. F - E 525 -411 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 247 0 C - E 533 -680 Webs Tens.Comp. D - E 52 -59 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 7-22 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 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 8th Ed. 2023 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):0.055 B 999 240 VERT(CL):0.088 B 999 187 HORZ(LL):0.017 B - - HORZ(TL):0.027 B - - Creep Factor: 2.0 Max TC CSI:0.671 Max BC CSI:0.537 Max Web CSI:0.186 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T28 Ply: 1 Qty:1 Wgt: 49.0 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 11'10" SEAT PLATE REQ. 9' 9' 11'10" 2'10" 8'10"4 8'10"4 11'10" 2'11"121'8" 4"2 3'1"23'5"10A B C D EFG 3 12 3X4(**) 3X4 3X4 3X4(**) 4X5(R) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.83 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 3-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 492 /-/-/168 /154 /110 E 368 /-/-/151 /97 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 304 -593 Chords Tens.Comp. C - D 2 -42 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 530 -402 Chords Tens.Comp. F - E 524 -402 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 246 0 C - E 516 -674 Webs Tens.Comp. D - E 29 -19 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 7-22 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 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 8th Ed. 2023 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):0.055 B 999 240 VERT(CL):0.088 B 999 187 HORZ(LL):0.017 B - - HORZ(TL):0.027 B - - Creep Factor: 2.0 Max TC CSI:0.670 Max BC CSI:0.478 Max Web CSI:0.184 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T30 Ply: 1 Qty:10 Wgt: 49.0 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 11'10" SEAT PLATE REQ. 9' 9' 11'10" 2'10" 8'10"4 8'10"4 11'10" 2'11"121'8" 4"2 3'3"103'8"2A B C D EFG 3 12 3X4(**) 3X4 3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 11.83 BC 120 0.15 11.83 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 3-3-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 492 /-/-/168 /154 /110 E 368 /-/-/151 /97 /- Wind reactions based on MW FRS G Brg W id = 8.0 Min Req =1.5 (Truss) E Brg W id = -Min Req =- Bearing G is a rigid surface. Bearing G requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 304 -593 Chords Tens.Comp. C - D 2 -42 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 530 -402 Chords Tens.Comp. F - E 524 -402 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. F - C 246 0 C - E 516 -674 Webs Tens.Comp. D - E 29 -19 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 7-22 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 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 8th Ed. 2023 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):0.055 B 999 240 VERT(CL):0.088 B 999 187 HORZ(LL):0.017 B - - HORZ(TL):0.027 B - - Creep Factor: 2.0 Max TC CSI:0.670 Max BC CSI:0.478 Max Web CSI:0.184 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T30 Ply: 1 Qty:10 Wgt: 49.0 lbs DRW : .../...07/07/2025 T1 B1 W1 W2 W3 11'10" SEAT PLATE REQ. 9' 9' 11'10" 2'10" 8'10"4 8'10"4 11'10" 2'11"121'8" 4"2 3'3"103'8"2A B C D EFG 3 12 3X4(**) 3X4 3X4 3X4(**) 4X5(R) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 on member. Plating Notes (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 20.67 BC 91 0.15 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 5-6-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 772 /-/-/279 /227 /195 F 656 /-/-/263 /235 /- Wind reactions based on MW FRS H Brg W id = 8.0 Min Req =1.5 (Truss) F Brg W id = -Min Req =- Bearing H is a rigid surface. Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 1151 -1721 Chords Tens.Comp. C - D 944 -1428 D - E 37 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1627 -1372 Chords Tens.Comp. G - F 903 -798 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 433 -396 G - D 661 -369 Webs Tens.Comp. D - F 896 -1013 E - F 183 -154 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 7-22 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 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 8th Ed. 2023 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):0.100 C 999 328 VERT(CL):0.160 C 999 328 HORZ(LL):0.025 F - - HORZ(TL):0.040 F - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.994 Max Web CSI:0.336 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T31 Ply: 1 Qty:6 Wgt: 93.8 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W4 20'8" SEAT PLATE REQ. 8'0"5 8'0"5 13'10" 5'9"11 20'8" 6'10" 10' 10' 20'8" 10'8"1'8" 4"2 5'6"25'10"10(a) A B C D E FGH 3 12 3X4(**) 5X5(**) 5X7(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 on member. Plating Notes (**) 5 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 20.67 BC 91 0.15 20.67 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 5-6-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 772 /-/-/279 /227 /195 F 656 /-/-/263 /235 /- Wind reactions based on MW FRS H Brg W id = 8.0 Min Req =1.5 (Truss) F Brg W id = -Min Req =- Bearing H is a rigid surface. Bearing H requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 0 B - C 1151 -1721 Chords Tens.Comp. C - D 944 -1428 D - E 37 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1627 -1372 Chords Tens.Comp. G - F 903 -798 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - G 433 -396 G - D 661 -369 Webs Tens.Comp. D - F 896 -1013 E - F 183 -154 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 7-22 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 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 8th Ed. 2023 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):0.100 C 999 328 VERT(CL):0.160 C 999 328 HORZ(LL):0.025 F - - HORZ(TL):0.040 F - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.994 Max Web CSI:0.336 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T31 Ply: 1 Qty:6 Wgt: 93.8 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W4 20'8" SEAT PLATE REQ. 8'0"5 8'0"5 13'10" 5'9"11 20'8" 6'10" 10' 10' 20'8" 10'8"1'8" 4"2 5'6"25'10"10(a) A B C D E FGH 3 12 3X4(**) 5X5(**) 5X7(**) 3X4 3X4(**) 3X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W5 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 54 plf at 0.00 to 54 plf at 20.67 BC: From 5 plf at 0.00 to 5 plf at 20.67 BC: 946 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 8.73,10.73,12.73,14.73,16.73,18.65 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 8 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 20.67 BC 120 0.15 20.67 Apply purlins to any chords above or below fillers at 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 is 5-6-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 5665 /-/-/-/1426 /- F 5025 /-/-/-/1275 /- Wind reactions based on MW FRS J Brg W id = 8.0 Min Req =2.3 (Truss) F Brg W id = -Min Req =- Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2116 -8388 B - C 1522 -6029 Chords Tens.Comp. C - D 805 -3184 D - E 14 -20 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 8133 -2050 I - H 8044 -2030 Chords Tens.Comp. H - G 5650 -1426 G - F 2890 -730 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 1013 -225 B - H 577 -2275 H - C 1872 -440 C - G 734 -2900 Webs Tens.Comp. G - D 2744 -654 D - F 906 -3589 E - F 28 -58 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 7-22 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 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 8th Ed. 2023 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):0.480 B 513 328 VERT(CL):0.498 B 494 328 HORZ(LL):-0.111 E - - HORZ(TL):0.115 E - - Creep Factor: 2.0 Max TC CSI:0.942 Max BC CSI:0.816 Max Web CSI:0.859 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T32 Ply: 2 Qty:1 Wgt: 252.0 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 W7 20'8" SEAT PLATE REQ. 5'2" 5'2" 10'3"14 5'1"14 15'6" 5'2"2 20'8" 5'2" 5'0"4 5'0"4 10'0"8 5'0"4 15'2"8 5'2" 20'8" 5'5"8 4"2 5'6"2(a) (a) A B C D E FGHIJ 3 12 3X8(**) 3X8(**) 3X8 5X5 H1010(**)(I) 5X7(**) 6X10(**) 6X6(**) 3X4(**) 6X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W5 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. Nailnote Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 54 plf at 0.00 to 54 plf at 20.67 BC: From 5 plf at 0.00 to 5 plf at 20.67 BC: 946 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 8.73,10.73,12.73,14.73,16.73,18.65 Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 8 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 20.67 BC 120 0.15 20.67 Apply purlins to any chords above or below fillers at 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 is 5-6-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 5665 /-/-/-/1426 /- F 5025 /-/-/-/1275 /- Wind reactions based on MW FRS J Brg W id = 8.0 Min Req =2.3 (Truss) F Brg W id = -Min Req =- Bearing J is a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2116 -8388 B - C 1522 -6029 Chords Tens.Comp. C - D 805 -3184 D - E 14 -20 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 8133 -2050 I - H 8044 -2030 Chords Tens.Comp. H - G 5650 -1426 G - F 2890 -730 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. I - B 1013 -225 B - H 577 -2275 H - C 1872 -440 C - G 734 -2900 Webs Tens.Comp. G - D 2744 -654 D - F 906 -3589 E - F 28 -58 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 7-22 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 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 8th Ed. 2023 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):0.480 B 513 328 VERT(CL):0.498 B 494 328 HORZ(LL):-0.111 E - - HORZ(TL):0.115 E - - Creep Factor: 2.0 Max TC CSI:0.942 Max BC CSI:0.816 Max Web CSI:0.859 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T32 Ply: 2 Qty:1 Wgt: 252.0 lbs DRW : .../...07/07/2025 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 W7 20'8" SEAT PLATE REQ. 5'2" 5'2" 10'3"14 5'1"14 15'6" 5'2"2 20'8" 5'2" 5'0"4 5'0"4 10'0"8 5'0"4 15'2"8 5'2" 20'8" 5'5"8 4"2 5'6"2(a) (a) A B C D E FGHIJ 3 12 3X8(**) 3X8(**) 3X8 5X5 H1010(**)(I) 5X7(**) 6X10(**) 6X6(**) 3X4(**) 6X8(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 12.17 TC 24 12.17 24.21 BC 120 0.15 24.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 10-6-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1062 /-/-/410 /255 /331 F 946 /-/-/404 /221 /- Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) F Brg W id = -Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 430 -1297 C - D 619 -1216 Chords Tens.Comp. D - E 633 -1235 E - F 442 -1312 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 918 -208 H - G 595 -58 Chords Tens.Comp. G - F 933 -220 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 334 -304 H - D 589 -303 Webs Tens.Comp. D - G 618 -327 G - E 341 -313 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.05 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.045 G 999 385 VERT(CL):0.070 G 999 385 HORZ(LL):0.022 C - - HORZ(TL):0.034 C - - Creep Factor: 2.0 Max TC CSI:0.412 Max BC CSI:0.445 Max Web CSI:0.800 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T33 Ply: 1 Qty:10 Wgt: 155.4 lbs DRW : .../...07/07/2025 T1 T2 T2 T3 B1 B2 B1 W1 W2 W2 W1 24'4" SEAT PLATE REQ. 5'11"14 5'11"14 12'2" 6'2"2 18'4"2 6'2"2 24'4" 5'11"14 7'2" 7'2" 17'2" 10' 24'4" 7'2"1'8" 5"1 11'10"14A B C D E F GH 10 12 3X4(A1) 5X5(**) 8X8(**) 4X4(R) 8X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; Plating Notes (**) 4 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 12.17 TC 24 12.17 24.21 BC 120 0.15 24.21 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 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 is 10-6-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1062 /-/-/410 /255 /331 F 946 /-/-/404 /221 /- Wind reactions based on MW FRS B Brg W id = 8.0 Min Req =1.5 (Truss) F Brg W id = -Min Req =- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 68 0 B - C 430 -1297 C - D 619 -1216 Chords Tens.Comp. D - E 633 -1235 E - F 442 -1312 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 918 -208 H - G 595 -58 Chords Tens.Comp. G - F 933 -220 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 334 -304 H - D 589 -303 Webs Tens.Comp. D - G 618 -327 G - E 341 -313 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.05 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.045 G 999 385 VERT(CL):0.070 G 999 385 HORZ(LL):0.022 C - - HORZ(TL):0.034 C - - Creep Factor: 2.0 Max TC CSI:0.412 Max BC CSI:0.445 Max Web CSI:0.800 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T33 Ply: 1 Qty:10 Wgt: 155.4 lbs DRW : .../...07/07/2025 T1 T2 T2 T3 B1 B2 B1 W1 W2 W2 W1 24'4" SEAT PLATE REQ. 5'11"14 5'11"14 12'2" 6'2"2 18'4"2 6'2"2 24'4" 5'11"14 7'2" 7'2" 17'2" 10' 24'4" 7'2"1'8" 5"1 11'10"14A B C D E F GH 10 12 3X4(A1) 5X5(**) 8X8(**) 4X4(R) 8X8(**) 5X5(**) 3X4(A1) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T5 2x6 SP 2400f-2.0E; T6 2x4 SP 2400f-2.0E; Bot chord: 2x6 SP #2; B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; W6 2x6 SP #2; W9 2x4 SP #2; W10, W11,W 12 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.67 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.63 BC: From 10 plf at 31.63 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 21.85 TC 24 16.75 22.48 TC 24 21.86 31.95 TC 24 22.48 33.50 BC 89 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1628 /-/-/546 /774 /304 L 1878 /-/-/480 /852 /- Wind reactions based on MW FRS X Brg W id = 5.5 Min Req =1.9 (Truss) L Brg W id = -Min Req =- Bearing X Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1128 -2374 C - D 1096 -2326 D - E 1030 -2232 E - F 515 -1009 Chords Tens.Comp. F - G 514 -1006 G - H 1314 -3008 H - I 570 -540 I - J 569 -539 J - K 2963 -1379 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1914 -890 P - O 1914 -891 O - N 1854 -843 Chords Tens.Comp. N - M 1785 -810 M - L 1776 -803 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - D 121 -190 D - O 186 -249 O - Q 566 -173 Q - E 566 -173 Q - R 70 -68 E - R 451 -1063 F - R 644 -268 R - G 886 -2257 R - S 1517 -543 G - S 1262 -403 S - T 1293 -412 T - N 690 -157 Webs Tens.Comp. T - U 1025 -372 H - U 317 -748 H - V 1154 -2876 U - V 965 -345 I - V 327 -301 V - J 3191 -1545 V - W 2215 -4807 J - W 734 -1328 W -M 962 -299 W -K 2134 -4585 W -L 2832 -6266 K - L 3561 -1659 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.387 N 999 536 VERT(CL):0.523 N 769 536 HORZ(LL):0.170 V - - HORZ(TL):0.243 V - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.990 Max Web CSI:0.881 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T34 Ply: 1 Qty:1 Wgt: 292.6 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 M1 B1 B2 B3 W1 W2 W3 W4 W5 W4 W6 W7 W8W7 W9 W10 W11 W12 W1010'6'33'6" 6'11"6 6'11"6 11'9" 4'9"10 16'9" 5' 22'2"8 5'5"8 22'5"12 3"4 27'3"4 4'9"8 31'11" 4'7"12 33'6" 1'7" 6'11"10 6'11"10 11'5"8 4'5"14 21'11"12 10'6"4 32'0"12 10'1" 33'6" 1'5"41'8" 1'7'5"211'0"15(a)(a) (a) A B C D E F G H I J K LMNOP Q R ST U V W X 7 12 4X10(**) 8X8(**) 5X5(**) 3X4(**) 5X5(**) 6X10 4X83X8(**) 5X5(**) 8X8(**) 6X12(**) 8X12 6X8(**)10X12(I) 3X8 6X8(**) 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T5 2x6 SP 2400f-2.0E; T6 2x4 SP 2400f-2.0E; Bot chord: 2x6 SP #2; B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; W6 2x6 SP #2; W9 2x4 SP #2; W10, W11,W 12 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.67 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.63 BC: From 10 plf at 31.63 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 21.85 TC 24 16.75 22.48 TC 24 21.86 31.95 TC 24 22.48 33.50 BC 89 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1628 /-/-/546 /774 /304 L 1878 /-/-/480 /852 /- Wind reactions based on MW FRS X Brg W id = 5.5 Min Req =1.9 (Truss) L Brg W id = -Min Req =- Bearing X Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1128 -2374 C - D 1096 -2326 D - E 1030 -2232 E - F 515 -1009 Chords Tens.Comp. F - G 514 -1006 G - H 1314 -3008 H - I 570 -540 I - J 569 -539 J - K 2963 -1379 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1914 -890 P - O 1914 -891 O - N 1854 -843 Chords Tens.Comp. N - M 1785 -810 M - L 1776 -803 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - D 121 -190 D - O 186 -249 O - Q 566 -173 Q - E 566 -173 Q - R 70 -68 E - R 451 -1063 F - R 644 -268 R - G 886 -2257 R - S 1517 -543 G - S 1262 -403 S - T 1293 -412 T - N 690 -157 Webs Tens.Comp. T - U 1025 -372 H - U 317 -748 H - V 1154 -2876 U - V 965 -345 I - V 327 -301 V - J 3191 -1545 V - W 2215 -4807 J - W 734 -1328 W -M 962 -299 W -K 2134 -4585 W -L 2832 -6266 K - L 3561 -1659 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.387 N 999 536 VERT(CL):0.523 N 769 536 HORZ(LL):0.170 V - - HORZ(TL):0.243 V - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.990 Max Web CSI:0.881 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T34 Ply: 1 Qty:1 Wgt: 292.6 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 M1 B1 B2 B3 W1 W2 W3 W4 W5 W4 W6 W7 W8W7 W9 W10 W11 W12 W1010'6'33'6" 6'11"6 6'11"6 11'9" 4'9"10 16'9" 5' 22'2"8 5'5"8 22'5"12 3"4 27'3"4 4'9"8 31'11" 4'7"12 33'6" 1'7" 6'11"10 6'11"10 11'5"8 4'5"14 21'11"12 10'6"4 32'0"12 10'1" 33'6" 1'5"41'8" 1'7'5"211'0"15(a)(a) (a) A B C D E F G H I J K LMNOP Q R ST U V W X 7 12 4X10(**) 8X8(**) 5X5(**) 3X4(**) 5X5(**) 6X10 4X83X8(**) 5X5(**) 8X8(**) 6X12(**) 8X12 6X8(**)10X12(I) 3X8 6X8(**) 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T5,T7 2x4 SP 2400f-2.0E; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W8 2x4 SP #1; W12, W13 2x4 SP #2; W 15 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 16.75 TC: From 56 plf at 16.75 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.63 BC: From 10 plf at 31.63 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 22.01 TC 24 16.75 20.62 TC 24 20.62 32.33 TC 24 21.99 31.97 TC 24 32.33 33.50 BC 90 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1629 /-/-/556 /774 /303 M 1878 /-/-/480 /854 /- Wind reactions based on MW FRS X Brg W id = 5.5 Min Req =1.9 (Truss) M Brg W id = -Min Req =- Bearing X Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1135 -2387 C - D 1103 -2339 D - E 1013 -2196 E - F 555 -1095 F - G 538 -1069 Chords Tens.Comp. G - H 883 -2039 H - I 320 -517 I - J 320 -517 J - K 1882 -884 K - L 2089 -988 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1926 -896 Q - P 1925 -896 P - O 1805 -819 Chords Tens.Comp. O - N 1755 -800 N - M 1748 -795 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 143 -108 D - P 210 -273 P - R 514 -149 R - E 512 -148 R - S 138 -68 E - S 435 -1025 F - S 743 -316 S - G 567 -1330 S - T 667 -370 G - T 124 -95 T - U 736 -193 T - H 821 -284 Webs Tens.Comp. U - O 739 -194 U - V 479 -238 H - V 848 -2015 I - V 318 -292 V - J 2404 -1158 V - W 1671 -3614 J - W 1146 -2302 W -N 824 -234 W -L 1554 -3311 W -M 2827 -6220 L - M 3628 -1704 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.435 E 924 536 VERT(CL):0.579 E 694 536 HORZ(LL):0.253 V - - HORZ(TL):0.341 V - - Creep Factor: 2.0 Max TC CSI:0.740 Max BC CSI:0.975 Max Web CSI:0.916 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T35 Ply: 1 Qty:1 Wgt: 282.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 T7 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W1510'6'33'6" 7'1"6 7'1"6 11'8"12 4'7"6 16'9" 5'0"4 20'7"7 3'10"7 22'0"8 1'5"1 26'10" 4'9"8 32'4" 5'6" 33'6" 1'2" 6'11"10 6'11"10 11'5"8 4'5"14 21'10"12 10'5"4 32'0"12 10'2" 33'6" 1'5"41'8" 1'7'10"911'0"15(a) (a)(a) (a) A B C D E F G H I J K L MNOPQ R S T U V W X 7 12 6.5 12 4X10(**) 8X8(**) 3X4(**)5X5(**) 5X5(**) 4X8 5X5(**) 4X5(R) 3X4(**) 8X8(**) 4X5 6X10 H0612(**)(++) 10X12(**) (I) 4X5 6X6(**) 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T5,T7 2x4 SP 2400f-2.0E; Bot chord: 2x6 SP #2; Webs: 2x4 SP #3; W8 2x4 SP #1; W12, W13 2x4 SP #2; W 15 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 16.75 TC: From 56 plf at 16.75 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.63 BC: From 10 plf at 31.63 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (++) - This plate works for both joints covered. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 22.01 TC 24 16.75 20.62 TC 24 20.62 32.33 TC 24 21.99 31.97 TC 24 32.33 33.50 BC 90 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1629 /-/-/556 /774 /303 M 1878 /-/-/480 /854 /- Wind reactions based on MW FRS X Brg W id = 5.5 Min Req =1.9 (Truss) M Brg W id = -Min Req =- Bearing X Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1135 -2387 C - D 1103 -2339 D - E 1013 -2196 E - F 555 -1095 F - G 538 -1069 Chords Tens.Comp. G - H 883 -2039 H - I 320 -517 I - J 320 -517 J - K 1882 -884 K - L 2089 -988 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1926 -896 Q - P 1925 -896 P - O 1805 -819 Chords Tens.Comp. O - N 1755 -800 N - M 1748 -795 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 143 -108 D - P 210 -273 P - R 514 -149 R - E 512 -148 R - S 138 -68 E - S 435 -1025 F - S 743 -316 S - G 567 -1330 S - T 667 -370 G - T 124 -95 T - U 736 -193 T - H 821 -284 Webs Tens.Comp. U - O 739 -194 U - V 479 -238 H - V 848 -2015 I - V 318 -292 V - J 2404 -1158 V - W 1671 -3614 J - W 1146 -2302 W -N 824 -234 W -L 1554 -3311 W -M 2827 -6220 L - M 3628 -1704 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.435 E 924 536 VERT(CL):0.579 E 694 536 HORZ(LL):0.253 V - - HORZ(TL):0.341 V - - Creep Factor: 2.0 Max TC CSI:0.740 Max BC CSI:0.975 Max Web CSI:0.916 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T35 Ply: 1 Qty:1 Wgt: 282.8 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 T7 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W1510'6'33'6" 7'1"6 7'1"6 11'8"12 4'7"6 16'9" 5'0"4 20'7"7 3'10"7 22'0"8 1'5"1 26'10" 4'9"8 32'4" 5'6" 33'6" 1'2" 6'11"10 6'11"10 11'5"8 4'5"14 21'10"12 10'5"4 32'0"12 10'2" 33'6" 1'5"41'8" 1'7'10"911'0"15(a) (a)(a) (a) A B C D E F G H I J K L MNOPQ R S T U V W X 7 12 6.5 12 4X10(**) 8X8(**) 3X4(**)5X5(**) 5X5(**) 4X8 5X5(**) 4X5(R) 3X4(**) 8X8(**) 4X5 6X10 H0612(**)(++) 10X12(**) (I) 4X5 6X6(**) 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; Bot chord: 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; W8 2x4 SP #1; W12,W13, W15 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 16.75 TC: From 56 plf at 16.75 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.92 BC: From 10 plf at 31.92 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 13 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 22.00 TC 24 16.75 18.76 TC 24 18.76 30.33 TC 24 21.98 32.01 TC 24 30.33 33.50 BC 120 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1629 /-/-/564 /775 /301 M 1884 /-/-/469 /861 /- Wind reactions based on MW FRS Y Brg W id = 5.5 Min Req =1.5 (Support) M Brg W id = -Min Req =- Bearing Y Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1141 -2401 C - D 1109 -2353 D - E 989 -2143 E - F 598 -1191 F - G 569 -1127 Chords Tens.Comp. G - H 640 -1469 H - I 380 -589 I - J 380 -589 J - K 1007 -462 K - L 2024 -959 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1938 -902 Q - P 1936 -902 P - O 1739 -790 Chords Tens.Comp. O - N 1713 -781 N - M 1697 -773 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 115 -43 D - P 247 -321 P - R 458 -124 R - E 454 -122 R - S 174 -83 E - S 399 -946 F - S 832 -371 S - G 371 -779 S - T 197 -478 G - T 130 -113 T - U 803 -223 T - H 762 -253 U - O 798 -220 Webs Tens.Comp. U - V 221 -378 H - V 610 -1465 I - V 272 -250 V - J 1849 -866 V - W 1179 -2592 J - W 891 -1836 W -K 1780 -871 W -X 1613 -3479 K - X 1091 -2202 X - N 846 -252 X - L 1486 -3153 X - M 2827 -6210 L - M 3598 -1687 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.538 E 746 536 VERT(CL):0.726 E 553 536 HORZ(LL):0.318 S - - HORZ(TL):0.428 S - - Creep Factor: 2.0 Max TC CSI:0.343 Max BC CSI:0.832 Max Web CSI:0.917 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T36 Ply: 1 Qty:2 Wgt: 301.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 T7 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W9 W10 W11 W12 W13 W14 W1510'6'33'6" 7'1"6 7'1"6 11'8"12 4'7"6 16'9" 5'0"4 18'9"3 2'0"3 22'0"8 3'3"5 26'0"8 4' 30'4" 4'3"8 31'10"12 1'6"12 33'6" 1'7"4 6'11"10 6'11"10 11'5"8 4'5"14 21'10"12 10'5"4 32'0"12 10'2" 33'6" 1'5"41'8" 1'7'10"911'0"15(a)(a) (a) (a) A B C D E F G H I J K L MNOPQ R S T U V W X Y 7 12 6.5 12 4X10(**) 8X8(**) 3X4(**)5X5(**) 5X5(**) 3X8 5X5(**)4X5(R) 3X4(**) 8X8(**) 4X4 6X8 6X8(**) 5X5(R) 5X7(**) 10X12(**) (I) 4X5 6X6(**) 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; Bot chord: 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3; W8 2x4 SP #1; W12,W13, W15 2x4 SP #2; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 16.75 TC: From 56 plf at 16.75 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.92 BC: From 10 plf at 31.92 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 13 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 11.65 22.00 TC 24 16.75 18.76 TC 24 18.76 30.33 TC 24 21.98 32.01 TC 24 30.33 33.50 BC 120 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1629 /-/-/564 /775 /301 M 1884 /-/-/469 /861 /- Wind reactions based on MW FRS Y Brg W id = 5.5 Min Req =1.5 (Support) M Brg W id = -Min Req =- Bearing Y Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1141 -2401 C - D 1109 -2353 D - E 989 -2143 E - F 598 -1191 F - G 569 -1127 Chords Tens.Comp. G - H 640 -1469 H - I 380 -589 I - J 380 -589 J - K 1007 -462 K - L 2024 -959 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1938 -902 Q - P 1936 -902 P - O 1739 -790 Chords Tens.Comp. O - N 1713 -781 N - M 1697 -773 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 115 -43 D - P 247 -321 P - R 458 -124 R - E 454 -122 R - S 174 -83 E - S 399 -946 F - S 832 -371 S - G 371 -779 S - T 197 -478 G - T 130 -113 T - U 803 -223 T - H 762 -253 U - O 798 -220 Webs Tens.Comp. U - V 221 -378 H - V 610 -1465 I - V 272 -250 V - J 1849 -866 V - W 1179 -2592 J - W 891 -1836 W -K 1780 -871 W -X 1613 -3479 K - X 1091 -2202 X - N 846 -252 X - L 1486 -3153 X - M 2827 -6210 L - M 3598 -1687 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.538 E 746 536 VERT(CL):0.726 E 553 536 HORZ(LL):0.318 S - - HORZ(TL):0.428 S - - Creep Factor: 2.0 Max TC CSI:0.343 Max BC CSI:0.832 Max Web CSI:0.917 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T36 Ply: 1 Qty:2 Wgt: 301.0 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 T6 T7 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W9 W10 W11 W12 W13 W14 W1510'6'33'6" 7'1"6 7'1"6 11'8"12 4'7"6 16'9" 5'0"4 18'9"3 2'0"3 22'0"8 3'3"5 26'0"8 4' 30'4" 4'3"8 31'10"12 1'6"12 33'6" 1'7"4 6'11"10 6'11"10 11'5"8 4'5"14 21'10"12 10'5"4 32'0"12 10'2" 33'6" 1'5"41'8" 1'7'10"911'0"15(a)(a) (a) (a) A B C D E F G H I J K L MNOPQ R S T U V W X Y 7 12 6.5 12 4X10(**) 8X8(**) 3X4(**)5X5(**) 5X5(**) 3X8 5X5(**)4X5(R) 3X4(**) 8X8(**) 4X4 6X8 6X8(**) 5X5(R) 5X7(**) 10X12(**) (I) 4X5 6X6(**) 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W3,W9,W10,W14,W15,W16, W17 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 18.11 TC: From 56 plf at 18.11 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.92 BC: From 10 plf at 31.92 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 16.75 18.11 TC 24 18.11 29.63 TC 24 29.63 33.50 BC 120 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1629 /-/-/567 /774 /300 M 1884 /-/-/465 /861 /- Wind reactions based on MW FRS Y Brg W id = 5.5 Min Req =1.5 (Support) M Brg W id = -Min Req =- Bearing Y Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1137 -2453 C - D 1106 -2346 D - E 993 -2151 E - F 590 -1176 F - G 576 -1091 Chords Tens.Comp. G - H 555 -1376 H - I 375 -644 I - J 375 -644 J - K 741 -298 K - L 2108 -989 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1932 -899 Q - P 1930 -898 P - O 1745 -793 Chords Tens.Comp. O - N 1734 -792 N - M 1717 -783 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 170 -88 D - P 233 -288 P - R 456 -122 R - E 445 -117 R - S 248 -110 E - S 439 -1035 F - S 843 -397 S - G 354 -765 S - T 200 -618 G - T 312 -145 T - U 824 -223 T - H 828 -249 U - O 821 -221 Webs Tens.Comp. U - V 246 -514 H - V 551 -1345 I - V 239 -228 V - J 1610 -736 V - W 1036 -2322 J - W 790 -1640 W -K 2072 -997 W -X 1648 -3571 K - X 1216 -2467 X - N 802 -230 X - L 1541 -3336 X - M 2864 -6284 L - M 3802 -1741 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.487 E 825 536 VERT(CL):0.649 E 619 536 HORZ(LL):0.250 E - - HORZ(TL):0.341 E - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.810 Max Web CSI:0.891 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T37 Ply: 1 Qty:1 Wgt: 302.4 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W11 W12 W13 W14 W15 W16 W1710'6'33'6" 6'11"6 6'11"6 11'9" 4'9"10 16'9" 5' 18'1"5 1'4"5 22'0"8 3'11"3 25'8"4 3'7"12 29'7"8 3'11"4 31'10"12 2'3"4 33'6" 1'7"4 6'11"10 6'11"10 11'5"8 4'5"14 21'10"12 10'5"4 32'0"12 10'2" 33'6" 1'5"41'8" 1'7'10"911'0"15(a)(a) (a) (a) A B C D E F G H I J K L MNOPQ R S T U V W X Y 7 12 6.5 12 4X10(**) 5X5(**) 8X8(**) 5X5(**) 4X8 5X5(**) 4X5(R) 8X8(**) 4X4 6X8 6X8(**) 5X7 5X7(**) 10X12(I) 4X4 6X6(**) 6X12(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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; W3,W9,W10,W14,W15,W16, W17 2x4 SP 2400f-2.0E; Lt Slider: 2x6 SP #2; block length = 1.500' Bracing (a) Continuous lateral restraint equally spaced on member. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) 56 plf at 18.11 TC: From 56 plf at 18.11 to 56 plf at 33.50 BC: From 5 plf at -1.67 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 11.75 BC: From 30 plf at 11.75 to 30 plf at 31.92 BC: From 10 plf at 31.92 to 10 plf at 33.50 PLB: From 40 plf at 11.75 to 40 plf at 21.75 PLB: From 0 plf at 31.92 to Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 -1.67 16.75 TC 24 16.75 18.11 TC 24 18.11 29.63 TC 24 29.63 33.50 BC 120 0.00 33.50 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member 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 is 10-9-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y 1629 /-/-/567 /774 /300 M 1884 /-/-/465 /861 /- Wind reactions based on MW FRS Y Brg W id = 5.5 Min Req =1.5 (Support) M Brg W id = -Min Req =- Bearing Y Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 44 -26 B - C 1137 -2453 C - D 1106 -2346 D - E 993 -2151 E - F 590 -1176 F - G 576 -1091 Chords Tens.Comp. G - H 555 -1376 H - I 375 -644 I - J 375 -644 J - K 741 -298 K - L 2108 -989 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 1932 -899 Q - P 1930 -898 P - O 1745 -793 Chords Tens.Comp. O - N 1734 -792 N - M 1717 -783 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - D 170 -88 D - P 233 -288 P - R 456 -122 R - E 445 -117 R - S 248 -110 E - S 439 -1035 F - S 843 -397 S - G 354 -765 S - T 200 -618 G - T 312 -145 T - U 824 -223 T - H 828 -249 U - O 821 -221 Webs Tens.Comp. U - V 246 -514 H - V 551 -1345 I - V 239 -228 V - J 1610 -736 V - W 1036 -2322 J - W 790 -1640 W -K 2072 -997 W -X 1648 -3571 K - X 1216 -2467 X - N 802 -230 X - L 1541 -3336 X - M 2864 -6284 L - M 3802 -1741 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.35 ft 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 8th Ed. 2023 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):0.487 E 825 536 VERT(CL):0.649 E 619 536 HORZ(LL):0.250 E - - HORZ(TL):0.341 E - - Creep Factor: 2.0 Max TC CSI:0.746 Max BC CSI:0.810 Max Web CSI:0.891 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:T37 Ply: 1 Qty:1 Wgt: 302.4 lbs DRW : .../...07/07/2025 T1 T2 T3 T4 T5 M1 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W11 W12 W13 W14 W15 W16 W1710'6'33'6" 6'11"6 6'11"6 11'9" 4'9"10 16'9" 5' 18'1"5 1'4"5 22'0"8 3'11"3 25'8"4 3'7"12 29'7"8 3'11"4 31'10"12 2'3"4 33'6" 1'7"4 6'11"10 6'11"10 11'5"8 4'5"14 21'10"12 10'5"4 32'0"12 10'2" 33'6" 1'5"41'8" 1'7'10"911'0"15(a)(a) (a) (a) A B C D E F G H I J K L MNOPQ R S T U V W X Y 7 12 6.5 12 4X10(**) 5X5(**) 8X8(**) 5X5(**) 4X8 5X5(**) 4X5(R) 8X8(**) 4X4 6X8 6X8(**) 5X7 5X7(**) 10X12(I) 4X4 6X6(**) 6X12(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 7.71 BC 75 0.00 7.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 4-2-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/37 /17 /17 Wind reactions based on MW FRS D Brg W id = 92.5 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 63 -130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 240 -37 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 258 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.56 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.022 A - - HORZ(TL):0.037 A - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.714 Max Web CSI:0.352 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V01 Ply: 1 Qty:1 Wgt: 30.8 lbs DRW : .../...07/07/2025 T1 B1 W1 7'8"7 7'8"7 7'8"7 4'2"1A B CD 6.5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; Bot chord: 2x4 SP #3; Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 7.71 BC 75 0.00 7.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 4-2-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/37 /17 /17 Wind reactions based on MW FRS D Brg W id = 92.5 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 63 -130 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 240 -37 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 258 -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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.56 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.022 A - - HORZ(TL):0.037 A - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.714 Max Web CSI:0.352 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V01 Ply: 1 Qty:1 Wgt: 30.8 lbs DRW : .../...07/07/2025 T1 B1 W1 7'8"7 7'8"7 7'8"7 4'2"1A B CD 6.5 12 3X4(**) 3X4(**) 4X5(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 5.55 BC 67 0.00 5.55 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 3-0-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/36 /30 /24 Wind reactions based on MW FRS D Brg W id = 66.6 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 -108 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 199 -27 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 220 -126 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.15 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.009 A - - HORZ(TL):0.014 A - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.446 Max Web CSI:0.189 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V02 Ply: 1 Qty:1 Wgt: 21.0 lbs DRW : .../...07/07/2025 T1 B1 W1 5'6"10 5'6"10 5'6"10 3'0"1A B CD 6.5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 5.55 BC 67 0.00 5.55 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 3-0-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/36 /30 /24 Wind reactions based on MW FRS D Brg W id = 66.6 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 47 -108 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 199 -27 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 220 -126 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.15 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.009 A - - HORZ(TL):0.014 A - - Creep Factor: 2.0 Max TC CSI:0.672 Max BC CSI:0.446 Max Web CSI:0.189 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V02 Ply: 1 Qty:1 Wgt: 21.0 lbs DRW : .../...07/07/2025 T1 B1 W1 5'6"10 5'6"10 5'6"10 3'0"1A B CD 6.5 12 3X4(**) 3X4(**) 4X5(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 3.40 BC 41 0.00 3.40 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 1-10-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/34 /27 /22 Wind reactions based on MW FRS D Brg W id = 40.8 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 30 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 129 -17 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 133 -74 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.73 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 2.0 Max TC CSI:0.217 Max BC CSI:0.163 Max Web CSI:0.065 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V03 Ply: 1 Qty:1 Wgt: 14.0 lbs DRW : .../...07/07/2025 T1 B1 W1 3'4"12 3'4"12 3'4"12 1'10"1A B CD 6.5 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 3.40 BC 41 0.00 3.40 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 1-10-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/34 /27 /22 Wind reactions based on MW FRS D Brg W id = 40.8 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 30 -66 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 129 -17 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 133 -74 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.73 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 2.0 Max TC CSI:0.217 Max BC CSI:0.163 Max Web CSI:0.065 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V03 Ply: 1 Qty:1 Wgt: 14.0 lbs DRW : .../...07/07/2025 T1 B1 W1 3'4"12 3'4"12 3'4"12 1'10"1A B CD 6.5 12 3X4(**) 3X4(**) 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 5.71 BC 68 0.00 5.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 3-1-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/36 /16 /17 Wind reactions based on MW FRS D Brg W id = 68.5 Min Req =- Bearing D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -109 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 201 -28 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 221 -130 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.012 A - - HORZ(TL):0.015 A - - Creep Factor: 2.0 Max TC CSI:0.693 Max BC CSI:0.459 Max Web CSI:0.197 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V04 Ply: 1 Qty:1 Wgt: 21.0 lbs DRW : .../...07/07/2025 T1 B1 W1 5'8"7 5'8"7 5'8"7 3'1"1A B CD 6.5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 5.71 BC 68 0.00 5.71 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 3-1-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/36 /16 /17 Wind reactions based on MW FRS D Brg W id = 68.5 Min Req =- Bearing D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -109 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 201 -28 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 221 -130 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.02 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.012 A - - HORZ(TL):0.015 A - - Creep Factor: 2.0 Max TC CSI:0.693 Max BC CSI:0.459 Max Web CSI:0.197 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V04 Ply: 1 Qty:1 Wgt: 21.0 lbs DRW : .../...07/07/2025 T1 B1 W1 5'8"7 5'8"7 5'8"7 3'1"1A B CD 6.5 12 3X4(**) 3X4(**) 4X5(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 3.55 BC 43 0.00 3.55 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 1-11-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/34 /14 /15 Wind reactions based on MW FRS D Brg W id = 42.6 Min Req =- Bearing D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 31 -69 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 135 -17 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 139 -77 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.61 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 2.0 Max TC CSI:0.241 Max BC CSI:0.178 Max Web CSI:0.071 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V05 Ply: 1 Qty:1 Wgt: 14.0 lbs DRW : .../...07/07/2025 T1 B1 W1 3'6"10 3'6"10 3'6"10 1'11"1A B CD 6.5 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic 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 (**) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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 1.08 3.55 BC 43 0.00 3.55 Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN220723 and VAL180220723 for valley details. The overall height of this truss excluding overhang is 1-11-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/34 /14 /15 Wind reactions based on MW FRS D Brg W id = 42.6 Min Req =- Bearing D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 31 -69 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 135 -17 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - C 139 -77 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.61 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft 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 8th Ed. 2023 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):0.002 A - - HORZ(TL):0.003 A - - Creep Factor: 2.0 Max TC CSI:0.241 Max BC CSI:0.178 Max Web CSI:0.071 Mfg Specified Camber: VIEW Ver: 24.02.00C.1213.14 Job Number:30588 Alderman Residence Truss Label:V05 Ply: 1 Qty:1 Wgt: 14.0 lbs DRW : .../...07/07/2025 T1 B1 W1 3'6"10 3'6"10 3'6"10 1'11"1A B CD 6.5 12 3X4(**) 3X4(**) 3X4(**) Docusign Envelope ID: 8100D218-0085-4BAC-949F-2961E074CBA5