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1892 Sea Oats Dr new SFR 10 of 13 Turner-Truss.NO JOB ID TRS ID DATE TCLL 20 psf TCDL 7 psf BCLL 0 psf + NCLL 10 psf BCDL 5 psf ROOF LOADING (Cd=1.25) TCLL 40 psf TCDL 10 psf BCLL 0 psf BCDL 5 psf FLOOR LOADING (Cd = 1.00) This Package inlcudes 77 truss designs with individual date of design Site Information 1982 Sea Oats Dr, Duval 130MPH (3 second gust)\ASCE 7-16 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 7th Ed. 2020 Res.\TPI 2014 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE Riverside Homes Structural Engineer of Record Jacqueline Ellen Rowland PE No. 80499 F011 18414 8/23/2022 F022 18414 8/23/2022 F033 18414 8/23/2022 F044 18414 8/23/2022 F055 18414 8/23/2022 F066 18414 8/23/2022 F077 18414 8/23/2022 F088 18414 8/23/2022 F099 18414 8/23/2022 F1010 18414 8/23/2022 F10A11 18414 8/23/2022 F1112 18414 8/23/2022 F1213 18414 8/23/2022 F1314 18414 8/23/2022 F1415 18414 8/23/2022 F1516 18414 8/23/2022 FG0117 18414 8/23/2022 FG0218 18414 8/23/2022 FG0319 18414 8/23/2022 FG0520 18414 8/23/2022 FG0621 18414 8/23/2022 FGE0122 18414 8/23/2022 FGE0223 18414 8/23/2022 FGE0324 18414 8/23/2022 FGE0425 18414 8/23/2022 FGE0526 18414 8/23/2022 FGE0727 18414 8/23/2022 FGE0828 18414 8/23/2022 FGE0929 18414 8/23/2022 FGE1030 18414 8/23/2022 FT0131 18414 8/23/2022 FT0232 18414 8/23/2022 GE0133 18414 8/23/2022 GE0234 18414 8/23/2022 GE0335 18414 8/23/2022 GE0436 18414 8/23/2022 GE0537 18414 8/23/2022 GE0638 18414 8/23/2022 GE0739 18414 8/23/2022 GE0840 18414 8/23/2022 GE0941 18414 8/23/2022 J0142 18414 8/23/2022 J01G43 18414 8/23/2022 J0244 18414 8/23/2022 J02A45 18414 8/23/2022 T0146 18414 8/23/2022 T0247 18414 8/23/2022 T0348 18414 8/23/2022 T0449 18414 8/23/2022 T0550 18414 8/23/2022 T0651 18414 8/23/2022 T0752 18414 8/23/2022 T0853 18414 8/23/2022 T0954 18414 8/23/2022 T1055 18414 8/23/2022 T1156 18414 8/23/2022 T1257 18414 8/23/2022 T1358 18414 8/23/2022 T1459 18414 8/23/2022 T1660 18414 8/23/2022 T1761 18414 8/23/2022 T1862 18414 8/23/2022 T1963 18414 8/23/2022 T2064 18414 8/23/2022 T2165 18414 8/23/2022 T2266 18414 8/23/2022 T2367 18414 8/23/2022 T2468 18414 8/23/2022 T2569 18414 8/23/2022 T2670 18414 8/23/2022 T2771 18414 8/23/2022 T2872 18414 8/23/2022 Apex Technology is a ficticious name owned by Jax Apex Technology, Inc., a Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 (904) 821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer, per ANSI/TPI 1-2014 Section 2 With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2) and 61G15-31.003 of the Florida Board of Professional Engineers 8/23/2022 This document may be signed and sealed with original or Docusign digital signature by the professional engineer identified in the adjacent professional engineer’s seal. Printed copies of Docusign signature documents are not considered signed and sealed and the signature must be verified on any electronic copies. DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF By Jennifer Johnston at 3:11 pm, Jan 13, 2023 RES23-0008 NO JOB ID TRS ID DATE TCLL 20 psf TCDL 7 psf BCLL 0 psf + NCLL 10 psf BCDL 5 psf ROOF LOADING (Cd=1.25) TCLL 40 psf TCDL 10 psf BCLL 0 psf BCDL 5 psf FLOOR LOADING (Cd = 1.00) This Package inlcudes 77 truss designs with individual date of design Site Information 1982 Sea Oats Dr, Duval 130MPH (3 second gust)\ASCE 7-16 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 7th Ed. 2020 Res.\TPI 2014 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE Riverside Homes Structural Engineer of Record Jacqueline Ellen Rowland PE No. 80499 T2973 18414 8/23/2022 T3074 18414 8/23/2022 V0175 18414 8/23/2022 V0276 18414 8/23/2022 V0377 18414 8/23/2022 Apex Technology is a ficticious name owned by Jax Apex Technology, Inc., a Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 (904) 821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer, per ANSI/TPI 1-2014 Section 2 With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2) and 61G15-31.003 of the Florida Board of Professional Engineers 8/23/2022 This document may be signed and sealed with original or Docusign digital signature by the professional engineer identified in the adjacent professional engineer’s seal. Printed copies of Docusign signature documents are not considered signed and sealed and the signature must be verified on any electronic copies. DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF By Mike Jones at 10:22 am, Jan 24, 2023 Job # 18414 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 16'06"00 FG01 FLAT 0.00/12 Pitch 3 -Ply 0.006610.841 0.007040.942 1 27'01"08 FG02 FLAT 0.00/12 Pitch 2 -Ply 0.001870.381 0.003540.962 1 08'01"08 FG03 FLAT 0.00/12 Pitch 2 -Ply 40.003209.751 39.003610.012 1 16'03"08 FG05 FLAT 0.00/12 Pitch 2 -Ply 0.001789.051 0.001259.362 1 06'05"08 FG06 FLAT 0.00/12 Pitch 2 -Ply 0.001178.351 0.00878.312 2 08'04"12 FT01 COMN 4.00/12 Pitch 2 -Ply 0.00859.101 0.003946.532 4 09'09"12 FT02 COMN 4.00/12 Pitch 1 -Ply 0.00828.631 0.00784.442 1 23'04"04 GE01 GABL 10.00/12 Pitch 1 -Ply 180.00269.601 709.001593.152 1 16'06"00 GE02 GABL 10.00/12 Pitch 1 -Ply 50.00170.871 593.001082.282 1 13'00"00 GE03 GABL 10.00/12 Pitch 1 -Ply 34.00174.521 426.00840.772 1 09'08"00 GE04 GABL 10.00/12 Pitch 1 -Ply 313.00785.421 1 13'00"00 GE05 GABL 10.00/12 Pitch 1 -Ply 426.00841.831 22.00173.492 1 16'06"00 GE06 GABL 4.50/12 Pitch 1 -Ply 67.00279.581 301.00958.372 1 13'01"08 GE07 GABL 2.50/12 Pitch 1 -Ply 155.00479.191 147.00420.222 2 07'09"12 GE08 GABL 4.00/12 Pitch 1 -Ply 88.00327.951 87.00236.942 2 14'11"00 GE09 GABL 5.00/12 Pitch 1 -Ply 47.00187.931 282.00915.112 5 07'00"00 J01 JACK 6.60/12 Pitch 1 -Ply 49.00302.061 0.0097.512 106.00168.943 1 07'00"00 J01G MONO 6.60/12 Pitch 1 -Ply 413.001001.781 406.00987.952 14 05'00"00 J02 JACK 10.00/12 Pitch 1 -Ply 11.00251.881 3.0067.672 161.00128.173 4 05'00"00 J02A JACK 10.00/12 Pitch 1 -Ply 1.00303.581 18.0049.462 100.0099.113 1 23'04"04 T01 COMN 10.00/12 Pitch 1 -Ply 211.00896.471 200.00905.962 9 23'04"04 T02 COMN 10.00/12 Pitch 1 -Ply 212.00900.531 199.00901.902 1 23'04"04 T03 COMN 10.00/12 Pitch 1 -Ply 159.001065.451 414.001041.892 Page 1 of 4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF Job # 18414 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 23'04"04 T04 COMN 10.00/12 Pitch 1 -Ply 178.001060.961 410.001030.762 1 23'04"04 T05 COMN 10.00/12 Pitch 1 -Ply 204.001030.921 404.001004.102 1 23'04"04 T06 COMN 10.00/12 Pitch 1 -Ply 229.001075.991 397.001007.352 1 23'04"04 T07 COMN 10.00/12 Pitch 1 -Ply 253.001034.891 390.00960.012 1 09'08"00 T08 COMN 10.00/12 Pitch 1 -Ply 587.002777.631 685.003293.322 1 23'04"04 T09 COMN 10.00/12 Pitch 1 -Ply 276.00869.981 382.00786.762 1 23'04"04 T10 COMN 10.00/12 Pitch 1 -Ply 641.001477.671 876.002150.192 3 13'00"00 T11 COMN 10.00/12 Pitch 1 -Ply 229.00600.421 193.00520.962 4 13'00"00 T12 COMN 10.00/12 Pitch 1 -Ply 226.00592.411 226.00592.412 1 37'00"00 T13 COMN 6.60/12 Pitch 3 -Ply 2937.009728.401 3164.008541.962 7 37'00"00 T14 COMN 6.60/12 Pitch 1 -Ply 410.001420.571 410.001420.572 4 37'00"00 T16 COMN 6.60/12 Pitch 1 -Ply 251.001422.401 239.001358.122 2 37'00"00 T17 COMN 6.60/12 Pitch 1 -Ply 390.001358.131 411.001422.392 1 37'00"00 T18 HIPS 6.60/12 Pitch 1 -Ply 561.001379.641 561.001379.642 1 37'00"00 T19 HIPS 6.60/12 Pitch 1 -Ply 547.001389.671 547.001389.672 1 37'00"00 T20 HIPM 0.00/12 Pitch 1 -Ply 568.001449.821 514.001364.202 1 37'00"00 T21 FLAT 0.00/12 Pitch 2 -Ply 1701.002299.471 1636.002220.562 1 16'06"00 T22 COMN 10.00/12 Pitch 1 -Ply 289.00781.801 289.00781.802 1 16'06"00 T23 COMN 10.00/12 Pitch 2 -Ply 2321.004454.131 2371.005866.842 1 13'00"00 T24 COMN 10.00/12 Pitch 2 -Ply 1715.003072.431 2002.004192.612 1 16'06"00 T25 COMN 4.50/12 Pitch 1 -Ply 189.00596.851 189.00596.852 6 16'06"00 T26 COMN 4.50/12 Pitch 1 -Ply 189.00599.211 168.00535.272 11 13'00"00 T27 MONO 2.50/12 Pitch 1 -Ply 157.00484.021 144.00410.282 11 15'04"00 T28 MONO 2.50/12 Pitch 1 -Ply 177.00558.571 170.00485.752 12 07'09"12 T29 MONO 4.00/12 Pitch 1 -Ply 55.00321.711 49.00243.182 Page 2 of 4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF Job # 18414 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 4 14'11"00 T30 COMN 5.00/12 Pitch 1 -Ply 169.00545.531 169.00545.532 1 14'05"04 V01 VAL 6.60/12 Pitch 1 -Ply 253.00951.411 1 11'04"14 V02 VAL 6.60/12 Pitch 1 -Ply 195.00751.471 1 08'04"08 V03 VAL 6.60/12 Pitch 1 -Ply 138.00551.541 WOODFLOOR QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 6 21'02"08 F01 SY42 0.00/12 Pitch 1 -Ply 0.001153.951 0.001153.952 3 23'04"00 F02 SY42 0.00/12 Pitch 1 -Ply 0.001270.831 0.001270.832 2 25'03"00 F03 SY42 0.00/12 Pitch 1 -Ply 0.001282.891 0.001502.042 2 25'09"08 F04 SY42 0.00/12 Pitch 1 -Ply 0.001138.211 0.001417.872 0.00369.873 4 20'09"00 F05 SY42 0.00/12 Pitch 1 -Ply 0.001139.081 0.001130.922 5 18'10"08 F06 SY42 0.00/12 Pitch 1 -Ply 0.001025.621 0.001025.622 6 22'03"00 F07 SY42 0.00/12 Pitch 1 -Ply 0.001213.421 0.001221.582 2 18'02"08 F08 SY42 0.00/12 Pitch 1 -Ply 0.00991.121 0.00999.292 10 22'11"00 F09 SY42 0.00/12 Pitch 1 -Ply 0.001247.921 0.001247.922 3 10'06"00 F10 SY42 0.00/12 Pitch 1 -Ply 0.00567.151 0.00575.352 1 10'06"00 F10A SY42 0.00/12 Pitch 1 -Ply 0.00898.671 0.00256.332 4 14'07"00 F11 SY42 0.00/12 Pitch 1 -Ply 0.00799.931 0.00791.752 7 18'05"00 F12 SY42 0.00/12 Pitch 1 -Ply 0.001000.421 0.001000.422 2 27'01"08 F13 SY42 0.00/12 Pitch 1 -Ply 0.001479.381 0.001479.382 1 09'11"00 F14 SY42 0.00/12 Pitch 1 -Ply 0.00543.271 0.00535.072 2 06'05"08 F15 SY42 0.00/12 Pitch 1 -Ply 0.00353.081 0.00344.842 1 18'03"08 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 0.002012.081 1 18'08"00 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 0.0056.691 0.001985.532 1 21'02"08 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 0.0053.731 0.002266.672 1 22'07"08 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 0.002476.261 1 04'06"00 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 0.0032.121 0.00450.382 1 04'11"08 FGE07 SY42GABL 0.00/12 Pitch 1 -Ply 0.00532.921 Page 3 of 4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF Job # 18414 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 02'09"08 FGE08 SY42GABL 0.00/12 Pitch 1 -Ply 0.00294.571 1 03'10"00 FGE09 SY42GABL 0.00/12 Pitch 1 -Ply 0.00421.671 1 06'05"08 FGE10 SY42GABL 0.00/12 Pitch 1 -Ply 0.00697.921 Total of Trusses 209 Maximun Height 11'00"13 Page 4 of 4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENTBRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING.2. RECEIPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OFSPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03.3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES.4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTEDPARTIES.5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORDREQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE.6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER ORENGINEER OF RECORD REQUIRED TO PROVIDE THIS - SEE NOTE 1 ABOVE.7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER.8. DO NOT CUT OR ALTER TRUSS MEMBERS OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS,EMAIL REPAIR REQUEST TO CUSTOMERSERVICE@TRUEHOUSE.COM. EMAIL SHOULD CONTAIN LOT NUMBER, SUBDIVISION, TRUSS NUMBER, SPECIFICSCOPE OF REPAIR, AND CONTRACTOR CONTACT INFO.SYMBOL INDICATES REQUIREDLATERAL BRACING. PERMANENTLATERAL BRACING IS THERESPONSIBILITY OF THE BUILDINGDESIGNER.SYMBOL AND TEXT INDICATESREQUIRED SIZE AND LOACTION OFTRUSS PLATE. PLATE TEETH MUSTBE FULLY EMBEDDED INTOLUMBER AND PLATES MAY NOT BECUT OR ALTERED.INDICATES LOCATION WHEREBEARINGS (SUPPORTS) OCCUR.ALL BEARINGS ARE CONSIDEREDTO BE NO 2 SYP (UNO).3 x 8DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS.3 x 82 x 44 x 54 x 54 x 58-11-153 x 84 x 5APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 9000 REGENCY SQUARE BLVD, STE. 100JACKSONVILLE, FL 32211 - 904.821.5200THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEXTECHNOLOGY.GENERAL NOTES AND DETAILSDocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF ROOF TRUSS CONNECTOR SPECIFICATIONSAPEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 9000 REGENCY SQUARE BLVD, STE. 100JACKSONVILLE, FL 32211 - 904.821.5200THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEXTECHNOLOGY.ROOF TRUSS HANGERSUPPORTING GIRDERGIRDER BOTTOM CHORDREACTIONUPLIFTREQUIRED FASTENERSGIRDERTRUSSONE PLY TRUSSESLUS261 PLY2x6886718(4) 0.148" x 1-1/2"(4) 0.148" x 2-1/2"HTU261 PLY2x61882840(20) 0.148" x 1-1/2"(14) 0.148" x 1-1/2"HTU262 PLY2x62688840(20) 0.148" x 2-1/2"(14) 0.148" x 1-1/2"HTU282 PLY2x83272830(26) 0.148" x 2-1/2"(14) 0.148" x 1-1/2"TWO PLY TRUSSESHTU26-22 PLY2x630071018(20) 0.148" x 2-1/2"(14) 0.148" x 2-1/2"HGUS26-22 PLY2x643931448(20) 0.148" x 2-1/2"(8) 0.148" x 2-1/2"HGUS28-22 PLY2x862662174(36) 0.148" x 2-1/2"(12) 0.148" x 2-1/2"THREE PLY TRUSSESHGUS26-32 PLY2x643931448(20) 0.148" x 2-1/2"(8) 0.148" x 2-1/2"HGUS28-32 PLY2x862662174(36) 0.148" x 2-1/2"(12) 0.148" x 2-1/2"HTU2102 PLY2x103612894(32) 0.148" x 2-1/2"(14) 0.148" x 1-1/2"HTU2101 PLY2x102528894(32) 0.148" x 1-1/2"(14) 0.148" x 1-1/2"HTU281 PLY2x82290830(26) 0.148" x 1-1/2"(14) 0.148" x 1-1/2"LUS262 PLY2x61150932(4) 0.148" x 2-1/2"(4) 0.148" x 2-1/2"HGUS210-22 PLY2x1076442752(46) 0.148" x 2-1/2"(16) 0.148" x 2-1/2"HGUS210-32 PLY2x1076442752(46) 0.148" x 2-1/2"(16) 0.148" x 2-1/2"TWO PLY TRUSSESTHREE PLY TRUSSESFOUR PLY TRUSSESHGUS28-42 PLY2x862662174(36) 0.148" x 2-1/2"(12) 0.148" x 2-1/2"HGUS210-42 PLY2x1076442752(46) 0.148" x 2-1/2"(16) 0.148" x 2-1/2"DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 9]3X3 1.25 R 1.25 [12]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 21.02 BC 120 0.19 21.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.15". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1154 /-/-/-/-/- M 1154 /-/-/-/-/- S Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2910 C - D 0 -2910 D - E 0 -3890 E - F 0 -3895 Chords Tens.Comp. F - G 0 -3890 G - H 0 -3890 H - I 0 -2910 I - J 0 -2910 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1696 0 R - Q 3626 0 Q - P 3626 0 Chords Tens.Comp. P - O 3895 0 O - N 3626 0 N - M 1696 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - S 0 -123 A - T 0 -103 S - B 0 -1980 B - R 1417 0 C - R 0 -243 R - D 0 -835D - P 545 -120 P - E 0 -171 F - O 0 -171 Webs Tens.Comp. O - H 545 -120 H - N 0 -835 I - N 0 -243 N - J 1417 0 J - M 0 -1980 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.394 E 635 360 VERT(CL):0.542 E 461 249 HORZ(LL):0.059 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.601 Max BC CSI:0.729 Max Web CSI:0.675 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F01 Ply: 1 Qty:6 Wgt: 115.9 lbs DRW: .../...08/23/2022 3"8 21'2"8 3" 2'6" 2'6"12 (TYP) 2'6" 3" 10'6" 10'6" 10'8"8 2"8 21'2"8 10'6"1'8"+ 10'1"2 A B C D E F G H I J KL MNOPQRS T 4X8 4X8 4X8 3X4 W=H0310 3X3[9] 3X3[12] W=3X4 3X4 4X8 4X8 4X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 9]3X3 1.25 R 1.25 [12]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 21.02 BC 120 0.19 21.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.39" DL: 0.15". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1154 /-/-/-/-/- M 1154 /-/-/-/-/- S Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2910 C - D 0 -2910 D - E 0 -3890 E - F 0 -3895 Chords Tens.Comp. F - G 0 -3890 G - H 0 -3890 H - I 0 -2910 I - J 0 -2910 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1696 0 R - Q 3626 0 Q - P 3626 0 Chords Tens.Comp. P - O 3895 0 O - N 3626 0 N - M 1696 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - S 0 -123 A - T 0 -103 S - B 0 -1980 B - R 1417 0 C - R 0 -243 R - D 0 -835D - P 545 -120 P - E 0 -171 F - O 0 -171 Webs Tens.Comp. O - H 545 -120 H - N 0 -835 I - N 0 -243 N - J 1417 0 J - M 0 -1980 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.394 E 635 360 VERT(CL):0.542 E 461 249 HORZ(LL):0.059 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.601 Max BC CSI:0.729 Max Web CSI:0.675 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F01 Ply: 1 Qty:6 Wgt: 115.9 lbs DRW: .../...08/23/2022 3"8 21'2"8 3" 2'6" 2'6"12 (TYP) 2'6" 3" 10'6" 10'6" 10'8"8 2"8 21'2"8 10'6"1'8"+ 10'1"2 A B C D E F G H I J KL MNOPQRS T 4X8 4X8 4X8 3X4 W=H0310 3X3[9] 3X3[12] W=3X4 3X4 4X8 4X8 4X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 23.15 BC 120 0.19 23.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.46" DL: 0.26". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1271 /-/-/-/-/- M 1271 /-/-/-/-/- S Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Support) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3299 C - D 0 -3299 D - E 0 -4663 E - F 0 -4673 Chords Tens.Comp. F - G 0 -4663 G - H 0 -4663 H - I 0 -3297 I - J 0 -3297 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1889 0 R - Q 4203 0 Q - P 4203 0 Chords Tens.Comp. P - O 4673 0 O - N 4205 0 N - M 1890 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - S 0 -124 A - T 0 -104 S - B 0 -2205 B - R 1646 0 C - R 0 -246 R - D 0 -1056D - P 890 0 P - E 0 -342 F - O 0 -339 Webs Tens.Comp. O - H 887 0 H - N 0 -1059 I - N 0 -243 N - J 1642 0 J - M 0 -2206 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.463 E 595 360 VERT(CL):0.638 E 431 275 HORZ(LL):0.067 M - - HORZ(TL):0.095 B - - Creep Factor: 2.0 Max TC CSI:0.899 Max BC CSI:0.892 Max Web CSI:0.784 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F02 Ply: 1 Qty:3 Wgt: 121.5 lbs DRW: .../...08/23/2022 T2 B2 3"8 23'4" 3" 2'6" 2'6"12(TYP)2'6" 3" 10'6" 10'6" 12'10" 2'4" 23'4" 10'6"1'8"++ 10'1"2 A B C D E F G H I J KL MNOPQRS T 4X8 4X8 4X8[6] 4X5 W=H03103X4 3X4 W=3X4 4X5 4X8[16] 4X8 4X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 23.15 BC 120 0.19 23.15Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.46" DL: 0.26". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1271 /-/-/-/-/- M 1271 /-/-/-/-/- S Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Support) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3299 C - D 0 -3299 D - E 0 -4663 E - F 0 -4673 Chords Tens.Comp. F - G 0 -4663 G - H 0 -4663 H - I 0 -3297 I - J 0 -3297 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1889 0 R - Q 4203 0 Q - P 4203 0 Chords Tens.Comp. P - O 4673 0 O - N 4205 0 N - M 1890 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - S 0 -124 A - T 0 -104 S - B 0 -2205 B - R 1646 0 C - R 0 -246 R - D 0 -1056D - P 890 0 P - E 0 -342 F - O 0 -339 Webs Tens.Comp. O - H 887 0 H - N 0 -1059 I - N 0 -243 N - J 1642 0 J - M 0 -2206 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.463 E 595 360 VERT(CL):0.638 E 431 275 HORZ(LL):0.067 M - - HORZ(TL):0.095 B - - Creep Factor: 2.0 Max TC CSI:0.899 Max BC CSI:0.892 Max Web CSI:0.784 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F02 Ply: 1 Qty:3 Wgt: 121.5 lbs DRW: .../...08/23/2022 T2 B2 3"8 23'4" 3" 2'6" 2'6"12(TYP)2'6" 3" 10'6" 10'6" 12'10" 2'4" 23'4" 10'6"1'8"++ 10'1"2 A B C D E F G H I J KL MNOPQRS T 4X8 4X8 4X8[6] 4X5 W=H03103X4 3X4 W=3X4 4X5 4X8[16] 4X8 4X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25[19]4X8 3.00 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 25.25BC 120 0.19 25.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1283 /-/-/-/-/- N 1502 /-/-/-/-/- T Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings T & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3297 C - D 0 -3297 D - E 0 -4658 E - F 0 -4668 F - G 0 -4658 Chords Tens.Comp. G - H 0 -4658 H - I 0 -3269 I - J 0 -3269 J - K 113 -16 K - L 113 -16 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 1887 0 S - R 4200 0R - Q 4200 0 Q - P 4668 0 Chords Tens.Comp. P - O 4186 0 O - N 1856 0N - M 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - T 0 -125 A - U 0 -104 T - B 0 -2204 B - S 1645 0C - S 0 -246 S - D 0 -1054 D - Q 890 -17 Q - E 0 -343 F - P 0 -352 Webs Tens.Comp. P - H 927 0 H - O 0 -1084 I - O 0 -255 O - J 1667 0J - N 0 -2147 K - N 0 -279 N - L 20 -141 L - M 3 -7 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.465 E 593 360 VERT(CL):0.646 E 427 275 HORZ(LL):0.066 N - - HORZ(TL):0.096 B - - Creep Factor: 2.0 Max TC CSI:0.918 Max BC CSI:0.900 Max Web CSI:0.794 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F03 Ply: 1 Qty:2 Wgt: 132.2 lbs DRW: .../...08/23/2022 T2 B2 3"8 23'4"1'11" 3" 2'6" 2'6"12(TYP)1'11"4 25'3" 10'6" 10'6" 12'10"8 2'4"8 25'3" 12'4"8 1'8"++ 10'1"2 A B C D E F G H I J K L MNOPQRST U 4X8 4X8 4X8[6] 4X5 W=H0310 3X4 3X4 W=3X4 4X5 4X8[16] 4X8 4X8[19] 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #1;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25[19]4X8 3.00 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 25.25BC 120 0.19 25.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 1283 /-/-/-/-/- N 1502 /-/-/-/-/- T Brg Wid = 5.5 Min Req =1.5 (Truss) N Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings T & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3297 C - D 0 -3297 D - E 0 -4658 E - F 0 -4668 F - G 0 -4658 Chords Tens.Comp. G - H 0 -4658 H - I 0 -3269 I - J 0 -3269 J - K 113 -16 K - L 113 -16 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 1887 0 S - R 4200 0R - Q 4200 0 Q - P 4668 0 Chords Tens.Comp. P - O 4186 0 O - N 1856 0N - M 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - T 0 -125 A - U 0 -104 T - B 0 -2204 B - S 1645 0C - S 0 -246 S - D 0 -1054 D - Q 890 -17 Q - E 0 -343 F - P 0 -352 Webs Tens.Comp. P - H 927 0 H - O 0 -1084 I - O 0 -255 O - J 1667 0J - N 0 -2147 K - N 0 -279 N - L 20 -141 L - M 3 -7 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.465 E 593 360 VERT(CL):0.646 E 427 275 HORZ(LL):0.066 N - - HORZ(TL):0.096 B - - Creep Factor: 2.0 Max TC CSI:0.918 Max BC CSI:0.900 Max Web CSI:0.794 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F03 Ply: 1 Qty:2 Wgt: 132.2 lbs DRW: .../...08/23/2022 T2 B2 3"8 23'4"1'11" 3" 2'6" 2'6"12(TYP)1'11"4 25'3" 10'6" 10'6" 12'10"8 2'4"8 25'3" 12'4"8 1'8"++ 10'1"2 A B C D E F G H I J K L MNOPQRST U 4X8 4X8 4X8[6] 4X5 W=H0310 3X4 3X4 W=3X4 4X5 4X8[16] 4X8 4X8[19] 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2; T2 4x2 SP #1;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 25.60 BC 120 0.19 25.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1138 /-/-/-/-/- Q 1418 /-/-/-/-/- O 370 /-31 /-/-/-/- W Brg Wid = 5.5 Min Req =1.5 (Truss) Q Brg Wid = 3.5 Min Req =1.5 (Truss)O Brg Wid = 1.5 Min Req =1.5 (Truss) Bearings W, Q, & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2858 C - D 0 -2858 D - E 0 -3792 E - F 0 -3798F - G 0 -3793 Chords Tens.Comp. G - H 0 -3793 H - I 0 -2804 I - J 0 -2804 J - K 219 -346 K - L 209 -354L - M 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1670 0 V - U 3547 0 U - T 3798 0 T - S 3519 0 Chords Tens.Comp. S - R 3519 0 R - Q 1602 0 Q - P 354 -209 P - O 354 -206 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - W 0 -124 A - X 0 -103W -B 0 -1949 B - V 1386 0 C - V 0 -243 V - D 0 -805 D - U 529 -147 U - E 0 -181 F - T 21 -154 T - H 554 -122 Webs Tens.Comp. H - R 0 -878 I - R 0 -265R - J 1445 0 J - Q 0 -1832 Q - K 0 -366 P - L 20 -72 L - O 241 -414 M - N 0 -139 O - N 0 -11 N - O 0 -144 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.370 F 669 360 VERT(CL):0.494 E 500 247 HORZ(LL):0.056 O - - HORZ(TL):0.077 O - - Creep Factor: 2.0 Max TC CSI:0.801 Max BC CSI:0.746 Max Web CSI:0.688 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F04 Ply: 1 Qty:2 Wgt: 136.9 lbs DRW: .../...08/23/2022 T23"8 20'10"4 4'11"4 3" 2'6" 2'6"12(TYP)2'6" 3" 25'9"8 10'6" 10'6" 10'6"8 0"8 20'11" 10'4"8 22'11" 2' 25'9"8 2'10"8 1'8"+ 10'1"2 A B C D EF G H I J K L MN OPQRSTUVW X 4X8 4X8 4X8 3X4 3X3[8]3X3[11] W=3X4 3X4 W=H0310 4X8 4X8 4X5 3X3 4X5 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2; T2 4x2 SP #1;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 25.60 BC 120 0.19 25.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 1138 /-/-/-/-/- Q 1418 /-/-/-/-/- O 370 /-31 /-/-/-/- W Brg Wid = 5.5 Min Req =1.5 (Truss) Q Brg Wid = 3.5 Min Req =1.5 (Truss)O Brg Wid = 1.5 Min Req =1.5 (Truss) Bearings W, Q, & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2858 C - D 0 -2858 D - E 0 -3792 E - F 0 -3798F - G 0 -3793 Chords Tens.Comp. G - H 0 -3793 H - I 0 -2804 I - J 0 -2804 J - K 219 -346 K - L 209 -354L - M 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 1670 0 V - U 3547 0 U - T 3798 0 T - S 3519 0 Chords Tens.Comp. S - R 3519 0 R - Q 1602 0 Q - P 354 -209 P - O 354 -206 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - W 0 -124 A - X 0 -103W -B 0 -1949 B - V 1386 0 C - V 0 -243 V - D 0 -805 D - U 529 -147 U - E 0 -181 F - T 21 -154 T - H 554 -122 Webs Tens.Comp. H - R 0 -878 I - R 0 -265R - J 1445 0 J - Q 0 -1832 Q - K 0 -366 P - L 20 -72 L - O 241 -414 M - N 0 -139 O - N 0 -11 N - O 0 -144 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.370 F 669 360 VERT(CL):0.494 E 500 247 HORZ(LL):0.056 O - - HORZ(TL):0.077 O - - Creep Factor: 2.0 Max TC CSI:0.801 Max BC CSI:0.746 Max Web CSI:0.688 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F04 Ply: 1 Qty:2 Wgt: 136.9 lbs DRW: .../...08/23/2022 T23"8 20'10"4 4'11"4 3" 2'6" 2'6"12(TYP)2'6" 3" 25'9"8 10'6" 10'6" 10'6"8 0"8 20'11" 10'4"8 22'11" 2' 25'9"8 2'10"8 1'8"+ 10'1"2 A B C D EF G H I J K L MN OPQRSTUVW X 4X8 4X8 4X8 3X4 3X3[8]3X3[11] W=3X4 3X4 W=H0310 4X8 4X8 4X5 3X3 4X5 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3; Plating Notes All plates are 4X8 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[12]4X5 2.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 20.75 BC 120 0.19 20.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=20'6" uses the followingsupport conditions: 20'6"Bearing K (20'6", 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1139 /-/-/-/-/- K 1131 /-/-/-/-/- Q Brg Wid = 5.5 Min Req =1.5 (Truss) K Brg Wid = -Min Req =- Bearing Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2867 C - D 0 -2867 D - E 0 -3693 E - F 0 -3698 Chords Tens.Comp. F - G 0 -2860 G - H 0 -2860 H - I 0 -2860 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1676 0 P - O 3550 0 O - N 3550 0 Chords Tens.Comp. N - M 3698 0 M - L 3693 0 L - K 1704 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. R - Q 0 -124 A - R 0 -104 Q - B 0 -1956 B - P 1390 0 C - P 0 -229 P - D 0 -797D - N 562 -185 Webs Tens.Comp. N - E 25 -203 M - F 204 -49 F - L 0 -1138 H - L 65 -276 L - I 1349 0 I - K 0 -1976J - K 0 -107 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.426 E 579 360 VERT(CL):0.607 E 406 246 HORZ(LL):0.062 B - - HORZ(TL):0.092 B - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.898 Max Web CSI:0.662 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F05 Ply: 1 Qty:4 Wgt: 115.4 lbs DRW: .../...08/23/2022 T2 B2 3"8 20'9" 3" 2'6" 2'6"12(TYP)2'6" 3" 2'7"8 2'6" 10'7"8 10'7"8 12'9" 2'1"8 20'9" 8'1'8"+ 10'1"2 A B C D E F G H I J KLMNOPQ R 1.5X3 1.5X3 3X4 W=H0310 4X5 3X3 3X3 4X5[12]W=3X4 1.5X3 1.5X3 4X5 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1; B2 4x2 SP 2400f-2.0E;Webs: 4x2 SP #3; Plating Notes All plates are 4X8 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[12]4X5 2.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 20.75 BC 120 0.19 20.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=20'6" uses the followingsupport conditions: 20'6"Bearing K (20'6", 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.23". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1139 /-/-/-/-/- K 1131 /-/-/-/-/- Q Brg Wid = 5.5 Min Req =1.5 (Truss) K Brg Wid = -Min Req =- Bearing Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2867 C - D 0 -2867 D - E 0 -3693 E - F 0 -3698 Chords Tens.Comp. F - G 0 -2860 G - H 0 -2860 H - I 0 -2860 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1676 0 P - O 3550 0 O - N 3550 0 Chords Tens.Comp. N - M 3698 0 M - L 3693 0 L - K 1704 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. R - Q 0 -124 A - R 0 -104 Q - B 0 -1956 B - P 1390 0 C - P 0 -229 P - D 0 -797D - N 562 -185 Webs Tens.Comp. N - E 25 -203 M - F 204 -49 F - L 0 -1138 H - L 65 -276 L - I 1349 0 I - K 0 -1976J - K 0 -107 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.426 E 579 360 VERT(CL):0.607 E 406 246 HORZ(LL):0.062 B - - HORZ(TL):0.092 B - - Creep Factor: 2.0 Max TC CSI:0.708 Max BC CSI:0.898 Max Web CSI:0.662 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F05 Ply: 1 Qty:4 Wgt: 115.4 lbs DRW: .../...08/23/2022 T2 B2 3"8 20'9" 3" 2'6" 2'6"12(TYP)2'6" 3" 2'7"8 2'6" 10'7"8 10'7"8 12'9" 2'1"8 20'9" 8'1'8"+ 10'1"2 A B C D E F G H I J KLMNOPQ R 1.5X3 1.5X3 3X4 W=H0310 4X5 3X3 3X3 4X5[12]W=3X4 1.5X3 1.5X3 4X5 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X8 4.25 L 1.25 [ 6]3X8 3.50 L 1.25[15]3X8 3.50 R 1.25 [16]3X8 4.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.69BC 120 0.19 18.69Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1026 /-/-/-/-/- L 1026 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings R & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2486 C - D 0 -2486 D - E 0 -3015 E - F 0 -3016 Chords Tens.Comp. F - G 0 -2479 G - H 0 -2479 H - I 0 -2479 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1485 0 Q - P 2988 0 P - O 2988 0 Chords Tens.Comp. O - N 3016 0 N - M 3014 0 M - L 1481 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - R 0 -123 A - S 0 -103 R - B 0 -1733 B - Q 1169 0 C - Q 0 -239 Q - D 0 -586D - O 330 -255 O - E 77 -58 Webs Tens.Comp. N - F 148 -88 F - M 0 -718 H - M 0 -264 M - I 1164 0 I - L 0 -1729 J - K 0 -104L - K 0 -11 K - L 0 -113 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.282 E 786 360 VERT(CL):0.389 E 571 240 HORZ(LL):0.047 L - - HORZ(TL):0.065 L - - Creep Factor: 2.0 Max TC CSI:0.630 Max BC CSI:0.941 Max Web CSI:0.557 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F06 Ply: 1 Qty:5 Wgt: 106.1 lbs DRW: .../...08/23/2022 3"8 18'10"8 3"2'6"2'6"12 (TYP) 2'6"3" 10'6" 10'6" 10'10"8 4"8 18'10"8 8'1'8"+10'1"2 A B C D E F G H I JK LMNOPQR S 1.5X3 3X8 3X8[4]1.5X3 3X8[6] 3X3 W=H0310 3X3 1.5X3 1.5X3 3X3 W=3X4 1.5X3 3X8[15] 3X8[16]1.5X3 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X8 4.25 L 1.25 [ 6]3X8 3.50 L 1.25[15]3X8 3.50 R 1.25 [16]3X8 4.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.69BC 120 0.19 18.69Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1026 /-/-/-/-/- L 1026 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings R & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2486 C - D 0 -2486 D - E 0 -3015 E - F 0 -3016 Chords Tens.Comp. F - G 0 -2479 G - H 0 -2479 H - I 0 -2479 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1485 0 Q - P 2988 0 P - O 2988 0 Chords Tens.Comp. O - N 3016 0 N - M 3014 0 M - L 1481 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - R 0 -123 A - S 0 -103 R - B 0 -1733 B - Q 1169 0 C - Q 0 -239 Q - D 0 -586D - O 330 -255 O - E 77 -58 Webs Tens.Comp. N - F 148 -88 F - M 0 -718 H - M 0 -264 M - I 1164 0 I - L 0 -1729 J - K 0 -104L - K 0 -11 K - L 0 -113 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.282 E 786 360 VERT(CL):0.389 E 571 240 HORZ(LL):0.047 L - - HORZ(TL):0.065 L - - Creep Factor: 2.0 Max TC CSI:0.630 Max BC CSI:0.941 Max Web CSI:0.557 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F06 Ply: 1 Qty:5 Wgt: 106.1 lbs DRW: .../...08/23/2022 3"8 18'10"8 3"2'6"2'6"12 (TYP) 2'6"3" 10'6" 10'6" 10'10"8 4"8 18'10"8 8'1'8"+10'1"2 A B C D E F G H I JK LMNOPQR S 1.5X3 3X8 3X8[4]1.5X3 3X8[6] 3X3 W=H0310 3X3 1.5X3 1.5X3 3X3 W=3X4 1.5X3 3X8[15] 3X8[16]1.5X3 3X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]4X5 O 1.50 [14]4X8 3.50 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 22.06BC 120 0.00 22.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=0' uses the followingsupport conditions: 0'Bearing S (0', 10'1"2) HHUS46Supporting Member: (3)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1213 /-/-/-/-/- M 1222 /-/-/-/-/- S Brg Wid = -Min Req =- M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -3161 C - D 0 -3161 D - E 0 -4331 E - F 0 -4339 Chords Tens.Comp. F - G 0 -4331 G - H 0 -3134 H - I 0 -3134 I - J 0 -3134 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1847 0 R - Q 3977 0 Q - P 3977 0 Chords Tens.Comp. P - O 4339 0 O - N 3962 0 N - M 1809 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - S 0 -107 S - B 0 -2142 B - R 1534 0 C - R 0 -241 R - D 0 -952 D - P 723 -71P - E 0 -265 F - O 0 -268 Webs Tens.Comp. O - G 735 -59 G - N 0 -966 I - N 0 -242 N - J 1547 0 J - M 0 -2111 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.456 E 580 360 VERT(CL):0.627 E 421 264 HORZ(LL):0.069 M - - HORZ(TL):0.094 M - - Creep Factor: 2.0 Max TC CSI:0.837 Max BC CSI:0.810 Max Web CSI:0.737 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F07 Ply: 1 Qty:6 Wgt: 119.6 lbs DRW: .../...08/23/2022 T2 3"8 22'3" 2'7"8 2'6"12 (TYP) 2'6" 3" 10'4"8 10'4"8 11'9" 1'4"8 22'3" 10'6"1'8"++ 10'1"2 A B C D E F G H I J KL MNOPQRS 1.5X3 4X5[1] 4X8 1.5X3 4X8 3X4 W=H0310 3X4 1.5X3 1.5X3 3X4 3X4 W=3X4 1.5X3 4X8[14] 4X8 1.5X3 4X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]4X5 O 1.50 [14]4X8 3.50 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 22.06BC 120 0.00 22.06Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=0' uses the followingsupport conditions: 0'Bearing S (0', 10'1"2) HHUS46Supporting Member: (3)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.45" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1213 /-/-/-/-/- M 1222 /-/-/-/-/- S Brg Wid = -Min Req =- M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -3161 C - D 0 -3161 D - E 0 -4331 E - F 0 -4339 Chords Tens.Comp. F - G 0 -4331 G - H 0 -3134 H - I 0 -3134 I - J 0 -3134 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1847 0 R - Q 3977 0 Q - P 3977 0 Chords Tens.Comp. P - O 4339 0 O - N 3962 0 N - M 1809 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - S 0 -107 S - B 0 -2142 B - R 1534 0 C - R 0 -241 R - D 0 -952 D - P 723 -71P - E 0 -265 F - O 0 -268 Webs Tens.Comp. O - G 735 -59 G - N 0 -966 I - N 0 -242 N - J 1547 0 J - M 0 -2111 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.456 E 580 360 VERT(CL):0.627 E 421 264 HORZ(LL):0.069 M - - HORZ(TL):0.094 M - - Creep Factor: 2.0 Max TC CSI:0.837 Max BC CSI:0.810 Max Web CSI:0.737 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F07 Ply: 1 Qty:6 Wgt: 119.6 lbs DRW: .../...08/23/2022 T2 3"8 22'3" 2'7"8 2'6"12 (TYP) 2'6" 3" 10'4"8 10'4"8 11'9" 1'4"8 22'3" 10'6"1'8"++ 10'1"2 A B C D E F G H I J KL MNOPQRS 1.5X3 4X5[1] 4X8 1.5X3 4X8 3X4 W=H0310 3X4 1.5X3 1.5X3 3X4 3X4 W=3X4 1.5X3 4X8[14] 4X8 1.5X3 4X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]3X3 1.25 R 1.25 [ 9]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.02BC 120 0.00 18.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 991 /-/-/-/-/- K 999 /-/-/-/-/- Q Brg Wid = -Min Req =- K Brg Wid = 5.5 Min Req =1.5 (Truss) Bearing K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -2413 C - D 0 -2413 D - E 0 -2865 Chords Tens.Comp. E - F 0 -2394 F - G 0 -2394 G - H 0 -2394 H - I 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1468 0 P - O 2865 0 O - N 2865 0 Chords Tens.Comp. N - M 2865 0 M - L 2864 0 L - K 1438 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - Q 0 -108 Q - B 0 -1702 B - P 1103 0 C - P 14 -292 P - D 0 -752 D - N 137 -109 M - E 143 -105 Webs Tens.Comp. E - L 0 -769 G - L 16 -292 L - H 1116 0 H - K 0 -1679 I - J 0 -105 K - J 0 -11 J - K 0 -114 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.247 N 876 360 VERT(CL):0.398 N 543 240 HORZ(LL):0.043 B - - HORZ(TL):0.071 B - - Creep Factor: 2.0 Max TC CSI:0.896 Max BC CSI:0.850 Max Web CSI:0.531 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F08 Ply: 1 Qty:2 Wgt: 100.0 lbs DRW: .../...08/23/2022 B2 3"8 18'2"8 2'7"8 2'6"12 (TYP) 2'6"3" 7'10"8 7'10"8 10'2"8 2'4" 18'2"8 8'1'8"+10'1"2 A B C D E F G H I J KLMNOPQ 1.5X3 4X5 3X8 1.5X3 3X8W=H0310 3X3[6] 1.5X3 1.5X3 3X3[9]W=3X41.5X3 3X8 3X8 1.5X3 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]3X3 1.25 R 1.25 [ 9]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.02BC 120 0.00 18.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 991 /-/-/-/-/- K 999 /-/-/-/-/- Q Brg Wid = -Min Req =- K Brg Wid = 5.5 Min Req =1.5 (Truss) Bearing K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -2413 C - D 0 -2413 D - E 0 -2865 Chords Tens.Comp. E - F 0 -2394 F - G 0 -2394 G - H 0 -2394 H - I 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1468 0 P - O 2865 0 O - N 2865 0 Chords Tens.Comp. N - M 2865 0 M - L 2864 0 L - K 1438 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - Q 0 -108 Q - B 0 -1702 B - P 1103 0 C - P 14 -292 P - D 0 -752 D - N 137 -109 M - E 143 -105 Webs Tens.Comp. E - L 0 -769 G - L 16 -292 L - H 1116 0 H - K 0 -1679 I - J 0 -105 K - J 0 -11 J - K 0 -114 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.247 N 876 360 VERT(CL):0.398 N 543 240 HORZ(LL):0.043 B - - HORZ(TL):0.071 B - - Creep Factor: 2.0 Max TC CSI:0.896 Max BC CSI:0.850 Max Web CSI:0.531 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F08 Ply: 1 Qty:2 Wgt: 100.0 lbs DRW: .../...08/23/2022 B2 3"8 18'2"8 2'7"8 2'6"12 (TYP) 2'6"3" 7'10"8 7'10"8 10'2"8 2'4" 18'2"8 8'1'8"+10'1"2 A B C D E F G H I J KLMNOPQ 1.5X3 4X5 3X8 1.5X3 3X8W=H0310 3X3[6] 1.5X3 1.5X3 3X3[9]W=3X41.5X3 3X8 3X8 1.5X3 3X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 22.73 BC 120 0.19 22.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.46" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1248 /-/-/-/-/- M 1248 /-/-/-/-/- S Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3223 C - D 0 -3223 D - E 0 -4506 E - F 0 -4515 Chords Tens.Comp. F - G 0 -4506 G - H 0 -4506 H - I 0 -3223 I - J 0 -3223 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1851 0 R - Q 4091 0 Q - P 4091 0 Chords Tens.Comp. P - O 4515 0 O - N 4091 0 N - M 1852 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - S 0 -124 A - T 0 -104 S - B 0 -2160 B - R 1601 0 C - R 0 -245 R - D 0 -1013D - P 823 -29 P - E 0 -321 F - O 0 -317 Webs Tens.Comp. O - H 816 -24 H - N 0 -1014 I - N 0 -244 N - J 1599 0 J - M 0 -2162 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.465 F 582 360 VERT(CL):0.585 F 462 270 HORZ(LL):0.073 M - - HORZ(TL):0.100 M - - Creep Factor: 2.0 Max TC CSI:0.843 Max BC CSI:0.870 Max Web CSI:0.762 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F09 Ply: 1 Qty:10 Wgt: 121.5 lbs DRW: .../...08/23/2022 T23"8 22'11" 3" 2'6" 2'6"12(TYP)2'6" 3" 10'6" 10'6" 12'5" 1'11" 22'11" 10'6"1'8"++ 10'1"2 A B C D E F G H I J KL MNOPQRS T 4X8 4X8 4X8[6] 4X5 W=H0310 3X4 3X4 W=3X4 4X5 4X8[16] 4X8 4X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plating Notes All plates are 1.5X3 except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X8 3.50 L 1.25 [16]4X8 3.50 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 22.73 BC 120 0.19 22.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.46" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 1248 /-/-/-/-/- M 1248 /-/-/-/-/- S Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings S & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -3223 C - D 0 -3223 D - E 0 -4506 E - F 0 -4515 Chords Tens.Comp. F - G 0 -4506 G - H 0 -4506 H - I 0 -3223 I - J 0 -3223 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1851 0 R - Q 4091 0 Q - P 4091 0 Chords Tens.Comp. P - O 4515 0 O - N 4091 0 N - M 1852 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - S 0 -124 A - T 0 -104 S - B 0 -2160 B - R 1601 0 C - R 0 -245 R - D 0 -1013D - P 823 -29 P - E 0 -321 F - O 0 -317 Webs Tens.Comp. O - H 816 -24 H - N 0 -1014 I - N 0 -244 N - J 1599 0 J - M 0 -2162 K - L 0 -103M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.465 F 582 360 VERT(CL):0.585 F 462 270 HORZ(LL):0.073 M - - HORZ(TL):0.100 M - - Creep Factor: 2.0 Max TC CSI:0.843 Max BC CSI:0.870 Max Web CSI:0.762 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F09 Ply: 1 Qty:10 Wgt: 121.5 lbs DRW: .../...08/23/2022 T23"8 22'11" 3" 2'6" 2'6"12(TYP)2'6" 3" 10'6" 10'6" 12'5" 1'11" 22'11" 10'6"1'8"++ 10'1"2 A B C D E F G H I J KL MNOPQRS T 4X8 4X8 4X8[6] 4X5 W=H0310 3X4 3X4 W=3X4 4X5 4X8[16] 4X8 4X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X3 1.25 L 1.25 [ 2]3X3 1.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.31BC 120 0.00 10.31Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=0' uses the followingsupport conditions: 0'Bearing J (0', 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 567 /-/-/-/-/- G 575 /-/-/-/-/- J Brg Wid = -Min Req =- G Brg Wid = 3.5 Min Req =1.5 (Truss) Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -872 Chords Tens.Comp. C - D 0 -876 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 744 0 I - H 876 0 Chords Tens.Comp. H - G 871 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -96 J - B 0 -863 B - I 280 0 I - C 39 -109 H - D 134 0 Webs Tens.Comp. D - G 0 -1017 E - F 42 -93 G - F 0 -11 F - G 40 -102 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.214 C 578 360 VERT(CL):0.325 C 381 240 HORZ(LL):0.058 B - - HORZ(TL):0.088 B - - Creep Factor: 2.0 Max TC CSI:0.967 Max BC CSI:0.765 Max Web CSI:0.291 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F10 Ply: 1 Qty:3 Wgt: 59.4 lbs DRW: .../...08/23/2022 3"8 10'6" 2'7"8 2'6"12 (TYP) 2'6"3" 5'3" 5'3" 7'7"8 2'4"8 10'6" 2'10"8 1'8"10'1"2 A B C D E F GHIJ 1.5X3 3X3[1] 3X3[2] 3X3 1.5X3 1.5X3 3X4 1.5X3 4X5 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X3 1.25 L 1.25 [ 2]3X3 1.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.31BC 120 0.00 10.31Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=0' uses the followingsupport conditions: 0'Bearing J (0', 10'1"2) HHUS46Supporting Member: (2)2x6 SP 2400f-2.0E(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 567 /-/-/-/-/- G 575 /-/-/-/-/- J Brg Wid = -Min Req =- G Brg Wid = 3.5 Min Req =1.5 (Truss) Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -872 Chords Tens.Comp. C - D 0 -876 D - E 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 744 0 I - H 876 0 Chords Tens.Comp. H - G 871 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -96 J - B 0 -863 B - I 280 0 I - C 39 -109 H - D 134 0 Webs Tens.Comp. D - G 0 -1017 E - F 42 -93 G - F 0 -11 F - G 40 -102 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.214 C 578 360 VERT(CL):0.325 C 381 240 HORZ(LL):0.058 B - - HORZ(TL):0.088 B - - Creep Factor: 2.0 Max TC CSI:0.967 Max BC CSI:0.765 Max Web CSI:0.291 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F10 Ply: 1 Qty:3 Wgt: 59.4 lbs DRW: .../...08/23/2022 3"8 10'6" 2'7"8 2'6"12 (TYP) 2'6"3" 5'3" 5'3" 7'7"8 2'4"8 10'6" 2'10"8 1'8"10'1"2 A B C D E F GHIJ 1.5X3 3X3[1] 3X3[2] 3X3 1.5X3 1.5X3 3X4 1.5X3 4X5 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.50BC 120 0.00 10.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*161 /-/-/-/-/- F 256 /-/-/-/-/- H Brg Wid = 67.0 Min Req =- F Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings H & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 51 0 Chords Tens.Comp. C - D 51 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 223 0 Chords Tens.Comp. G - F 223 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 0 -106 H - B 0 -259 B - G 0 -318 C - G 0 -255 Webs Tens.Comp. G - D 0 -318 D - F 0 -259 E - F 0 -106 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 B 999 360 VERT(CL):0.014 B 999 240 HORZ(LL):0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.439 Max BC CSI:0.552 Max Web CSI:0.091 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F10A Ply: 1 Qty:1 Wgt: 61.6 lbs DRW: .../...08/23/2022 10'6" 2'7"8 2'6" (TYP) 3" 5'3" 5'3" 10'6" 5'3"1'8"10'1"2 A B C D E F G H 1.5X3 3X3 3X3 3X3 3X8 3X3 1.5X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 10.50BC 120 0.00 10.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*161 /-/-/-/-/- F 256 /-/-/-/-/- H Brg Wid = 67.0 Min Req =- F Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings H & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 51 0 Chords Tens.Comp. C - D 51 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 223 0 Chords Tens.Comp. G - F 223 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 0 -106 H - B 0 -259 B - G 0 -318 C - G 0 -255 Webs Tens.Comp. G - D 0 -318 D - F 0 -259 E - F 0 -106 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 B 999 360 VERT(CL):0.014 B 999 240 HORZ(LL):0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.439 Max BC CSI:0.552 Max Web CSI:0.091 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F10A Ply: 1 Qty:1 Wgt: 61.6 lbs DRW: .../...08/23/2022 10'6" 2'7"8 2'6" (TYP) 3" 5'3" 5'3" 10'6" 5'3"1'8"10'1"2 A B C D E F G H 1.5X3 3X3 3X3 3X3 3X8 3X3 1.5X3 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X5 2.00 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 14.58BC 120 0.19 14.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 800 /-/-/-/-/- H 792 /-/-/-/-/- L Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = -Min Req =- Bearing L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1751 C - D 0 -1751 Chords Tens.Comp. D - E 0 -1786 E - F 0 -1774 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1108 0 K - J 1789 0 Chords Tens.Comp. J - I 1786 0 I - H 1135 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. M - L 0 -126 A - M 0 -105 L - B 0 -1293 B - K 750 0 C - K 0 -309 K - D 168 -305 Webs Tens.Comp. D - J 28 -140 E - I 0 -279 I - F 765 0 F - H 0 -1316 G - H 0 -109 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.173 D 999 360 VERT(CL):0.244 D 708 240 HORZ(LL):0.030 B - - HORZ(TL):0.046 B - - Creep Factor: 2.0 Max TC CSI:0.778 Max BC CSI:0.848 Max Web CSI:0.377 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F11 Ply: 1 Qty:4 Wgt: 81.8 lbs DRW: .../...08/23/2022 3"8 14'7" 3"2'6"2'6"12 (TYP) 2'6" 8' 8' 9'4" 1'4" 14'7" 5'3"1'8"+ 10'1"2 A B C D E F G HIJKL M 1.5X3 3X8 4X5 1.5X3 4X5[6] 3X3 1.5X3 1.5X3 3X4 4X5 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]4X5 2.00 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 14.58BC 120 0.19 14.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 800 /-/-/-/-/- H 792 /-/-/-/-/- L Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = -Min Req =- Bearing L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1751 C - D 0 -1751 Chords Tens.Comp. D - E 0 -1786 E - F 0 -1774 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. L - K 1108 0 K - J 1789 0 Chords Tens.Comp. J - I 1786 0 I - H 1135 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. M - L 0 -126 A - M 0 -105 L - B 0 -1293 B - K 750 0 C - K 0 -309 K - D 168 -305 Webs Tens.Comp. D - J 28 -140 E - I 0 -279 I - F 765 0 F - H 0 -1316 G - H 0 -109 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.173 D 999 360 VERT(CL):0.244 D 708 240 HORZ(LL):0.030 B - - HORZ(TL):0.046 B - - Creep Factor: 2.0 Max TC CSI:0.778 Max BC CSI:0.848 Max Web CSI:0.377 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F11 Ply: 1 Qty:4 Wgt: 81.8 lbs DRW: .../...08/23/2022 3"8 14'7" 3"2'6"2'6"12 (TYP) 2'6" 8' 8' 9'4" 1'4" 14'7" 5'3"1'8"+ 10'1"2 A B C D E F G HIJKL M 1.5X3 3X8 4X5 1.5X3 4X5[6] 3X3 1.5X3 1.5X3 3X4 4X5 1.5X3 3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.23BC 120 0.19 18.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1000 /-/-/-/-/- K 1000 /-/-/-/-/- Q Brg Wid = 5.5 Min Req =1.5 (Truss) K Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings Q & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2399 C - D 0 -2399 D - E 0 -2870 Chords Tens.Comp. E - F 0 -2398 F - G 0 -2398 G - H 0 -2398 H - I 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1440 0 P - O 2869 0 O - N 2869 0 Chords Tens.Comp. N - M 2870 0 M - L 2869 0 L - K 1440 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. R - Q 0 -125 A - R 0 -105 Q - B 0 -1681 B - P 1119 0 C - P 18 -292 P - D 0 -773 D - N 140 -106M - E 141 -106 Webs Tens.Comp. E - L 0 -774 G - L 18 -292 L - H 1118 0 H - K 0 -1681 I - J 0 -105 K - J 0 -11 J - K 0 -114 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.243 M 889 360 VERT(CL):0.403 N 536 240 HORZ(LL):0.044 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.938 Max BC CSI:0.846 Max Web CSI:0.533 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F12 Ply: 1 Qty:7 Wgt: 101.9 lbs DRW: .../...08/23/2022 B2 3"8 18'5" 3"2'6"2'6"12 (TYP) 2'6"3" 8' 8' 10'5" 2'5" 18'5" 8'1'8"+10'1"2 A B C D E F G H I J KLMNOPQ R 1.5X3 3X8 3X8 1.5X3 3X8W=H0310 3X3[8] 1.5X3 1.5X3 3X3[11]W=3X4 1.5X3 3X8 3X8 1.5X3 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2; B2 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 8]3X3 1.25 R 1.25 [11]3X3 1.25 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 18.23BC 120 0.19 18.23Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes + 2x6 continuous strongback. See detailSTRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 1000 /-/-/-/-/- K 1000 /-/-/-/-/- Q Brg Wid = 5.5 Min Req =1.5 (Truss) K Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings Q & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2399 C - D 0 -2399 D - E 0 -2870 Chords Tens.Comp. E - F 0 -2398 F - G 0 -2398 G - H 0 -2398 H - I 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1440 0 P - O 2869 0 O - N 2869 0 Chords Tens.Comp. N - M 2870 0 M - L 2869 0 L - K 1440 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. R - Q 0 -125 A - R 0 -105 Q - B 0 -1681 B - P 1119 0 C - P 18 -292 P - D 0 -773 D - N 140 -106M - E 141 -106 Webs Tens.Comp. E - L 0 -774 G - L 18 -292 L - H 1118 0 H - K 0 -1681 I - J 0 -105 K - J 0 -11 J - K 0 -114 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.243 M 889 360 VERT(CL):0.403 N 536 240 HORZ(LL):0.044 B - - HORZ(TL):0.073 B - - Creep Factor: 2.0 Max TC CSI:0.938 Max BC CSI:0.846 Max Web CSI:0.533 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F12 Ply: 1 Qty:7 Wgt: 101.9 lbs DRW: .../...08/23/2022 B2 3"8 18'5" 3"2'6"2'6"12 (TYP) 2'6"3" 8' 8' 10'5" 2'5" 18'5" 8'1'8"+10'1"2 A B C D E F G H I J KLMNOPQ R 1.5X3 3X8 3X8 1.5X3 3X8W=H0310 3X3[8] 1.5X3 1.5X3 3X3[11]W=3X4 1.5X3 3X8 3X8 1.5X3 3X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;T4 4x2 SP #1;Bot chord: 4x2 SP #1; B2,B4 4x2 SP #2;Webs: 4x2 SP #3; Plating Notes All plates are 4X5(R) except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X4 O 2.50 [ 4]6X6 2.75 L 2.75[ 5]6X6 3.25 L 2.75 [ 6]5X7 2.25 L 2.75[ 7]5X7 2.75 L 2.75 [ 9]4X5 2.25 L 2.75[24]4X5 2.25 R 2.75 [26]5X7 2.75 R 2.75[27]5X7 2.25 R 2.75 [28]6X6 3.25 R 2.75[29]6X6 2.75 R 2.75 [30]3X4 O 2.50 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 26.94BC 120 0.19 26.94Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE 1479 /-/-/-/-/- R 1479 /-/-/-/-/- AE Brg Wid = 5.5 Min Req =1.5 (Truss) R Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings AE & R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2377 C - D 0 -4232 D - E 0 -5599 E - F 0 -6479 F - G 0 -6905 G - H 0 -6905H - I 0 -6910 Chords Tens.Comp. I - J 0 -6905 J - K 0 -6479 K - L 0 -6479 L - M 0 -5599 M - N 0 -4231 N - O 0 -2376 O - P 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AD 1312 0 AD-AC 3418 0 AC-AB 5024 0 AB-AA 6153 0 AA- Z 6782 0 Z - Y 6782 0 Y - X 6910 0 Chords Tens.Comp. X - W 6782 0 W -V 6782 0 V - U 6153 0 U - T 5024 0 T - S 3418 0 S - R 1312 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. AF-AE 0 -61 A -AF 0 -41 AE- B 0 -1931 B -AD 1609 0 AD- C 0 -1574 C -AC 1230 0 AC- D 0 -1197 D -AB 870 0 AB- E 0 -837 E -AA 523 0 AA- F 0 -540 F - Y 633 -310 Y - H 139 -342I - X 140 -344 Webs Tens.Comp. X - J 634 -311 J - V 0 -539 V - L 522 0 L - U 0 -837 U - M 870 0 M - T 0 -1197 T - N 1230 0 N - S 0 -1574 S - O 1609 0 O - R 0 -1931 P - Q 0 -41 R - Q 0 -11 Q - R 0 -50 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.504 H 637 360 VERT(CL):0.693 H 463 321 HORZ(LL):0.069 R - - HORZ(TL):0.095 R - - Creep Factor: 2.0 Max TC CSI:0.425 Max BC CSI:0.875 Max Web CSI:0.766 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F13 Ply: 1 Qty:2 Wgt: 224.6 lbs DRW: .../...08/23/2022 T2 T4 B2 B4 3"8 27'1"8 3"2'6"(TYP) 1'3"12 1'3"12 3" 12'10"8 12'10"8 14'3" 1'4"8 27'1"8 12'10"8 1'8"1"8 10'1"2 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAE AF 3X4[1] 5X7 6X6[4] 6X6[5] 5X7(R)[6] 5X7(R)[7] 5X5 4X5(R)[9]4X4(R)W=H0310 W=3X44X5 4X5 W=H0310 W=3X4 4X4(R)4X5(R)[24] 5X5 5X7(R)[26] 5X7(R)[27] 6X6[28] 6X6[29]3X4[30] 5X7 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E; T2 4x2 SP #2;T4 4x2 SP #1;Bot chord: 4x2 SP #1; B2,B4 4x2 SP #2;Webs: 4x2 SP #3; Plating Notes All plates are 4X5(R) except as noted. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 1]3X4 O 2.50 [ 4]6X6 2.75 L 2.75[ 5]6X6 3.25 L 2.75 [ 6]5X7 2.25 L 2.75[ 7]5X7 2.75 L 2.75 [ 9]4X5 2.25 L 2.75[24]4X5 2.25 R 2.75 [26]5X7 2.75 R 2.75[27]5X7 2.25 R 2.75 [28]6X6 3.25 R 2.75[29]6X6 2.75 R 2.75 [30]3X4 O 2.50 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 26.94BC 120 0.19 26.94Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.50" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1" Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE 1479 /-/-/-/-/- R 1479 /-/-/-/-/- AE Brg Wid = 5.5 Min Req =1.5 (Truss) R Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings AE & R Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -2377 C - D 0 -4232 D - E 0 -5599 E - F 0 -6479 F - G 0 -6905 G - H 0 -6905H - I 0 -6910 Chords Tens.Comp. I - J 0 -6905 J - K 0 -6479 K - L 0 -6479 L - M 0 -5599 M - N 0 -4231 N - O 0 -2376 O - P 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AD 1312 0 AD-AC 3418 0 AC-AB 5024 0 AB-AA 6153 0 AA- Z 6782 0 Z - Y 6782 0 Y - X 6910 0 Chords Tens.Comp. X - W 6782 0 W -V 6782 0 V - U 6153 0 U - T 5024 0 T - S 3418 0 S - R 1312 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. AF-AE 0 -61 A -AF 0 -41 AE- B 0 -1931 B -AD 1609 0 AD- C 0 -1574 C -AC 1230 0 AC- D 0 -1197 D -AB 870 0 AB- E 0 -837 E -AA 523 0 AA- F 0 -540 F - Y 633 -310 Y - H 139 -342I - X 140 -344 Webs Tens.Comp. X - J 634 -311 J - V 0 -539 V - L 522 0 L - U 0 -837 U - M 870 0 M - T 0 -1197 T - N 1230 0 N - S 0 -1574 S - O 1609 0 O - R 0 -1931 P - Q 0 -41 R - Q 0 -11 Q - R 0 -50 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.504 H 637 360 VERT(CL):0.693 H 463 321 HORZ(LL):0.069 R - - HORZ(TL):0.095 R - - Creep Factor: 2.0 Max TC CSI:0.425 Max BC CSI:0.875 Max Web CSI:0.766 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F13 Ply: 1 Qty:2 Wgt: 224.6 lbs DRW: .../...08/23/2022 T2 T4 B2 B4 3"8 27'1"8 3"2'6"(TYP) 1'3"12 1'3"12 3" 12'10"8 12'10"8 14'3" 1'4"8 27'1"8 12'10"8 1'8"1"8 10'1"2 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAE AF 3X4[1] 5X7 6X6[4] 6X6[5] 5X7(R)[6] 5X7(R)[7] 5X5 4X5(R)[9]4X4(R)W=H0310 W=3X44X5 4X5 W=H0310 W=3X4 4X4(R)4X5(R)[24] 5X5 5X7(R)[26] 5X7(R)[27] 6X6[28] 6X6[29]3X4[30] 5X7 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X3 1.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 9.92BC 117 0.19 9.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 543 /-/-/-/-/- F 535 /-/-/-/-/- I Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings I & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -790 Chords Tens.Comp. C - D 0 -793 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 681 0 H - G 793 0 Chords Tens.Comp. G - F 789 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - I 0 -113 A - J 0 -94 I - B 0 -795 B - H 243 0 Webs Tens.Comp. H - C 39 -84 G - D 128 0 D - F 0 -915 E - F 20 -105 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.145 C 803 360 VERT(CL):0.221 C 529 240 HORZ(LL):0.039 B - - HORZ(TL):0.059 B - - Creep Factor: 2.0 Max TC CSI:0.854 Max BC CSI:0.650 Max Web CSI:0.262 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F14 Ply: 1 Qty:1 Wgt: 53.8 lbs DRW: .../...08/23/2022 3"8 9'11" 3"2'6"2'6"12 2'6" 5'4"8 5'4"8 7'2" 1'9"8 9'11" 2'9"1'8"10'1"2 A B C D E FGHI J 1.5X3 4X5 3X3[4] 3X3 1.5X3 1.5X3 3X4 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X3 1.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 9.92BC 117 0.19 9.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I 543 /-/-/-/-/- F 535 /-/-/-/-/- I Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings I & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -790 Chords Tens.Comp. C - D 0 -793 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 681 0 H - G 793 0 Chords Tens.Comp. G - F 789 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - I 0 -113 A - J 0 -94 I - B 0 -795 B - H 243 0 Webs Tens.Comp. H - C 39 -84 G - D 128 0 D - F 0 -915 E - F 20 -105 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.145 C 803 360 VERT(CL):0.221 C 529 240 HORZ(LL):0.039 B - - HORZ(TL):0.059 B - - Creep Factor: 2.0 Max TC CSI:0.854 Max BC CSI:0.650 Max Web CSI:0.262 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F14 Ply: 1 Qty:1 Wgt: 53.8 lbs DRW: .../...08/23/2022 3"8 9'11" 3"2'6"2'6"12 2'6" 5'4"8 5'4"8 7'2" 1'9"8 9'11" 2'9"1'8"10'1"2 A B C D E FGHI J 1.5X3 4X5 3X3[4] 3X3 1.5X3 1.5X3 3X4 1.5X3 3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-2-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 353 /-/-/-/-/- E 345 /-/-/-/-/- H Brg Wid = 3.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =- Bearing H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2 0 B - C 0 -546 Chords Tens.Comp. C - D 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 545 0 G - F 546 0 Chords Tens.Comp. F - E 545 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. I - H 0 -137 A - I 0 -116 H - B 0 -588 B - G 83 -42 Webs Tens.Comp. F - C 78 -47 C - E 0 -587 D - E 0 -119 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.029 F 999 360 VERT(CL):0.043 F 999 240 HORZ(LL):0.005 B - - HORZ(TL):0.008 B - - Creep Factor: 2.0 Max TC CSI:0.462 Max BC CSI:0.287 Max Web CSI:0.161 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F15 Ply: 1 Qty:2 Wgt: 37.8 lbs DRW: .../...08/23/2022 3"8 6'5"8 3"2'6"2'6" 2'10"8 2'10"8 3'8"8 10" 6'5"8 2'9"1'2"10'1"2 A B C D EFGH I 1.5X3 4X5 3X3 1.5X3 1.5X3 3X3 1.5X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-2-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 353 /-/-/-/-/- E 345 /-/-/-/-/- H Brg Wid = 3.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =- Bearing H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 2 0 B - C 0 -546 Chords Tens.Comp. C - D 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 545 0 G - F 546 0 Chords Tens.Comp. F - E 545 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. I - H 0 -137 A - I 0 -116 H - B 0 -588 B - G 83 -42 Webs Tens.Comp. F - C 78 -47 C - E 0 -587 D - E 0 -119 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.029 F 999 360 VERT(CL):0.043 F 999 240 HORZ(LL):0.005 B - - HORZ(TL):0.008 B - - Creep Factor: 2.0 Max TC CSI:0.462 Max BC CSI:0.287 Max Web CSI:0.161 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:F15 Ply: 1 Qty:2 Wgt: 37.8 lbs DRW: .../...08/23/2022 3"8 6'5"8 3"2'6"2'6" 2'10"8 2'10"8 3'8"8 10" 6'5"8 2'9"1'2"10'1"2 A B C D EFGH I 1.5X3 4X5 3X3 1.5X3 1.5X3 3X3 1.5X3 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #1; W3 2x4 SP #2;W42x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 261 plf at 0.00 to 261 plf at 16.50 BC: From 5 plf at 0.00 to 5 plf at 16.50BC: 991 lb Conc. Load at 2.00, 4.00BC: 1213 lb Conc. Load at 6.00, 7.00, 9.00,11.0013.00,15.00 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.50 BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 6611 /-/-/-/-/- Q 7041 /-/-/-/-/- P Brg Wid = 5.5 Min Req =2.4 (Support) Q Brg Wid = 5.5 Min Req =2.6 (Support) Bearings P & Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3582 B - C 0 -6416 C - D 0 -7965 D - E 0 -7984 Chords Tens.Comp. E - F 0 -7943 F - G 0 -6443 G - H 0 -3707 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 48 0 O - N 4201 0 N - M 6787 0 M - L 7984 0 Chords Tens.Comp. L - K 6796 0 K - J 4302 0 J - I 52 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 0 -2088 A - O 4019 0 O - B 0 -1744 B - N 2643 0 N - C 0 -1048 C - M 1406 0M - D 0 -102 Webs Tens.Comp. E - L 0 -225 L - F 1368 0 F - K 0 -993 K - G 2555 0 G - J 0 -1678 J - H 4156 0H - I 0 -2157 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 D 966 240 VERT(CL):0.341 D 580 198 HORZ(LL):0.038 A - - HORZ(TL):0.064 A - - Creep Factor: 2.0 Max TC CSI:0.490 Max BC CSI:0.643 Max Web CSI:0.792 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG01 Ply: 3 Qty:1 Wgt: 338.1 lbs DRW: .../...08/23/2022 W2 W3 W4 W4 W3 W2 16'6" 2'8"5 2'8"5 5'0"1 2'3"13 7'1"2 2'1"1 9'4"14 2'3"13 11'5"15 2'1"1 13'9"11 2'3"13 16'6" 2'8"5 2'2"5 2'2"5 4'6"9 2'4"5 6'10"6 2'3"13 9'7"10 2'9"5 11'11"7 2'3"13 14'3"11 2'4"5 16'6" 2'2"51'8"10'1"2 A B C D E F G H IJKLMNOPQ 6X10(**) 3X8 6X12 6X8 H1010(**)(I) 4X8 4X8 3X4 3X4 4X8 8X8(**) 6X8 6X8 6X12 6X8(I) 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #1; W3 2x4 SP #2;W42x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 7.25" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 261 plf at 0.00 to 261 plf at 16.50 BC: From 5 plf at 0.00 to 5 plf at 16.50BC: 991 lb Conc. Load at 2.00, 4.00BC: 1213 lb Conc. Load at 6.00, 7.00, 9.00,11.0013.00,15.00 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.50 BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 6611 /-/-/-/-/- Q 7041 /-/-/-/-/- P Brg Wid = 5.5 Min Req =2.4 (Support) Q Brg Wid = 5.5 Min Req =2.6 (Support) Bearings P & Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3582 B - C 0 -6416 C - D 0 -7965 D - E 0 -7984 Chords Tens.Comp. E - F 0 -7943 F - G 0 -6443 G - H 0 -3707 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 48 0 O - N 4201 0 N - M 6787 0 M - L 7984 0 Chords Tens.Comp. L - K 6796 0 K - J 4302 0 J - I 52 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 0 -2088 A - O 4019 0 O - B 0 -1744 B - N 2643 0 N - C 0 -1048 C - M 1406 0M - D 0 -102 Webs Tens.Comp. E - L 0 -225 L - F 1368 0 F - K 0 -993 K - G 2555 0 G - J 0 -1678 J - H 4156 0H - I 0 -2157 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.205 D 966 240 VERT(CL):0.341 D 580 198 HORZ(LL):0.038 A - - HORZ(TL):0.064 A - - Creep Factor: 2.0 Max TC CSI:0.490 Max BC CSI:0.643 Max Web CSI:0.792 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG01 Ply: 3 Qty:1 Wgt: 338.1 lbs DRW: .../...08/23/2022 W2 W3 W4 W4 W3 W2 16'6" 2'8"5 2'8"5 5'0"1 2'3"13 7'1"2 2'1"1 9'4"14 2'3"13 11'5"15 2'1"1 13'9"11 2'3"13 16'6" 2'8"5 2'2"5 2'2"5 4'6"9 2'4"5 6'10"6 2'3"13 9'7"10 2'9"5 11'11"7 2'3"13 14'3"11 2'4"5 16'6" 2'2"51'8"10'1"2 A B C D E F G H IJKLMNOPQ 6X10(**) 3X8 6X12 6X8 H1010(**)(I) 4X8 4X8 3X4 3X4 4X8 8X8(**) 6X8 6X8 6X12 6X8(I) 3X8 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3; W4 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 6.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 18.67TC: From 387 plf at 18.67 to 387 plf at 27.13BC: From 10 plf at 0.00 to 10 plf at 27.13 Plating Notes All plates are 3X8 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 27.13 BC 120 0.00 27.13Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1870 /-/-/-/-/- W 3541 /-/-/-/-/- V Brg Wid = 5.5 Min Req =1.5 (Support) W Brg Wid = 5.5 Min Req =1.9 (Support) Bearings V & W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1722 B - C 0 -3289 C - D 0 -4475 D - E 0 -5688 E - F 0 -5756 Chords Tens.Comp. F - G 0 -5774 G - H 0 -6288 H - I 0 -6106 I - J 0 -5160 J - K 0 -3003 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 30 0 U - T 2032 0 T - S 3535 0S - R 4693 0 R - Q 5756 0 Chords Tens.Comp. Q - P 6260 0 P - O 6239 0 O - N 5483 0N - M 3549 0 M - L 55 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - V 0 -885 A - U 1867 0 U - B 0 -874 B - T 1430 0T - C 0 -695 C - S 1070 0 S - D 0 -613 D - R 1132 0 R - E 0 -363 F - Q 101 -136 Webs Tens.Comp. Q - G 386 -554 G - P 130 -193 P - H 378 -129 H - O 0 -373O - I 709 0 I - N 0 -911 N - J 1833 0 J - M 0 -1541 M - K 3251 0 K - L 0 -1682 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.369 Q 882 360 VERT(CL):0.669 Q 486 325 HORZ(LL):0.042 L - - HORZ(TL):0.076 L - - Creep Factor: 2.0 Max TC CSI:0.375 Max BC CSI:0.593 Max Web CSI:0.917 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG02 Ply: 2 Qty:1 Wgt: 365.4 lbs DRW: .../...08/23/2022 W2 W3 W3 W3 W3 W3 W3 W3 W4 27'1"8 3'0"11 3'0"11 5'8"14 2'8"3 8'5"2 2'8"3 10'10"9 2'5"7 13'6"12 2'8"3 16'0"3 2'5"7 18'8"6 2'8"3 21'4"10 2'8"3 24'0"13 2'8"3 27'1"8 3'0"11 2'7"3 2'7"3 5'3"6 2'8"3 7'11"10 2'8"3 10'8"13 2'9"3 13'9"8 3'0"11 16'4"11 2'7"3 19'1"14 2'9"3 21'10"2 2'8"3 24'6"5 2'8"3 27'1"8 2'7"31'8"10'1"2 A B C D E F G H I J K LMNOPQRSTUV W 4X10(**) 3X4 4X10 5X7 5X7 4X8 4X8 4X8 8X8(**) 3X4 8X8(**) H1010(**)(I)6X6 6X6 8X8 8X8 4X5 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3; W4 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 6.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 18.67TC: From 387 plf at 18.67 to 387 plf at 27.13BC: From 10 plf at 0.00 to 10 plf at 27.13 Plating Notes All plates are 3X8 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 27.13 BC 120 0.00 27.13Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1870 /-/-/-/-/- W 3541 /-/-/-/-/- V Brg Wid = 5.5 Min Req =1.5 (Support) W Brg Wid = 5.5 Min Req =1.9 (Support) Bearings V & W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1722 B - C 0 -3289 C - D 0 -4475 D - E 0 -5688 E - F 0 -5756 Chords Tens.Comp. F - G 0 -5774 G - H 0 -6288 H - I 0 -6106 I - J 0 -5160 J - K 0 -3003 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 30 0 U - T 2032 0 T - S 3535 0S - R 4693 0 R - Q 5756 0 Chords Tens.Comp. Q - P 6260 0 P - O 6239 0 O - N 5483 0N - M 3549 0 M - L 55 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - V 0 -885 A - U 1867 0 U - B 0 -874 B - T 1430 0T - C 0 -695 C - S 1070 0 S - D 0 -613 D - R 1132 0 R - E 0 -363 F - Q 101 -136 Webs Tens.Comp. Q - G 386 -554 G - P 130 -193 P - H 378 -129 H - O 0 -373O - I 709 0 I - N 0 -911 N - J 1833 0 J - M 0 -1541 M - K 3251 0 K - L 0 -1682 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.369 Q 882 360 VERT(CL):0.669 Q 486 325 HORZ(LL):0.042 L - - HORZ(TL):0.076 L - - Creep Factor: 2.0 Max TC CSI:0.375 Max BC CSI:0.593 Max Web CSI:0.917 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG02 Ply: 2 Qty:1 Wgt: 365.4 lbs DRW: .../...08/23/2022 W2 W3 W3 W3 W3 W3 W3 W3 W4 27'1"8 3'0"11 3'0"11 5'8"14 2'8"3 8'5"2 2'8"3 10'10"9 2'5"7 13'6"12 2'8"3 16'0"3 2'5"7 18'8"6 2'8"3 21'4"10 2'8"3 24'0"13 2'8"3 27'1"8 3'0"11 2'7"3 2'7"3 5'3"6 2'8"3 7'11"10 2'8"3 10'8"13 2'9"3 13'9"8 3'0"11 16'4"11 2'7"3 19'1"14 2'9"3 21'10"2 2'8"3 24'6"5 2'8"3 27'1"8 2'7"31'8"10'1"2 A B C D E F G H I J K LMNOPQRSTUV W 4X10(**) 3X4 4X10 5X7 5X7 4X8 4X8 4X8 8X8(**) 3X4 8X8(**) H1010(**)(I)6X6 6X6 8X8 8X8 4X5 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #2; W3 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 8.12BC: From 5 plf at 0.00 to 5 plf at 8.12BC: 792 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 BC: 1131 lb Conc. Load at 2.54, 4.54, 6.54 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 8.12 BC 97 0.00 8.12Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 3210 /-/-/-/39 /- I 3610 /-/-/-/39 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.7 (Support) I Brg Wid = 6.0 Min Req =1.9 (Support)Bearings H & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 -2683 B - C 26 -2683 Chords Tens.Comp. C - D 23 -2693 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 53 -1 G - F 2700 -30 Chords Tens.Comp. F - E 50 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 20 -1282 A - G 2904 -28 G - C 4 -19 B - G 33 0 Webs Tens.Comp. C - F 19 -20 F - D 2968 -25 D - E 20 -1389 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 21.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.050 G 999 240 VERT(CL):0.079 G 999 180 HORZ(LL):0.013 A - - HORZ(TL):0.021 A - - Creep Factor: 2.0 Max TC CSI:0.441 Max BC CSI:0.431 Max Web CSI:0.822 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG03 Ply: 2 Qty:1 Wgt: 112.0 lbs DRW: .../...08/23/2022 W2 W3 W2 8'1"8 2'9"1 2'9"1 5'1"11 2'4"9 8'1"8 2'11"13 2'9"1 2'9"1 5'7"3 2'10"1 8'1"8 2'6"51'8"10'1"2 A B C D EFGHI 4X10(**) 4X4 3X4 6X12(I) 3X8 6X8 6X8(**) 4X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #2; W3 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 8.12BC: From 5 plf at 0.00 to 5 plf at 8.12BC: 792 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 BC: 1131 lb Conc. Load at 2.54, 4.54, 6.54 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 8.12 BC 97 0.00 8.12Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 3210 /-/-/-/39 /- I 3610 /-/-/-/39 /- Wind reactions based on MWFRS H Brg Wid = 5.5 Min Req =1.7 (Support) I Brg Wid = 6.0 Min Req =1.9 (Support)Bearings H & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 -2683 B - C 26 -2683 Chords Tens.Comp. C - D 23 -2693 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 53 -1 G - F 2700 -30 Chords Tens.Comp. F - E 50 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 20 -1282 A - G 2904 -28 G - C 4 -19 B - G 33 0 Webs Tens.Comp. C - F 19 -20 F - D 2968 -25 D - E 20 -1389 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 21.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.050 G 999 240 VERT(CL):0.079 G 999 180 HORZ(LL):0.013 A - - HORZ(TL):0.021 A - - Creep Factor: 2.0 Max TC CSI:0.441 Max BC CSI:0.431 Max Web CSI:0.822 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG03 Ply: 2 Qty:1 Wgt: 112.0 lbs DRW: .../...08/23/2022 W2 W3 W2 8'1"8 2'9"1 2'9"1 5'1"11 2'4"9 8'1"8 2'11"13 2'9"1 2'9"1 5'7"3 2'10"1 8'1"8 2'6"51'8"10'1"2 A B C D EFGHI 4X10(**) 4X4 3X4 6X12(I) 3X8 6X8 6X8(**) 4X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 5.67TC: From 100 plf at 5.67 to 100 plf at 16.29BC: From 5 plf at 0.00 to 5 plf at 5.67 BC: From 10 plf at 5.67 to 10 plf at 16.29BC: 345 lb Conc. Load at 1.65, 3.65BC: 878 lb Conc. Load at 5.67 Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.29 BC 120 0.00 16.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1789 /-/-/-/-/- I 1259 /-/-/-/-/- P Brg Wid = 5.5 Min Req =1.5 (Support) I Brg Wid = 3.5 Min Req =1.5 (Support) Bearings P & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1383 B - C 0 -2393 C - D 0 -2611 D - E 0 -2611 Chords Tens.Comp. E - F 0 -2017 F - G 0 -1995 G - H 0 -927 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 7 0 O - N 1524 0 N - M 2432 0 M - L 2059 0 Chords Tens.Comp. L - K 2017 0 K - J 1081 0 J - I 6 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 0 -814 A - O 1581 0 O - B 0 -638 B - N 1035 0 N - C 0 -223 C - M 211 0M - E 644 -113 Webs Tens.Comp. D - M 0 -123 E - L 0 -378 F - K 0 -197 K - G 1089 0 G - J 0 -698 J - H 1058 0H - I 0 -584 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.141 D 999 360 VERT(CL):0.193 D 999 240 HORZ(LL):0.029 A - - HORZ(TL):0.040 A - - Creep Factor: 2.0 Max TC CSI:0.456 Max BC CSI:0.337 Max Web CSI:0.753 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG05 Ply: 2 Qty:1 Wgt: 198.8 lbs DRW: .../...08/23/2022 16'3"8 2'6"15 2'6"15 4'10"6 2'3"7 7'0"1 2'1"11 9'1"11 2'1"11 11'6"14 2'5"3 13'8"9 2'1"11 16'3"8 2'6"15 2'2"15 2'2"15 4'6"14 2'3"15 7'0"1 2'5"3 9'3"7 2'3"7 11'8"10 2'5"3 14'0"1 2'3"7 16'3"8 2'3"71'8"10'1"2 A B C D E F G H IJKLMNOP 6X6(**) 3X4(**)4X8 4X5 4X5 3X4 3X4 8X8(**) 5X5(**) 3X4 3X4 4X5 4X5 4X5 4X5 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 5.67TC: From 100 plf at 5.67 to 100 plf at 16.29BC: From 5 plf at 0.00 to 5 plf at 5.67 BC: From 10 plf at 5.67 to 10 plf at 16.29BC: 345 lb Conc. Load at 1.65, 3.65BC: 878 lb Conc. Load at 5.67 Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 16.29 BC 120 0.00 16.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 1789 /-/-/-/-/- I 1259 /-/-/-/-/- P Brg Wid = 5.5 Min Req =1.5 (Support) I Brg Wid = 3.5 Min Req =1.5 (Support) Bearings P & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1383 B - C 0 -2393 C - D 0 -2611 D - E 0 -2611 Chords Tens.Comp. E - F 0 -2017 F - G 0 -1995 G - H 0 -927 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 7 0 O - N 1524 0 N - M 2432 0 M - L 2059 0 Chords Tens.Comp. L - K 2017 0 K - J 1081 0 J - I 6 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 0 -814 A - O 1581 0 O - B 0 -638 B - N 1035 0 N - C 0 -223 C - M 211 0M - E 644 -113 Webs Tens.Comp. D - M 0 -123 E - L 0 -378 F - K 0 -197 K - G 1089 0 G - J 0 -698 J - H 1058 0H - I 0 -584 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.141 D 999 360 VERT(CL):0.193 D 999 240 HORZ(LL):0.029 A - - HORZ(TL):0.040 A - - Creep Factor: 2.0 Max TC CSI:0.456 Max BC CSI:0.337 Max Web CSI:0.753 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG05 Ply: 2 Qty:1 Wgt: 198.8 lbs DRW: .../...08/23/2022 16'3"8 2'6"15 2'6"15 4'10"6 2'3"7 7'0"1 2'1"11 9'1"11 2'1"11 11'6"14 2'5"3 13'8"9 2'1"11 16'3"8 2'6"15 2'2"15 2'2"15 4'6"14 2'3"15 7'0"1 2'5"3 9'3"7 2'3"7 11'8"10 2'5"3 14'0"1 2'3"7 16'3"8 2'3"71'8"10'1"2 A B C D E F G H IJKLMNOP 6X6(**) 3X4(**)4X8 4X5 4X5 3X4 3X4 8X8(**) 5X5(**) 3X4 3X4 4X5 4X5 4X5 4X5 3X4(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 6.46BC: From 5 plf at 0.00 to 5 plf at 6.46BC: 567 lb Conc. Load at 0.71, 2.71, 4.56 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 6.46BC 77 0.00 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=6'2"8 uses the followingsupport conditions: 6'2"8Bearing D (6'2"8, 10'1"2) HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(14) 0.148"x3" nails into supportedmember. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 1178 /-/-/-/-/- D 878 /-/-/-/-/- F Brg Wid = 3.5 Min Req =1.5 (Support) D Brg Wid = -Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -717 Chords Tens.Comp. B - C 0 -717 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 29 0 Chords Tens.Comp. E - D 26 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 0 -321 A - E 742 0 B - E 0 -70 Webs Tens.Comp. E - C 745 0 C - D 0 -322 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.016 B 999 360 VERT(CL):0.022 B 999 240 HORZ(LL):0.003 A - - HORZ(TL):0.004 A - - Creep Factor: 2.0 Max TC CSI:0.102 Max BC CSI:0.111 Max Web CSI:0.355 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG06 Ply: 2 Qty:1 Wgt: 85.4 lbs DRW: .../...08/23/2022 W2 W3 6'5"8 3'2"12 3'2"12 6'5"8 3'2"12 3'2"12 3'2"12 6'5"8 3'2"121'8"10'1"2 A B C DEF 3X4 3X4 3X4 H0510 4X4 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2,W3 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 50 plf at 0.00 to 50 plf at 6.46BC: From 5 plf at 0.00 to 5 plf at 6.46BC: 567 lb Conc. Load at 0.71, 2.71, 4.56 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 6.46BC 77 0.00 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=6'2"8 uses the followingsupport conditions: 6'2"8Bearing D (6'2"8, 10'1"2) HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(14) 0.148"x3" nails into supportedmember. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 1178 /-/-/-/-/- D 878 /-/-/-/-/- F Brg Wid = 3.5 Min Req =1.5 (Support) D Brg Wid = -Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -717 Chords Tens.Comp. B - C 0 -717 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 29 0 Chords Tens.Comp. E - D 26 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 0 -321 A - E 742 0 B - E 0 -70 Webs Tens.Comp. E - C 745 0 C - D 0 -322 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.016 B 999 360 VERT(CL):0.022 B 999 240 HORZ(LL):0.003 A - - HORZ(TL):0.004 A - - Creep Factor: 2.0 Max TC CSI:0.102 Max BC CSI:0.111 Max Web CSI:0.355 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FG06 Ply: 2 Qty:1 Wgt: 85.4 lbs DRW: .../...08/23/2022 W2 W3 6'5"8 3'2"12 3'2"12 6'5"8 3'2"12 3'2"12 3'2"12 6'5"8 3'2"121'8"10'1"2 A B C DEF 3X4 3X4 3X4 H0510 4X4 3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.29BC 120 0.00 18.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q*110 /-/-/-/-/- Q Brg Wid = 219 Min Req =- Bearing AF Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0 H - I 0 0 Chords Tens.Comp. I - J 0 0 J - K 0 0 K - L 0 0 L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AF-AE 0 0 AE-AD 0 0AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 Chords Tens.Comp. X - W 0 0 W -V 0 0V - U 0 0 U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AF 0 -44 Webs Tens.Comp. P - Q 0 -44 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AE 0 -138 C -AD 0 -133 D -AC 0 -133 E -AB 0 -133 F -AA 0 -133 G - Z 0 -133 H - X 0 -133 Gables Tens.Comp. J - W 0 -133 K - V 0 -133 L - U 0 -133 M - T 0 -133 N - S 0 -133 O - R 0 -138 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 P 999 360 VERT(CL):0.000 P 999 240 HORZ(LL):0.000 Q - - HORZ(TL):0.000 Q - - Creep Factor: 2.0 Max TC CSI:0.147 Max BC CSI:0.033 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE01 Ply: 1 Qty:1 Wgt: 98.0 lbs DRW: .../...08/23/2022 18'3"8 1'1"12 1'4" (TYP) 1'1"1'8"10'1"2 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAE AF W=3X4 W=3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.29BC 120 0.00 18.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q*110 /-/-/-/-/- Q Brg Wid = 219 Min Req =- Bearing AF Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0 H - I 0 0 Chords Tens.Comp. I - J 0 0 J - K 0 0 K - L 0 0 L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AF-AE 0 0 AE-AD 0 0AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 Chords Tens.Comp. X - W 0 0 W -V 0 0V - U 0 0 U - T 0 0 T - S 0 0 S - R 0 0 R - Q 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AF 0 -44 Webs Tens.Comp. P - Q 0 -44 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AE 0 -138 C -AD 0 -133 D -AC 0 -133 E -AB 0 -133 F -AA 0 -133 G - Z 0 -133 H - X 0 -133 Gables Tens.Comp. J - W 0 -133 K - V 0 -133 L - U 0 -133 M - T 0 -133 N - S 0 -133 O - R 0 -138 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 P 999 360 VERT(CL):0.000 P 999 240 HORZ(LL):0.000 Q - - HORZ(TL):0.000 Q - - Creep Factor: 2.0 Max TC CSI:0.147 Max BC CSI:0.033 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE01 Ply: 1 Qty:1 Wgt: 98.0 lbs DRW: .../...08/23/2022 18'3"8 1'1"12 1'4" (TYP) 1'1"1'8"10'1"2 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAE AF W=3X4 W=3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 18.67BC 120 0.19 18.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF 57 /-/-/-/-/- Q*109 /-/-/-/-/- AF Brg Wid = 5.5 Min Req =1.5 (Truss) Q Brg Wid = 218 Min Req =- Bearings AF & AF Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 1 0 C - D 1 0 D - E 1 0 E - F 1 0 F - G 1 0 G - H 1 0H - I 1 0 Chords Tens.Comp. I - J 1 0 J - K 1 0 K - L 1 0 L - M 1 0 M - N 1 0 N - O 1 0 O - P 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AF-AE 0 -1 AE-AD 0 -1 AD-AC 0 -1 AC-AB 0 -1 AB-AA 0 -1 AA- Z 0 -1 Z - Y 0 -1 Y - X 0 -1 Chords Tens.Comp. X - W 0 -1 W -V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 S - R 0 -1 R - Q 0 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AG-AF 1 -54 A -AG 0 -44 Webs Tens.Comp. Q - P 0 -15 P - Q 0 -53 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AE 0 -138 C -AD 0 -133 D -AC 0 -133 E -AB 0 -134 F -AA 0 -133 G - Z 0 -139 H - X 0 -133 Gables Tens.Comp. J - W 0 -138 K - V 0 -133 L - U 0 -134 M - T 0 -133 N - S 0 -134 O - R 0 -134 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 P 999 360 VERT(CL):0.001 P 999 240 HORZ(LL):0.003 P - - HORZ(TL):0.005 P - - Creep Factor: 2.0 Max TC CSI:0.147 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE02 Ply: 1 Qty:1 Wgt: 102.8 lbs DRW: .../...08/23/2022 3"8 18'8" 1'2"8 1'4"(TYP)1'8"10'1"2 A B C D E F G H I J K L M N O P QRSTUVWXYZAAABACADAEAF AG 3X3 W=3X4 W=3X4 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 18.67BC 120 0.19 18.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF 57 /-/-/-/-/- Q*109 /-/-/-/-/- AF Brg Wid = 5.5 Min Req =1.5 (Truss) Q Brg Wid = 218 Min Req =- Bearings AF & AF Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 1 0 C - D 1 0 D - E 1 0 E - F 1 0 F - G 1 0 G - H 1 0H - I 1 0 Chords Tens.Comp. I - J 1 0 J - K 1 0 K - L 1 0 L - M 1 0 M - N 1 0 N - O 1 0 O - P 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AF-AE 0 -1 AE-AD 0 -1 AD-AC 0 -1 AC-AB 0 -1 AB-AA 0 -1 AA- Z 0 -1 Z - Y 0 -1 Y - X 0 -1 Chords Tens.Comp. X - W 0 -1 W -V 0 -1 V - U 0 -1 U - T 0 -1 T - S 0 -1 S - R 0 -1 R - Q 0 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AG-AF 1 -54 A -AG 0 -44 Webs Tens.Comp. Q - P 0 -15 P - Q 0 -53 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AE 0 -138 C -AD 0 -133 D -AC 0 -133 E -AB 0 -134 F -AA 0 -133 G - Z 0 -139 H - X 0 -133 Gables Tens.Comp. J - W 0 -138 K - V 0 -133 L - U 0 -134 M - T 0 -133 N - S 0 -134 O - R 0 -134 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 P 999 360 VERT(CL):0.001 P 999 240 HORZ(LL):0.003 P - - HORZ(TL):0.005 P - - Creep Factor: 2.0 Max TC CSI:0.147 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE02 Ply: 1 Qty:1 Wgt: 102.8 lbs DRW: .../...08/23/2022 3"8 18'8" 1'2"8 1'4"(TYP)1'8"10'1"2 A B C D E F G H I J K L M N O P QRSTUVWXYZAAABACADAEAF AG 3X3 W=3X4 W=3X4 3X3 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 21.21BC 120 0.19 21.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AJ 54 /-/-/-/-/- S*109 /-/-/-/-/- AJ Brg Wid = 5.5 Min Req =1.5 (Truss) S Brg Wid = 248 Min Req =- Bearings AJ & AJ Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0H - I 0 0 I - J 0 0 Chords Tens.Comp. J - K 0 0 K - L 0 0 L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0Q - R 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AJ-AI 0 0 AI-AH 0 0 AH-AG 0 0 AG-AF 0 0 AF-AE 0 0 AE-AD 0 0 AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 Chords Tens.Comp. AA- Z 0 0 Z - Y 0 0 Y - X 0 0 X - W 0 0 W -V 0 0 V - U 0 0 U - T 0 0 T - S 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AK-AJ 0 -50 A -AK 0 -41 Webs Tens.Comp. R - S 0 -50 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AI 0 -134 C -AH 0 -134 D -AG 0 -133 E -AF 0 -133 F -AE 0 -133 Gables Tens.Comp. K - Z 0 -133 L - Y 0 -133 M - X 0 -133 N - W 0 -133 O - V 0 -134 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 R 999 360 VERT(CL):0.001 R 999 240 HORZ(LL):-0.000 R - - HORZ(TL):0.001 R - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.034 Max Web CSI:0.034 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE03 Ply: 1 Qty:1 Wgt: 111.2 lbs Page 1 of 2 DRW: .../...08/23/2022 3"8 21'2"8 1'1"12 1'4"(TYP) 1'2"8 1'8"10'1"2 A B C D E F G H I J K L M N O P Q R STUVWXYZAAABACADAEAFAGAHAIAJ AK 3X3 W=3X4 W=3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 21.21BC 120 0.19 21.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AJ 54 /-/-/-/-/- S*109 /-/-/-/-/- AJ Brg Wid = 5.5 Min Req =1.5 (Truss) S Brg Wid = 248 Min Req =- Bearings AJ & AJ Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0H - I 0 0 I - J 0 0 Chords Tens.Comp. J - K 0 0 K - L 0 0 L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0Q - R 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AJ-AI 0 0 AI-AH 0 0 AH-AG 0 0 AG-AF 0 0 AF-AE 0 0 AE-AD 0 0 AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 Chords Tens.Comp. AA- Z 0 0 Z - Y 0 0 Y - X 0 0 X - W 0 0 W -V 0 0 V - U 0 0 U - T 0 0 T - S 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AK-AJ 0 -50 A -AK 0 -41 Webs Tens.Comp. R - S 0 -50 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AI 0 -134 C -AH 0 -134 D -AG 0 -133 E -AF 0 -133 F -AE 0 -133 Gables Tens.Comp. K - Z 0 -133 L - Y 0 -133 M - X 0 -133 N - W 0 -133 O - V 0 -134 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 R 999 360 VERT(CL):0.001 R 999 240 HORZ(LL):-0.000 R - - HORZ(TL):0.001 R - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.034 Max Web CSI:0.034 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE03 Ply: 1 Qty:1 Wgt: 111.2 lbs Page 1 of 2 DRW: .../...08/23/2022 3"8 21'2"8 1'1"12 1'4"(TYP) 1'2"8 1'8"10'1"2 A B C D E F G H I J K L M N O P Q R STUVWXYZAAABACADAEAFAGAHAIAJ AK 3X3 W=3X4 W=3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau G -AD 0 -133 H -AC 0 -133J -AB 0 -133 P - U 0 -131 Q - T 0 -146 Job Number:18414 Turner Residence Truss Label:FGE03 Ply: 1 Qty:1 Wgt: 111.2 lbs Page 2 of 2 DRW: .../...08/23/2022 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 22.63BC 120 0.19 22.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U*109 /-/-/-/-/- U Brg Wid = 271 Min Req =- Bearing AN Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0 H - I 0 0 I - J 0 0J - K 0 0 Chords Tens.Comp. K - L 0 0 L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0 Q - R 0 0 R - S 0 0 S - T 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AM 0 0 AM-AL 0 0 AL-AK 0 0 AK-AJ 0 0 AJ-AI 0 0 AI-AH 0 0 AH-AG 0 0 AG-AF 0 0 AF-AE 0 0 AE-AD 0 0 Chords Tens.Comp. AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 X - W 0 0 W -V 0 0 V - U 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AO-AN 0 -12 A -AO 0 -1 Webs Tens.Comp. T - U 0 -16 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AM 0 -107 C -AL 0 -139 D -AK 0 -132 E -AJ 0 -134 F -AI 0 -133 Gables Tens.Comp. L -AC 0 -133 M -AB 0 -133 N -AA 0 -133 O - Z 0 -133 P - Y 0 -134 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 C 999 269 HORZ(LL):-0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.136 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE04 Ply: 1 Qty:1 Wgt: 122.4 lbs Page 1 of 2 DRW: .../...08/23/2022 3"8 22'7"8 6"4 1'4"(TYP) 7"1'8"10'1"2 A B C D E F G H I J K L M N O P Q R S T UVWXYZAAABACADAEAFAGAHAIAJAKALAMAN AO 3X3 W=3X4 W=3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 22.63BC 120 0.19 22.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U*109 /-/-/-/-/- U Brg Wid = 271 Min Req =- Bearing AN Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 D - E 0 0 E - F 0 0 F - G 0 0 G - H 0 0 H - I 0 0 I - J 0 0J - K 0 0 Chords Tens.Comp. K - L 0 0 L - M 0 0 M - N 0 0 N - O 0 0 O - P 0 0 P - Q 0 0 Q - R 0 0 R - S 0 0 S - T 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AN-AM 0 0 AM-AL 0 0 AL-AK 0 0 AK-AJ 0 0 AJ-AI 0 0 AI-AH 0 0 AH-AG 0 0 AG-AF 0 0 AF-AE 0 0 AE-AD 0 0 Chords Tens.Comp. AD-AC 0 0 AC-AB 0 0 AB-AA 0 0 AA- Z 0 0 Z - Y 0 0 Y - X 0 0 X - W 0 0 W -V 0 0 V - U 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AO-AN 0 -12 A -AO 0 -1 Webs Tens.Comp. T - U 0 -16 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AM 0 -107 C -AL 0 -139 D -AK 0 -132 E -AJ 0 -134 F -AI 0 -133 Gables Tens.Comp. L -AC 0 -133 M -AB 0 -133 N -AA 0 -133 O - Z 0 -133 P - Y 0 -134 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 C 999 269 HORZ(LL):-0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.136 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE04 Ply: 1 Qty:1 Wgt: 122.4 lbs Page 1 of 2 DRW: .../...08/23/2022 3"8 22'7"8 6"4 1'4"(TYP) 7"1'8"10'1"2 A B C D E F G H I J K L M N O P Q R S T UVWXYZAAABACADAEAFAGAHAIAJAKALAMAN AO 3X3 W=3X4 W=3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau G -AH 0 -133 H -AG 0 -133I -AF 0 -133 J -AD 0 -133 Q - X 0 -132 R - W 0 -138S - V 0 -112 Job Number:18414 Turner Residence Truss Label:FGE04 Ply: 1 Qty:1 Wgt: 122.4 lbs Page 2 of 2 DRW: .../...08/23/2022 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 4.50BC 52 0.19 4.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 32 /-/-/-/-/- F*111 /-/-/-/-/- J Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 48.5 Min Req =- Bearings J & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - J 0 -31 A - K 0 -21 Webs Tens.Comp. E - F 0 -32 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -122 C - H 0 -140 Gables Tens.Comp. D - G 0 -129 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 D 999 240 HORZ(LL):-0.000 E - - HORZ(TL):0.001 E - - Creep Factor: 2.0 Max TC CSI:0.138 Max BC CSI:0.033 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE05 Ply: 1 Qty:1 Wgt: 30.0 lbs DRW: .../...08/23/2022 3"8 4'6" 9"8 1'4" (TYP) 10"4 1'8"10'1"2 A B C D E F GHI J K 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 4.50BC 52 0.19 4.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 32 /-/-/-/-/- F*111 /-/-/-/-/- J Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 48.5 Min Req =- Bearings J & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - J 0 -31 A - K 0 -21 Webs Tens.Comp. E - F 0 -32 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -122 C - H 0 -140 Gables Tens.Comp. D - G 0 -129 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 D 999 240 HORZ(LL):-0.000 E - - HORZ(TL):0.001 E - - Creep Factor: 2.0 Max TC CSI:0.138 Max BC CSI:0.033 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE05 Ply: 1 Qty:1 Wgt: 30.0 lbs DRW: .../...08/23/2022 3"8 4'6" 9"8 1'4" (TYP) 10"4 1'8"10'1"2 A B C D E F GHI J K 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 4.96BC 57 0.19 4.96Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*107 /-/-/-/-/- F Brg Wid = 59.5 Min Req =- Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - J 0 -43 A - K 0 -34 Webs Tens.Comp. E - F 0 -44 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -127 C - H 0 -135 Gables Tens.Comp. D - G 0 -137 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 E 999 360 VERT(CL):0.000 E 999 240 HORZ(LL):-0.000 E - - HORZ(TL):0.001 E - - Creep Factor: 2.0 Max TC CSI:0.146 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE07 Ply: 1 Qty:1 Wgt: 30.0 lbs DRW: .../...08/23/2022 3"8 4'11"8 1'0"4 1'4" (TYP) 1'1"1'8"10'1"2 A B C D E F GHI J K 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 4.96BC 57 0.19 4.96Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*107 /-/-/-/-/- F Brg Wid = 59.5 Min Req =- Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - J 0 -43 A - K 0 -34 Webs Tens.Comp. E - F 0 -44 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -127 C - H 0 -135 Gables Tens.Comp. D - G 0 -137 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 E 999 360 VERT(CL):0.000 E 999 240 HORZ(LL):-0.000 E - - HORZ(TL):0.001 E - - Creep Factor: 2.0 Max TC CSI:0.146 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE07 Ply: 1 Qty:1 Wgt: 30.0 lbs DRW: .../...08/23/2022 3"8 4'11"8 1'0"4 1'4" (TYP) 1'1"1'8"10'1"2 A B C D E F GHI J K 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 2.79BC 31 0.19 2.79Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*106 /-/-/-/-/- D Brg Wid = 33.5 Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 Chords Tens.Comp. B - C 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 0 0 Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. G - F 0 -52 A - G 0 -43 Webs Tens.Comp. C - D 0 -55 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - E 0 -162 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.206 Max BC CSI:0.040 Max Web CSI:0.038 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE08 Ply: 1 Qty:1 Wgt: 18.8 lbs DRW: .../...08/23/2022 3"8 2'9"81'8"10'1"2 A B C D E F G 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.19 2.79BC 31 0.19 2.79Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*106 /-/-/-/-/- D Brg Wid = 33.5 Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 Chords Tens.Comp. B - C 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. F - E 0 0 Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. G - F 0 -52 A - G 0 -43 Webs Tens.Comp. C - D 0 -55 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - E 0 -162 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.206 Max BC CSI:0.040 Max Web CSI:0.038 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE08 Ply: 1 Qty:1 Wgt: 18.8 lbs DRW: .../...08/23/2022 3"8 2'9"81'8"10'1"2 A B C D E F G 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.83BC 46 0.00 3.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*110 /-/-/-/-/- J Brg Wid = 46.0 Min Req =- Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -12 Webs Tens.Comp. E - F 0 -12 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -108 C - H 0 -143 Gables Tens.Comp. D - G 0 -108 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 C 999 240 HORZ(LL):-0.000 J - - HORZ(TL):0.000 J - - Creep Factor: 2.0 Max TC CSI:0.143 Max BC CSI:0.034 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE09 Ply: 1 Qty:1 Wgt: 25.2 lbs DRW: .../...08/23/2022 3'10" 7" 1'4" (TYP) 6"4 1'8"10'1"2 A B C D E F GHI J 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.83BC 46 0.00 3.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*110 /-/-/-/-/- J Brg Wid = 46.0 Min Req =- Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 Chords Tens.Comp. C - D 0 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. J - I 0 0 I - H 0 0 Chords Tens.Comp. H - G 0 0 G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -12 Webs Tens.Comp. E - F 0 -12 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - I 0 -108 C - H 0 -143 Gables Tens.Comp. D - G 0 -108 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 C 999 240 HORZ(LL):-0.000 J - - HORZ(TL):0.000 J - - Creep Factor: 2.0 Max TC CSI:0.143 Max BC CSI:0.034 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE09 Ply: 1 Qty:1 Wgt: 25.2 lbs DRW: .../...08/23/2022 3'10" 7" 1'4" (TYP) 6"4 1'8"10'1"2 A B C D E F GHI J DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*108 /-/-/-/-/- H Brg Wid = 77.5 Min Req =- Bearing N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 Chords Tens.Comp. D - E 0 0 E - F 0 0 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 0 0 M - L 0 0 L - K 0 0 Chords Tens.Comp. K - J 0 0 J - I 0 0 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. O - N 1 -6 A - O 7 0 Webs Tens.Comp. G - H 0 -10 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - M 0 -106 C - L 0 -139 D - K 0 -131 Gables Tens.Comp. E - J 0 -139 F - I 0 -109 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 C 999 240 HORZ(LL):-0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.137 Max BC CSI:0.033 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE10 Ply: 1 Qty:1 Wgt: 44.0 lbs DRW: .../...08/23/2022 3"8 6'5"8 5"4 1'4" (TYP) 6"1'8"10'1"2 A B C D E F G H IJKLM N O 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the buildingdesigner. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.19 6.46BC 75 0.19 6.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s) to next end verticalusing (3) qty. 10d box or (0.128"x3"min) gun nails, or(5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wirestaples, through wide face; or (3) qty. 16-Gauge, 1"Crown (minimum), 1-1/2" length wire staples on eachnarrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*108 /-/-/-/-/- H Brg Wid = 77.5 Min Req =- Bearing N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 0 C - D 0 0 Chords Tens.Comp. D - E 0 0 E - F 0 0 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 0 0 M - L 0 0 L - K 0 0 Chords Tens.Comp. K - J 0 0 J - I 0 0 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. O - N 1 -6 A - O 7 0 Webs Tens.Comp. G - H 0 -10 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - M 0 -106 C - L 0 -139 D - K 0 -131 Gables Tens.Comp. E - J 0 -139 F - I 0 -109 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(CL):0.000 C 999 240 HORZ(LL):-0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.137 Max BC CSI:0.033 Max Web CSI:0.033 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FGE10 Ply: 1 Qty:1 Wgt: 44.0 lbs DRW: .../...08/23/2022 3"8 6'5"8 5"4 1'4" (TYP) 6"1'8"10'1"2 A B C D E F G H IJKLM N O 3X3 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W1 2x4 SP #1; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 2.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 5.97TC: From 236 plf at 5.97 to 236 plf at 8.40BC: From 10 plf at 0.00 to 10 plf at 8.40 TC: 152 lb Conc. Load at 5.97TC: 3293 lb Conc. Load at 7.94 Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97 TC 24 5.97 8.40BC 99 0.15 8.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is2-4-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 859 /-/-/-/-/- F 3947 /-/-/-/-/- B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 5.5 Min Req =2.3 (Truss) Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 16 0 B - D 0 -667 Chords Tens.Comp. C - E 0 -850 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 593 0 Chords Tens.Comp. G - F 30 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 5 -11 C - G 0 -453 Webs Tens.Comp. G - E 943 0 E - F 0 -1956 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 D 999 360 VERT(CL):0.061 D 999 240 HORZ(LL):-0.013 E - - HORZ(TL):0.021 E - - Creep Factor: 2.0 Max TC CSI:0.901 Max BC CSI:0.369 Max Web CSI:0.748 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FT01 Ply: 2 Qty:2 Wgt: 78.4 lbs DRW: .../...08/23/2022 T2 W1 8'4"12 5'11"11 5'11"11 8'4"12 2'5"1 5'11"11 5'11"11 8'4"12 2'5"11' 4"3 1'8"2'4"12'7"9DT -8"1 10'1"2A B CD E FG 4 12 3X4(**) 3X4(**)3X4(**) 4X4 4X5(R) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W1 2x4 SP #1; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 2.50" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 5.97TC: From 236 plf at 5.97 to 236 plf at 8.40BC: From 10 plf at 0.00 to 10 plf at 8.40 TC: 152 lb Conc. Load at 5.97TC: 3293 lb Conc. Load at 7.94 Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97 TC 24 5.97 8.40BC 99 0.15 8.40Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is2-4-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 859 /-/-/-/-/- F 3947 /-/-/-/-/- B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 5.5 Min Req =2.3 (Truss) Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 16 0 B - D 0 -667 Chords Tens.Comp. C - E 0 -850 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 593 0 Chords Tens.Comp. G - F 30 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 5 -11 C - G 0 -453 Webs Tens.Comp. G - E 943 0 E - F 0 -1956 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 D 999 360 VERT(CL):0.061 D 999 240 HORZ(LL):-0.013 E - - HORZ(TL):0.021 E - - Creep Factor: 2.0 Max TC CSI:0.901 Max BC CSI:0.369 Max Web CSI:0.748 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FT01 Ply: 2 Qty:2 Wgt: 78.4 lbs DRW: .../...08/23/2022 T2 W1 8'4"12 5'11"11 5'11"11 8'4"12 2'5"1 5'11"11 5'11"11 8'4"12 2'5"11' 4"3 1'8"2'4"12'7"9DT -8"1 10'1"2A B CD E FG 4 12 3X4(**) 3X4(**)3X4(**) 4X4 4X5(R) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x6 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 9.81BC: From 10 plf at 0.00 to 10 plf at 9.81TC: 422 lb Conc. Load at 5.97 Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97TC 24 5.97 9.81BC 116 0.15 9.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is2-4-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 829 /-/-/-/-/- G 784 /-/-/-/-/- B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 32 0 B - C 0 -1450 Chords Tens.Comp. C - E 0 -236 D - F 0 -1501 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1318 0 I - H 1414 0 Chords Tens.Comp. H - G 23 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - I 142 0 C - D 0 -1140 I - D 33 -135 D - E 19 -374 Webs Tens.Comp. D - H 0 -527 H - F 1565 0 F - G 0 -756 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 E 999 360 VERT(CL):0.067 E 999 240 HORZ(LL):0.007 G - - HORZ(TL):0.012 G - - Creep Factor: 2.0 Max TC CSI:0.655 Max BC CSI:0.485 Max Web CSI:0.745 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FT02 Ply: 1 Qty:4 Wgt: 50.4 lbs DRW: .../...08/23/2022 W4 9'9"12 4'7"4 4'7"4 5'11"11 1'4"7 9'9"12 3'10"1 4'7"4 4'7"4 5'11"11 1'4"7 9'9"12 3'10"11' 4"3 1'8"2'4"12'7"9DT -8"1 10'1"2A B C DE F GHI 4 12 3X4(**) 4X4 3X4 6X10(**)3X4 6X6(**) 4X8(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x6 SP 2400f-2.0E; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 101 plf at -1.00 to 101 plf at 9.81BC: From 10 plf at 0.00 to 10 plf at 9.81TC: 422 lb Conc. Load at 5.97 Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.97TC 24 5.97 9.81BC 116 0.15 9.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is2-4-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 829 /-/-/-/-/- G 784 /-/-/-/-/- B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings B & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 32 0 B - C 0 -1450 Chords Tens.Comp. C - E 0 -236 D - F 0 -1501 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1318 0 I - H 1414 0 Chords Tens.Comp. H - G 23 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - I 142 0 C - D 0 -1140 I - D 33 -135 D - E 19 -374 Webs Tens.Comp. D - H 0 -527 H - F 1565 0 F - G 0 -756 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 E 999 360 VERT(CL):0.067 E 999 240 HORZ(LL):0.007 G - - HORZ(TL):0.012 G - - Creep Factor: 2.0 Max TC CSI:0.655 Max BC CSI:0.485 Max Web CSI:0.745 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:FT02 Ply: 1 Qty:4 Wgt: 50.4 lbs DRW: .../...08/23/2022 W4 9'9"12 4'7"4 4'7"4 5'11"11 1'4"7 9'9"12 3'10"1 4'7"4 4'7"4 5'11"11 1'4"7 9'9"12 3'10"11' 4"3 1'8"2'4"12'7"9DT -8"1 10'1"2A B C DE F GHI 4 12 3X4(**) 4X4 3X4 6X10(**)3X4 6X6(**) 4X8(**) 3X4(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B2 2x4 SP 2400f-2.0E;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP 2400f-2.0E; Stack Chord: SC2 2x4 SP #1; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00TC 24 0.00 11.68TC 24 11.68 23.35TC 24 21.35 24.35BC 75 0.15 8.06BC 75 8.06 15.67BC 75 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is10-0-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 146 /-/-/270 /180 /345 Y*207 /-/-/118 /92 /- S /-970 Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss)Y Brg Wid = 92.3 Min Req =- Bearing Y is a rigid surface. Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 33 0 B - C 901 -664 C - D 919 -649 D - E 918 -608E - F 919 -587 F - G 947 -574 G - H 802 -469 H - I 830 -455 I - J 781 -401 J - K 466 -237 Chords Tens.Comp. K - L 1077 -538 L - M 1182 -586 M - N 1500 -720 N - O 1499 -715O - P 1477 -705 P - Q 1472 -700 Q - R 1476 -746 R - S 1546 -837 S - T 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 583 -602 AI-AH 552 -569 AH-AG 543 -552 AG-AF 545 -554 AF-AE 418 -422 AE-AD 547 -550 AD-AC 576 -555 AC-AB 611 -608 Chords Tens.Comp. AB-AA 638 -820 AA- Z 648 -792 Z - Y 779 -1316 Y - X 674 -1119 X - W 673 -1118 W -V 671 -1117 V - U 668 -1115 U - S 664 -1118 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- L 1830 -848 Z - M 1009 -385 Webs Tens.Comp. Y - M 471 -1347 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D -AI 111 -53 E -AH 38 -28 Gables Tens.Comp. AA- K 457 -1010 L - Z 682 -1611 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.17 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.434 AH 432 240 VERT(CL):0.724 AH 259 187 HORZ(LL):0.357 E - - HORZ(TL):0.613 E - - Creep Factor: 2.0 Max TC CSI:0.543 Max BC CSI:0.839 Max Web CSI:0.690 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE01 Ply: 1 Qty:1 Wgt: 208.6 lbs Page 1 of 2 DRW: .../...08/23/2022 SC1 T2 SC2 B2 23'4"4 3'8"2 1'4" (TYP) 1'9"121'9"12 11'8"29'10"6 14'2"62'6"4 15'8" 1'5"10 21'6"85'10"8 23'3"41'8"13 23'4"4 1" 5"8 5"8 8'0"12 7'7"4 13'1"14 5'1"2 15'8" 2'6"2 23'4"4 7'8"41'1' 3' (NNL) 3' (NNL) 7"143'9"1010'0"210'6"12(a) (a)(a) 21'3"A B C D E F G H I J K L M N O P Q R S T UVWXY Z AA AB AC ADAEAFAG AH AI 10 12 612 5X7(**) 3X4(**)3X4(**) 4X4 5X5 4X8 3X8 4X4(**) 3X8 3X4(**)6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1; T2 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B2 2x4 SP 2400f-2.0E;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP 2400f-2.0E; Stack Chord: SC2 2x4 SP #1; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00TC 24 0.00 11.68TC 24 11.68 23.35TC 24 21.35 24.35BC 75 0.15 8.06BC 75 8.06 15.67BC 75 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is10-0-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 146 /-/-/270 /180 /345 Y*207 /-/-/118 /92 /- S /-970 Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss)Y Brg Wid = 92.3 Min Req =- Bearing Y is a rigid surface. Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 33 0 B - C 901 -664 C - D 919 -649 D - E 918 -608E - F 919 -587 F - G 947 -574 G - H 802 -469 H - I 830 -455 I - J 781 -401 J - K 466 -237 Chords Tens.Comp. K - L 1077 -538 L - M 1182 -586 M - N 1500 -720 N - O 1499 -715O - P 1477 -705 P - Q 1472 -700 Q - R 1476 -746 R - S 1546 -837 S - T 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AI 583 -602 AI-AH 552 -569 AH-AG 543 -552 AG-AF 545 -554 AF-AE 418 -422 AE-AD 547 -550 AD-AC 576 -555 AC-AB 611 -608 Chords Tens.Comp. AB-AA 638 -820 AA- Z 648 -792 Z - Y 779 -1316 Y - X 674 -1119 X - W 673 -1118 W -V 671 -1117 V - U 668 -1115 U - S 664 -1118 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- L 1830 -848 Z - M 1009 -385 Webs Tens.Comp. Y - M 471 -1347 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D -AI 111 -53 E -AH 38 -28 Gables Tens.Comp. AA- K 457 -1010 L - Z 682 -1611 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.17 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.434 AH 432 240 VERT(CL):0.724 AH 259 187 HORZ(LL):0.357 E - - HORZ(TL):0.613 E - - Creep Factor: 2.0 Max TC CSI:0.543 Max BC CSI:0.839 Max Web CSI:0.690 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE01 Ply: 1 Qty:1 Wgt: 208.6 lbs Page 1 of 2 DRW: .../...08/23/2022 SC1 T2 SC2 B2 23'4"4 3'8"2 1'4" (TYP) 1'9"121'9"12 11'8"29'10"6 14'2"62'6"4 15'8" 1'5"10 21'6"85'10"8 23'3"41'8"13 23'4"4 1" 5"8 5"8 8'0"12 7'7"4 13'1"14 5'1"2 15'8" 2'6"2 23'4"4 7'8"41'1' 3' (NNL) 3' (NNL) 7"143'9"1010'0"210'6"12(a) (a)(a) 21'3"A B C D E F G H I J K L M N O P Q R S T UVWXY Z AA AB AC ADAEAFAG AH AI 10 12 612 5X7(**) 3X4(**)3X4(**) 4X4 5X5 4X8 3X8 4X4(**) 3X8 3X4(**)6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau F -AG 48 0 G -AF 327 -318H -AD 70 -8 I -AC 87 -104 AB- J 254 -501 X - N 97 -81 W -O 93 -64V - P 96 -75 U - Q 121 -91 Job Number:18414 Turner Residence Truss Label:GE01 Ply: 1 Qty:1 Wgt: 208.6 lbs Page 2 of 2 DRW: .../...08/23/2022 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.00 8.25TC 24 8.25 16.50TC 24 14.50 17.50BC 75 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is7-1-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 171 /-/-/124 /49 /255 B*67 /-/-/32 /37 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) B Brg Wid = 192 Min Req =-Bearings B & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 63 -138 B - D 114 -132 C - D 53 -126 D - E 148 -171 E - F 123 -133F - G 112 -105 G - H 165 -86 H - I 253 -65 Chords Tens.Comp. I - J 246 -44 J - K 152 -22 K - L 65 -28 L - M 46 -56 M - N 71 -135 N - O 31 -130N - P 122 -126 O - P 41 -114 P - Q 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 256 -113 AB-AA 259 -112 AA- Z 264 -112 Z - Y 267 -111 Y - X 270 -111 X - W 272 -111 Chords Tens.Comp. W -V 272 -111 V - U 269 -110 U - T 266 -108 T - S 263 -107 S - R 258 -105 R - P 254 -104 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AB 64 -35 E -AA 139 -86 F - Z 116 -74 G - Y 139 -76 H - X 153 -88 I - W 42 -242 Gables Tens.Comp. V - J 152 -88 U - K 139 -76 T - L 116 -74 S - M 139 -87 R - O 66 -28 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.74 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 I 999 240 VERT(CL):0.001 P 999 180 HORZ(LL):0.005 N - - HORZ(TL):0.006 N - - Creep Factor: 2.0 Max TC CSI:0.151 Max BC CSI:0.058 Max Web CSI:0.163 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE02 Ply: 1 Qty:1 Wgt: 140.0 lbs DRW: .../...08/23/2022 SC1 SC2 16'6" 1'7" 1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 8'3" 6'5"4 14'8"4 6'5"4 16'5"13 1'9"9 16'6" 0"3 16'6" 16'6"1'1' 3' (NNL) 3' (NNL) 7"147'1"137'8"821'3"A B C D E F G H I J K L M N O P Q RSTUVWXYZAAAB 10 12 6X6(**) 3X4(**) 4X4 5X5(**) 3X4(**)6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.00 8.25TC 24 8.25 16.50TC 24 14.50 17.50BC 75 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is7-1-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 171 /-/-/124 /49 /255 B*67 /-/-/32 /37 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) B Brg Wid = 192 Min Req =-Bearings B & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 63 -138 B - D 114 -132 C - D 53 -126 D - E 148 -171 E - F 123 -133F - G 112 -105 G - H 165 -86 H - I 253 -65 Chords Tens.Comp. I - J 246 -44 J - K 152 -22 K - L 65 -28 L - M 46 -56 M - N 71 -135 N - O 31 -130N - P 122 -126 O - P 41 -114 P - Q 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 256 -113 AB-AA 259 -112 AA- Z 264 -112 Z - Y 267 -111 Y - X 270 -111 X - W 272 -111 Chords Tens.Comp. W -V 272 -111 V - U 269 -110 U - T 266 -108 T - S 263 -107 S - R 258 -105 R - P 254 -104 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C -AB 64 -35 E -AA 139 -86 F - Z 116 -74 G - Y 139 -76 H - X 153 -88 I - W 42 -242 Gables Tens.Comp. V - J 152 -88 U - K 139 -76 T - L 116 -74 S - M 139 -87 R - O 66 -28 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.74 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 I 999 240 VERT(CL):0.001 P 999 180 HORZ(LL):0.005 N - - HORZ(TL):0.006 N - - Creep Factor: 2.0 Max TC CSI:0.151 Max BC CSI:0.058 Max Web CSI:0.163 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE02 Ply: 1 Qty:1 Wgt: 140.0 lbs DRW: .../...08/23/2022 SC1 SC2 16'6" 1'7" 1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 8'3" 6'5"4 14'8"4 6'5"4 16'5"13 1'9"9 16'6" 0"3 16'6" 16'6"1'1' 3' (NNL) 3' (NNL) 7"147'1"137'8"821'3"A B C D E F G H I J K L M N O P Q RSTUVWXYZAAAB 10 12 6X6(**) 3X4(**) 4X4 5X5(**) 3X4(**)6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is5-8-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 175 /-/-/91 /34 /209 B*67 /-/-/30 /34 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) B Brg Wid = 150 Min Req =-Bearings B & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 177 -246 C - D 118 -142 D - E 94 -96 E - F 117 -76 F - G 217 -56 Chords Tens.Comp. G - H 208 -35 H - I 102 -20 I - J 31 -32 J - K 54 -126 K - L 160 -249 L - M 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 242 -95T - S 249 -93 S - R 253 -93 R - Q 256 -93 Chords Tens.Comp. Q - P 256 -93P - O 252 -91 O - N 248 -89 N - L 240 -87 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - T 172 -91 E - S 145 -72 F - R 178 -88G - Q 31 -189 Gables Tens.Comp. P - H 177 -88 O - I 146 -74 N - J 170 -85 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.01 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 C 999 240 VERT(CL):0.001 L 999 180 HORZ(LL):0.003 K - - HORZ(TL):0.004 K - - Creep Factor: 2.0 Max TC CSI:0.166 Max BC CSI:0.059 Max Web CSI:0.083 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 95.2 lbs DRW: .../...08/23/2022 SC1 SC2 13' 2'6"1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 6'6" 4'8"4 11'2"4 4'8"4 12'11"13 1'9"9 13' 0"3 13' 13'1'1' 3' (NNL) 3' (NNL) 7"145'8"56'3"21'3"A B C D E F G H I J K L M NOPQRST 10 12 6X6(**) 3X4(**) 4X4 3X4(**)6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is5-8-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 175 /-/-/91 /34 /209 B*67 /-/-/30 /34 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) B Brg Wid = 150 Min Req =-Bearings B & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 177 -246 C - D 118 -142 D - E 94 -96 E - F 117 -76 F - G 217 -56 Chords Tens.Comp. G - H 208 -35 H - I 102 -20 I - J 31 -32 J - K 54 -126 K - L 160 -249 L - M 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 242 -95T - S 249 -93 S - R 253 -93 R - Q 256 -93 Chords Tens.Comp. Q - P 256 -93P - O 252 -91 O - N 248 -89 N - L 240 -87 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - T 172 -91 E - S 145 -72 F - R 178 -88G - Q 31 -189 Gables Tens.Comp. P - H 177 -88 O - I 146 -74 N - J 170 -85 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.01 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 C 999 240 VERT(CL):0.001 L 999 180 HORZ(LL):0.003 K - - HORZ(TL):0.004 K - - Creep Factor: 2.0 Max TC CSI:0.166 Max BC CSI:0.059 Max Web CSI:0.083 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 95.2 lbs DRW: .../...08/23/2022 SC1 SC2 13' 2'6"1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 6'6" 4'8"4 11'2"4 4'8"4 12'11"13 1'9"9 13' 0"3 13' 13'1'1' 3' (NNL) 3' (NNL) 7"145'8"56'3"21'3"A B C D E F G H I J K L M NOPQRST 10 12 6X6(**) 3X4(**) 4X4 3X4(**)6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.07 TC 24 0.00 4.83TC 24 4.83 9.67TC 24 7.59 10.67BC 75 0.00 9.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is4-3-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*81 /-/-/35 /32 /17 Wind reactions based on MWFRS B Brg Wid = 116 Min Req =- Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 184 -212 C - D 35 -74 D - E 43 -14 E - F 128 -23 Chords Tens.Comp. F - G 141 -43 G - H 77 -63 H - I 84 -98 I - J 169 -211 J - K 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 181 -74 P - O 188 -76 O - N 193 -79 Chords Tens.Comp. N - M 193 -79 M - L 189 -79 L - J 185 -80 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - P 135 -65 E - O 165 -92 F - N 16 -105 Gables Tens.Comp. M - G 165 -92 L - H 135 -65 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.32 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 B 999 240 VERT(CL):0.002 B 999 180 HORZ(LL):-0.002 E - - HORZ(TL):0.002 E - - Creep Factor: 2.0 Max TC CSI:0.150 Max BC CSI:0.056 Max Web CSI:0.041 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE04 Ply: 1 Qty:1 Wgt: 67.2 lbs DRW: .../...08/23/2022 SC1 SC2 9'8" 2'2"1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 4'10" 3'0"4 7'10"4 3'0"4 9'7"13 1'9"9 9'8" 0"3 9'8" 9'8"1'1' 3' (NNL) 3' (NNL) 7"144'3"114'10"521'3"A B CD E F G H I J K LMNOP 10 12 6X6(**) 3X4(**) 4X4 3X4(**)6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.07 TC 24 0.00 4.83TC 24 4.83 9.67TC 24 7.59 10.67BC 75 0.00 9.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is4-3-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*81 /-/-/35 /32 /17 Wind reactions based on MWFRS B Brg Wid = 116 Min Req =- Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 184 -212 C - D 35 -74 D - E 43 -14 E - F 128 -23 Chords Tens.Comp. F - G 141 -43 G - H 77 -63 H - I 84 -98 I - J 169 -211 J - K 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 181 -74 P - O 188 -76 O - N 193 -79 Chords Tens.Comp. N - M 193 -79 M - L 189 -79 L - J 185 -80 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - P 135 -65 E - O 165 -92 F - N 16 -105 Gables Tens.Comp. M - G 165 -92 L - H 135 -65 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.32 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 B 999 240 VERT(CL):0.002 B 999 180 HORZ(LL):-0.002 E - - HORZ(TL):0.002 E - - Creep Factor: 2.0 Max TC CSI:0.150 Max BC CSI:0.056 Max Web CSI:0.041 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE04 Ply: 1 Qty:1 Wgt: 67.2 lbs DRW: .../...08/23/2022 SC1 SC2 9'8" 2'2"1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 4'10" 3'0"4 7'10"4 3'0"4 9'7"13 1'9"9 9'8" 0"3 9'8" 9'8"1'1' 3' (NNL) 3' (NNL) 7"144'3"114'10"521'3"A B CD E F G H I J K LMNOP 10 12 6X6(**) 3X4(**) 4X4 3X4(**)6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is5-8-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*67 /-/-/31 /34 /17 L 173 /-/-/94 /21 /- Wind reactions based on MWFRS B Brg Wid = 150 Min Req =- L Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & L are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 188 -259 C - D 117 -141 D - E 94 -95 E - F 116 -76 F - G 215 -55 Chords Tens.Comp. G - H 207 -35 H - I 102 -22 I - J 31 -33 J - K 55 -129 K - L 153 -239 L - M 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 244 -95T - S 250 -94 S - R 254 -93 R - Q 258 -93 Chords Tens.Comp. Q - P 258 -93P - O 254 -92 O - N 249 -90 N - L 242 -88 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - T 170 -85 E - S 146 -74 F - R 178 -88G - Q 30 -187 Gables Tens.Comp. P - H 177 -88 O - I 145 -72 N - J 172 -91 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.01 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 K 999 240 VERT(CL):0.002 B 999 180 HORZ(LL):0.003 K - - HORZ(TL):0.004 K - - Creep Factor: 2.0 Max TC CSI:0.166 Max BC CSI:0.058 Max Web CSI:0.081 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE05 Ply: 1 Qty:1 Wgt: 95.2 lbs DRW: .../...08/23/2022 SC1 SC2 13' 2'6"1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 6'6" 4'8"4 11'2"4 4'8"4 12'11"13 1'9"9 13' 0"3 13' 13'1'1' 3' (NNL) 3' (NNL) 7"145'8"56'3"21'3"A B C D E F G H I J K L M NOPQRST 10 12 6X6(**) 3X4(**) 4X4 3X4(**)6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.00 6.50TC 24 6.50 13.00TC 24 11.00 14.00BC 75 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14030ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is5-8-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*67 /-/-/31 /34 /17 L 173 /-/-/94 /21 /- Wind reactions based on MWFRS B Brg Wid = 150 Min Req =- L Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & L are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 188 -259 C - D 117 -141 D - E 94 -95 E - F 116 -76 F - G 215 -55 Chords Tens.Comp. G - H 207 -35 H - I 102 -22 I - J 31 -33 J - K 55 -129 K - L 153 -239 L - M 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 244 -95T - S 250 -94 S - R 254 -93 R - Q 258 -93 Chords Tens.Comp. Q - P 258 -93P - O 254 -92 O - N 249 -90 N - L 242 -88 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - T 170 -85 E - S 146 -74 F - R 178 -88G - Q 30 -187 Gables Tens.Comp. P - H 177 -88 O - I 145 -72 N - J 172 -91 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.01 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 K 999 240 VERT(CL):0.002 B 999 180 HORZ(LL):0.003 K - - HORZ(TL):0.004 K - - Creep Factor: 2.0 Max TC CSI:0.166 Max BC CSI:0.058 Max Web CSI:0.081 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE05 Ply: 1 Qty:1 Wgt: 95.2 lbs DRW: .../...08/23/2022 SC1 SC2 13' 2'6"1'4"(TYP) 0"3 0"3 1'9"12 1'9"9 6'6" 4'8"4 11'2"4 4'8"4 12'11"13 1'9"9 13' 0"3 13' 13'1'1' 3' (NNL) 3' (NNL) 7"145'8"56'3"21'3"A B C D E F G H I J K L M NOPQRST 10 12 6X6(**) 3X4(**) 4X4 3X4(**)6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Stack Chord: SC2 2x4 SP #2; Plating Notes All plates are 3X4(A1) except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00 TC 24 1.62 8.25TC 24 8.25 14.88TC 24 13.50 17.50BC 75 0.75 8.25BC 75 8.25 15.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is3-1-10. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*36 /-/-/20 /9 /- H*123 /-/-/50 /39 /10 Wind reactions based on MWFRS B Brg Wid = 93.5 Min Req =- H Brg Wid = 93.5 Min Req =-Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1011 -1297 F - G 19 0 A - B 19 0 B - C 444 -433 Chords Tens.Comp. C - D 841 -824 D - E 841 -824 E - F 1011 -1297 E - F 444 -433 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 936 -747 Chords Tens.Comp. H - F 936 -747 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 929 -900 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.209 C 430 240 VERT(CL):0.364 C 247 180 HORZ(LL):-0.073 E - - HORZ(TL):0.122 E - - Creep Factor: 2.0 Max TC CSI:0.870 Max BC CSI:0.868 Max Web CSI:0.277 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE06 Ply: 1 Qty:1 Wgt: 65.8 lbs DRW: .../...08/23/2022 SC1 SC2 5"8 15'7"5"8 11"9 11"9 2'10"12 1'11"3 8'3" 5'4"4 13'7"4 5'4"4 15'6"7 1'11"3 16'6" 11"9 7'9"8 7'9"8 15'7" 7'9"81'1' 4' (NNL) 4' (NNL) 4"41'7"83'1"103'5"1010'1"2 11'8"10 A B C D E F G H 4.5 12 2.512 3X8(C6)3X4(**) 4X4 4X5(**) 3X4(**)3X8(C6) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Stack Chord: SC2 2x4 SP #2; Plating Notes All plates are 3X4(A1) except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00 TC 24 1.62 8.25TC 24 8.25 14.88TC 24 13.50 17.50BC 75 0.75 8.25BC 75 8.25 15.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24" oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is3-1-10. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*36 /-/-/20 /9 /- H*123 /-/-/50 /39 /10 Wind reactions based on MWFRS B Brg Wid = 93.5 Min Req =- H Brg Wid = 93.5 Min Req =-Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 1011 -1297 F - G 19 0 A - B 19 0 B - C 444 -433 Chords Tens.Comp. C - D 841 -824 D - E 841 -824 E - F 1011 -1297 E - F 444 -433 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 936 -747 Chords Tens.Comp. H - F 936 -747 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 929 -900 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.209 C 430 240 VERT(CL):0.364 C 247 180 HORZ(LL):-0.073 E - - HORZ(TL):0.122 E - - Creep Factor: 2.0 Max TC CSI:0.870 Max BC CSI:0.868 Max Web CSI:0.277 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE06 Ply: 1 Qty:1 Wgt: 65.8 lbs DRW: .../...08/23/2022 SC1 SC2 5"8 15'7"5"8 11"9 11"9 2'10"12 1'11"3 8'3" 5'4"4 13'7"4 5'4"4 15'6"7 1'11"3 16'6" 11"9 7'9"8 7'9"8 15'7" 7'9"81'1' 4' (NNL) 4' (NNL) 4"41'7"83'1"103'5"1010'1"2 11'8"10 A B C D E F G H 4.5 12 2.512 3X8(C6)3X4(**) 4X4 4X5(**) 3X4(**)3X8(C6) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 1.92 13.13 BC 115 0.29 12.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is2-9-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 479 /-/-/200 /155 /102 J 420 /-/-/165 /147 /- Wind reactions based on MWFRS P Brg Wid = 3.5 Min Req =1.5 (Truss) J Brg Wid = 1.5 Min Req =1.5 (Support)Bearings P & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 0 B - C 1206 -1287 C - D 1173 -1260 D - E 896 -992 Chords Tens.Comp. E - F 88 -163 F - G 4 -53 G - H 22 -49 H - I 12 -28 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 1234 -1304 O - N 805 -813 N - M 33 -33 Chords Tens.Comp. M - L 33 -33 L - K 29 -29 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - O 487 -396 E - N 1231 -1221 Webs Tens.Comp. J - K 340 -350 J - I 73 -61 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. O - E 767 -748 N - F 514 -518 Gables Tens.Comp. G - M 46 0 H - L 297 -263 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.347 F 428 240 VERT(CL):0.553 F 268 180 HORZ(LL):0.043 F - - HORZ(TL):0.069 F - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.997 Max Web CSI:0.487 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE07 Ply: 1 Qty:1 Wgt: 70.0 lbs DRW: .../...08/23/2022 SC1 13'1"8 7'10"12 1'4" (TYP) 9"8 1'2"6 1'2"6 2'11"5 1'8"14 6'7"2 3'7"13 8'0"8 1'5"6 12'10" 4'9"8 13'1"8 3"8 7'9" 7'9" 9'1" 1'4" 12'10" 3'9" 13'1"8 3"8 1' 4' (NNL)1'4"1 1'9"52'9"52'11"510'1"2 11'1"2 A B C D E F G H I J KLMNOP 2.5 12 3X4(**) 3X8(**)3X4(**) 4X4 4X4 3X4(**) 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 1.92 13.13 BC 115 0.29 12.83Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is2-9-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 479 /-/-/200 /155 /102 J 420 /-/-/165 /147 /- Wind reactions based on MWFRS P Brg Wid = 3.5 Min Req =1.5 (Truss) J Brg Wid = 1.5 Min Req =1.5 (Support)Bearings P & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 0 B - C 1206 -1287 C - D 1173 -1260 D - E 896 -992 Chords Tens.Comp. E - F 88 -163 F - G 4 -53 G - H 22 -49 H - I 12 -28 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 1234 -1304 O - N 805 -813 N - M 33 -33 Chords Tens.Comp. M - L 33 -33 L - K 29 -29 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - O 487 -396 E - N 1231 -1221 Webs Tens.Comp. J - K 340 -350 J - I 73 -61 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. O - E 767 -748 N - F 514 -518 Gables Tens.Comp. G - M 46 0 H - L 297 -263 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.347 F 428 240 VERT(CL):0.553 F 268 180 HORZ(LL):0.043 F - - HORZ(TL):0.069 F - - Creep Factor: 2.0 Max TC CSI:0.794 Max BC CSI:0.997 Max Web CSI:0.487 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE07 Ply: 1 Qty:1 Wgt: 70.0 lbs DRW: .../...08/23/2022 SC1 13'1"8 7'10"12 1'4" (TYP) 9"8 1'2"6 1'2"6 2'11"5 1'8"14 6'7"2 3'7"13 8'0"8 1'5"6 12'10" 4'9"8 13'1"8 3"8 7'9" 7'9" 9'1" 1'4" 12'10" 3'9" 13'1"8 3"8 1' 4' (NNL)1'4"1 1'9"52'9"52'11"510'1"2 11'1"2 A B C D E F G H I J KLMNOP 2.5 12 3X4(**) 3X8(**)3X4(**) 4X4 4X4 3X4(**) 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 0.29 7.81 BC 90 0.29 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is2-7-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 328 /-/-/161 /87 /100 G 237 /-/-/109 /87 /- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = 1.5 Min Req =-Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 0 B - C 414 -529 C - D 0 -83 Chords Tens.Comp. D - E 0 -36 E - F 3 -20 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 40 -55 I - H 37 -48 Chords Tens.Comp. H - G 36 -47 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - I 190 -87 E - H 35 -21 Gables Tens.Comp. F - G 158 -116 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.153 C 590 240 VERT(CL):0.245 C 368 180 HORZ(LL):0.037 C - - HORZ(TL):0.059 C - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.625 Max Web CSI:0.183 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE08 Ply: 1 Qty:2 Wgt: 39.2 lbs DRW: .../...08/23/2022 SC1 9" 9" 2'10"14 2'1"14 5'2"14 2'4" 6'6"14 1'4" 7'7"12 1'0"14 7'9"12 2" 5'2"14 5'2"14 6'6"14 1'4" 7'7"12 1'0"14 7'9"12 2" 1' 4' (NNL) 4"3 2'7"122'11"410'1"2A B C D E F GHIJ 4 12 4X5(**) 3X4 3X4 3X4 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Plating Notes All plates are 3X4(**) except as noted. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 3.00TC 24 0.29 7.81 BC 90 0.29 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Gable end supports 8" max rake overhang. Topchord must not be cut or notched. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is2-7-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 328 /-/-/161 /87 /100 G 237 /-/-/109 /87 /- Wind reactions based on MWFRS J Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = 1.5 Min Req =-Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 0 B - C 414 -529 C - D 0 -83 Chords Tens.Comp. D - E 0 -36 E - F 3 -20 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 40 -55 I - H 37 -48 Chords Tens.Comp. H - G 36 -47 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - I 190 -87 E - H 35 -21 Gables Tens.Comp. F - G 158 -116 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.153 C 590 240 VERT(CL):0.245 C 368 180 HORZ(LL):0.037 C - - HORZ(TL):0.059 C - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.625 Max Web CSI:0.183 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE08 Ply: 1 Qty:2 Wgt: 39.2 lbs DRW: .../...08/23/2022 SC1 9" 9" 2'10"14 2'1"14 5'2"14 2'4" 6'6"14 1'4" 7'7"12 1'0"14 7'9"12 2" 5'2"14 5'2"14 6'6"14 1'4" 7'7"12 1'0"14 7'9"12 2" 1' 4' (NNL) 4"3 2'7"122'11"410'1"2A B C D E F GHIJ 4 12 4X5(**) 3X4 3X4 3X4 3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.29 7.46TC 24 7.46 14.62TC 24 12.92 15.92BC 75 0.29 14.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is3-1-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 188 /-/-/101 /47 /88 B*63 /-/-/26 /19 /- Wind reactions based on MWFRS Q Brg Wid = 5.5 Min Req =1.5 (Truss) B Brg Wid = 173 Min Req =-Bearings Q & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 227 -194 C - D 151 -91 D - E 110 -17 E - F 128 -7 Chords Tens.Comp. F - G 128 -1 G - H 110 -3 H - I 151 -78 I - J 227 -184 J - K 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 176 -99 P - O 183 -105O - N 184 -106 Chords Tens.Comp. N - M 184 -106 M - L 182 -105L - J 175 -99 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - P 235 -198 E - O 61 -33 F - N 51 -157 Gables Tens.Comp. M - G 60 -33 L - H 236 -198 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 I 999 240 VERT(CL):0.023 I 999 180 HORZ(LL):-0.006 I - - HORZ(TL):0.009 I - - Creep Factor: 2.0 Max TC CSI:0.285 Max BC CSI:0.182 Max Web CSI:0.067 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE09 Ply: 1 Qty:2 Wgt: 74.2 lbs DRW: .../...08/23/2022 SC1 SC2 14'11" 4'9"8 1'4"(TYP) 7"3 7"3 1'10"10 1'3"7 7'5"8 5'6"14 13'0"6 5'6"14 14'3"13 1'3"7 14'11" 7"3 14'11" 14'11"1'1' 3' (NNL) 3' (NNL) 4"53'1"133'6"510'1"2A B C D E F G H I J K LMNOPQ 5 12 3X4(**) 4X5(**)3X4(**) 4X4 3X4(**)3X4(**)4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 2.00 TC 24 0.29 7.46TC 24 7.46 14.62TC 24 12.92 15.92BC 75 0.29 14.62Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes See DWGS A14015ENC160118 & GBLLETIN0118 forgable wind bracing and other requirements. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" ocintervals. Attach stacked top chord (SC) to droppedtop chord in notchable area using 3x4 tie-plates 24"oc. Center plate on stacked/dropped chord interface,plate length perpendicular to chord length. Splice topchord in notchable area using 3x6. The overall height of this truss excluding overhang is3-1-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Q 188 /-/-/101 /47 /88 B*63 /-/-/26 /19 /- Wind reactions based on MWFRS Q Brg Wid = 5.5 Min Req =1.5 (Truss) B Brg Wid = 173 Min Req =-Bearings Q & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 227 -194 C - D 151 -91 D - E 110 -17 E - F 128 -7 Chords Tens.Comp. F - G 128 -1 G - H 110 -3 H - I 151 -78 I - J 227 -184 J - K 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 176 -99 P - O 183 -105O - N 184 -106 Chords Tens.Comp. N - M 184 -106 M - L 182 -105L - J 175 -99 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - P 235 -198 E - O 61 -33 F - N 51 -157 Gables Tens.Comp. M - G 60 -33 L - H 236 -198 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 I 999 240 VERT(CL):0.023 I 999 180 HORZ(LL):-0.006 I - - HORZ(TL):0.009 I - - Creep Factor: 2.0 Max TC CSI:0.285 Max BC CSI:0.182 Max Web CSI:0.067 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:GE09 Ply: 1 Qty:2 Wgt: 74.2 lbs DRW: .../...08/23/2022 SC1 SC2 14'11" 4'9"8 1'4"(TYP) 7"3 7"3 1'10"10 1'3"7 7'5"8 5'6"14 13'0"6 5'6"14 14'3"13 1'3"7 14'11" 7"3 14'11" 14'11"1'1' 3' (NNL) 3' (NNL) 4"53'1"133'6"510'1"2A B C D E F G H I J K LMNOPQ 5 12 3X4(**) 4X5(**)3X4(**) 4X4 3X4(**)3X4(**)4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2; Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.00BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-2-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 302 /-/-/180 /49 /148 D 98 /-/-/43 /-/- C 169 /-/-/102 /106 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =- C Brg Wid = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 29 0 Chords Tens.Comp. B - C 81 -152 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.014 B - - HORZ(TL):0.023 B - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.412 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J01 Ply: 1 Qty:5 Wgt: 25.2 lbs DRW: .../...08/23/2022 7' 7'1' 4"8 4'2"114'8"1321'3" 25'2"3 A B C D 6.6 12 3X4(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2; Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.00BC 75 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-2-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 302 /-/-/180 /49 /148 D 98 /-/-/43 /-/- C 169 /-/-/102 /106 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =- C Brg Wid = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 29 0 Chords Tens.Comp. B - C 81 -152 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.014 B - - HORZ(TL):0.023 B - - Creep Factor: 2.0 Max TC CSI:0.756 Max BC CSI:0.412 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J01 Ply: 1 Qty:5 Wgt: 25.2 lbs DRW: .../...08/23/2022 7' 7'1' 4"8 4'2"114'8"1321'3" 25'2"3 A B C D 6.6 12 3X4(A1) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 7.00BC: From 5 plf at 0.00 to 5 plf at 7.00BC: 521 lb Conc. Load at 1.56, 3.56, 5.56 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 7.00BC 82 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=6'9" uses the followingsupport conditions: 6'9"Bearing C (6'9", 21'3") HTU26Supporting Member: (1)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-2-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1002 /-/-/-/413 /- C 988 /-/-/-/406 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Support) C Brg Wid = -Min Req =-Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 34 -16 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - C 109 -177 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.55 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.034 A - - HORZ(TL):0.055 A - - Creep Factor: 2.0 Max TC CSI:0.819 Max BC CSI:0.809 Max Web CSI:0.293 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J01G Ply: 1 Qty:1 Wgt: 36.4 lbs DRW: .../...08/23/2022 7' 7' 7' 4"8 4'2"1121'3" A B C 6.6 12 3X4(A1) 3X4(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 7.00BC: From 5 plf at 0.00 to 5 plf at 7.00BC: 521 lb Conc. Load at 1.56, 3.56, 5.56 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 7.00BC 82 0.15 7.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=6'9" uses the followingsupport conditions: 6'9"Bearing C (6'9", 21'3") HTU26Supporting Member: (1)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-2-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1002 /-/-/-/413 /- C 988 /-/-/-/406 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Support) C Brg Wid = -Min Req =-Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 75 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 34 -16 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - C 109 -177 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.55 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.034 A - - HORZ(TL):0.055 A - - Creep Factor: 2.0 Max TC CSI:0.819 Max BC CSI:0.809 Max Web CSI:0.293 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J01G Ply: 1 Qty:1 Wgt: 36.4 lbs DRW: .../...08/23/2022 7' 7' 7' 4"8 4'2"1121'3" A B C 6.6 12 3X4(A1) 3X4(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 252 /-/-/147 /11 /225 D 68 /-/-/28 /3 /- C 128 /-/-/109 /161 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =- C Brg Wid = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 Chords Tens.Comp. B - C 84 -220 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.57 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.010 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.692 Max BC CSI:0.343 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J02 Ply: 1 Qty:14 Wgt: 23.8 lbs DRW: .../...08/23/2022 5' 5'1' 7"14 4'9"145'4"921'3" 25'9"6 A B C D E 10 12 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 252 /-/-/147 /11 /225 D 68 /-/-/28 /3 /- C 128 /-/-/109 /161 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss)D Brg Wid = 1.5 Min Req =- C Brg Wid = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 Chords Tens.Comp. B - C 84 -220 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.57 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.010 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.692 Max BC CSI:0.343 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J02 Ply: 1 Qty:14 Wgt: 23.8 lbs DRW: .../...08/23/2022 5' 5'1' 7"14 4'9"145'4"921'3" 25'9"6 A B C D E 10 12 6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 304 /-/-/196 /1 /166 E 49 /-/-/28 /18 /- D 99 /-/-/83 /99 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss)E Brg Wid = 1.5 Min Req =- D Brg Wid = 1.5 Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 117 -402 Chords Tens.Comp. C - D 63 -200 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 391 -106 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 343 -244 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.57 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 B 331 240 VERT(CL):0.051 B 243 180 HORZ(LL):-0.044 D - - HORZ(TL):0.052 D - - Creep Factor: 2.0 Max TC CSI:0.795 Max BC CSI:0.634 Max Web CSI:0.138 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J02A Ply: 1 Qty:4 Wgt: 22.4 lbs DRW: .../...08/23/2022 8" 10"12 10"12 5' 4'1"4 3" 3" 10"12 7"12 5' 4'1"41' 7"14 4'9"145'4"9HB 3'11"8 21'3" 25'9"6 A B C D EF 10 12 5X7(**) 3X4 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.00BC 60 0.00 5.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 304 /-/-/196 /1 /166 E 49 /-/-/28 /18 /- D 99 /-/-/83 /99 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss)E Brg Wid = 1.5 Min Req =- D Brg Wid = 1.5 Min Req =- Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 117 -402 Chords Tens.Comp. C - D 63 -200 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 391 -106 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 343 -244 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.57 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.037 B 331 240 VERT(CL):0.051 B 243 180 HORZ(LL):-0.044 D - - HORZ(TL):0.052 D - - Creep Factor: 2.0 Max TC CSI:0.795 Max BC CSI:0.634 Max Web CSI:0.138 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:J02A Ply: 1 Qty:4 Wgt: 22.4 lbs DRW: .../...08/23/2022 8" 10"12 10"12 5' 4'1"4 3" 3" 10"12 7"12 5' 4'1"41' 7"14 4'9"145'4"9HB 3'11"8 21'3" 25'9"6 A B C D EF 10 12 5X7(**) 3X4 3X4 DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35 BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-4-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 896 /-/-/433 /211 /334 F 906 /-/-/381 /199 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 571 -2085 C - D 645 -1864 Chords Tens.Comp. D - E 620 -1040 E - F 347 -1093 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1658 -443 H - G 699 -102 Chords Tens.Comp. G - F 732 -129 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 311 -272 H - D 1463 -393 Webs Tens.Comp. D - G 418 -416 G - E 396 -385 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.36 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 C 999 277 VERT(CL):0.344 C 805 277 HORZ(LL):0.172 F - - HORZ(TL):0.281 F - - Creep Factor: 2.0 Max TC CSI:0.718 Max BC CSI:0.923 Max Web CSI:0.934 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T01 Ply: 1 Qty:1 Wgt: 135.8 lbs DRW: .../...08/23/2022 T1 23'4"4 6'7"14 6'7"14 11'8"2 5'0"4 15'9"12 4'1"10 23'4"4 7'6"8 5"8 5"8 8'0"12 7'7"4 15'8" 7'7"4 23'4"4 7'8"41' 7"143'9"1010'4"1110'11"521'3"A B C D E F G H I J 10 12 6 12 5X7(**) 5X5(**) 6X6(**) 5X5(**) 4X5(**) 3X4 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35 BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-4-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 896 /-/-/433 /211 /334 F 906 /-/-/381 /199 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 571 -2085 C - D 645 -1864 Chords Tens.Comp. D - E 620 -1040 E - F 347 -1093 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1658 -443 H - G 699 -102 Chords Tens.Comp. G - F 732 -129 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 311 -272 H - D 1463 -393 Webs Tens.Comp. D - G 418 -416 G - E 396 -385 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.36 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.210 C 999 277 VERT(CL):0.344 C 805 277 HORZ(LL):0.172 F - - HORZ(TL):0.281 F - - Creep Factor: 2.0 Max TC CSI:0.718 Max BC CSI:0.923 Max Web CSI:0.934 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T01 Ply: 1 Qty:1 Wgt: 135.8 lbs DRW: .../...08/23/2022 T1 23'4"4 6'7"14 6'7"14 11'8"2 5'0"4 15'9"12 4'1"10 23'4"4 7'6"8 5"8 5"8 8'0"12 7'7"4 15'8" 7'7"4 23'4"4 7'8"41' 7"143'9"1010'4"1110'11"521'3"A B C D E F G H I J 10 12 6 12 5X7(**) 5X5(**) 6X6(**) 5X5(**) 4X5(**) 3X4 6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35 BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-4-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 901 /-/-/434 /212 /334 F 902 /-/-/379 /198 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 574 -2097 C - D 648 -1876 Chords Tens.Comp. D - E 626 -1059 E - F 351 -1107 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1667 -442 H - G 705 -102 Chords Tens.Comp. G - F 745 -133 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 311 -272 H - D 1468 -393 Webs Tens.Comp. D - G 426 -416 G - E 398 -391 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.36 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.211 C 999 278 VERT(CL):0.345 C 807 278 HORZ(LL):0.173 F - - HORZ(TL):0.283 F - - Creep Factor: 2.0 Max TC CSI:0.760 Max BC CSI:0.928 Max Web CSI:0.933 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T02 Ply: 1 Qty:9 Wgt: 135.8 lbs DRW: .../...08/23/2022 T1 23'4"4 6'7"14 6'7"14 11'8"2 5'0"4 15'9"12 4'1"10 23'4"4 7'6"8 5"8 5"8 8'0"12 7'7"4 15'8" 7'7"4 23'4"4 7'8"41' 7"143'9"1010'4"1110'11"521'3"A B C D E F G H I J 10 12 6 12 5X7(**) 5X5(**) 6X6(**) 5X5(**) 4X5(**) 3X4 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.68TC 24 11.68 23.35 BC 105 0.15 8.06BC 102 8.06 15.67BC 92 15.67 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-4-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 901 /-/-/434 /212 /334 F 902 /-/-/379 /198 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 574 -2097 C - D 648 -1876 Chords Tens.Comp. D - E 626 -1059 E - F 351 -1107 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1667 -442 H - G 705 -102 Chords Tens.Comp. G - F 745 -133 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 311 -272 H - D 1468 -393 Webs Tens.Comp. D - G 426 -416 G - E 398 -391 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.36 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.211 C 999 278 VERT(CL):0.345 C 807 278 HORZ(LL):0.173 F - - HORZ(TL):0.283 F - - Creep Factor: 2.0 Max TC CSI:0.760 Max BC CSI:0.928 Max Web CSI:0.933 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T02 Ply: 1 Qty:9 Wgt: 135.8 lbs DRW: .../...08/23/2022 T1 23'4"4 6'7"14 6'7"14 11'8"2 5'0"4 15'9"12 4'1"10 23'4"4 7'6"8 5"8 5"8 8'0"12 7'7"4 15'8" 7'7"4 23'4"4 7'8"41' 7"143'9"1010'4"1110'11"521'3"A B C D E F G H I J 10 12 6 12 5X7(**) 5X5(**) 6X6(**) 5X5(**) 4X5(**) 3X4 6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.83TC 24 11.83 23.35BC 118 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-3. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1065 /-/-/498 /158 /359 G 1042 /-/-/386 /414 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 424 -1208 C - D 510 -1007 Chords Tens.Comp. D - E 356 -469 E - F 356 -468 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 831 -607 I - H 593 -429 Chords Tens.Comp. H - G 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 290 -293 I - D 547 -188 D - H 153 -271 Webs Tens.Comp. E - H 529 -397 H - F 936 -711 F - G 798 -947 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.42 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.043 I 999 277 VERT(CL):0.063 I 999 277 HORZ(LL):0.021 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.551 Max BC CSI:0.971 Max Web CSI:0.995 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T03 Ply: 1 Qty:1 Wgt: 168.0 lbs DRW: .../...08/23/2022 23'4"4 6'7"14 6'7"14 11'9"15 5'2"1 17'5"6 5'7"6 23'4"4 5'10"14 10' 10' 17'5"6 7'5"6 23'4"4 5'10"141' 7"14 10'6"311'0"13(a) (a) (a) (a) 21'3"A B C D E F GHI J 10 12 6X6(**)(I) 5X5(**) 5X5(**) 4X8(**)3X4 4X8 4X4 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 11.83TC 24 11.83 23.35BC 118 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-3. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1065 /-/-/498 /158 /359 G 1042 /-/-/386 /414 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 424 -1208 C - D 510 -1007 Chords Tens.Comp. D - E 356 -469 E - F 356 -468 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 831 -607 I - H 593 -429 Chords Tens.Comp. H - G 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 290 -293 I - D 547 -188 D - H 153 -271 Webs Tens.Comp. E - H 529 -397 H - F 936 -711 F - G 798 -947 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.42 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.043 I 999 277 VERT(CL):0.063 I 999 277 HORZ(LL):0.021 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.551 Max BC CSI:0.971 Max Web CSI:0.995 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T03 Ply: 1 Qty:1 Wgt: 168.0 lbs DRW: .../...08/23/2022 23'4"4 6'7"14 6'7"14 11'9"15 5'2"1 17'5"6 5'7"6 23'4"4 5'10"14 10' 10' 17'5"6 7'5"6 23'4"4 5'10"141' 7"14 10'6"311'0"13(a) (a) (a) (a) 21'3"A B C D E F GHI J 10 12 6X6(**)(I) 5X5(**) 5X5(**) 4X8(**)3X4 4X8 4X4 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 10.88TC 24 10.88 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is9-8-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1061 /-/-/494 /177 /333 G 1031 /-/-/371 /410 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 475 -1197 C - D 550 -993 Chords Tens.Comp. D - E 415 -527 E - F 414 -526 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 823 -611 I - H 641 -466 Chords Tens.Comp. H - G 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 266 -280 I - D 523 -166 D - H 107 -258 Webs Tens.Comp. E - H 576 -432 H - F 939 -739 F - G 806 -924 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.02 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 I 999 277 VERT(CL):0.060 I 999 277 HORZ(LL):0.020 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.559 Max BC CSI:0.965 Max Web CSI:0.941 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T04 Ply: 1 Qty:1 Wgt: 165.2 lbs DRW: .../...08/23/2022 23'4"4 6'8"3 6'8"3 10'10"9 4'2"6 16'11"10 6'1"2 23'4"4 6'4"10 10' 10' 16'11"10 6'11"10 23'4"4 6'4"101' 7"14 9'8"1110'3"6(a) (a) (a) (a) 21'3"A B C D E F GHI J 10 12 6X6(**)(I) 3X4 5X5(**) 4X8(**)3X4 4X8 4X4 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 10.88TC 24 10.88 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is9-8-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1061 /-/-/494 /177 /333 G 1031 /-/-/371 /410 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 475 -1197 C - D 550 -993 Chords Tens.Comp. D - E 415 -527 E - F 414 -526 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 823 -611 I - H 641 -466 Chords Tens.Comp. H - G 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 266 -280 I - D 523 -166 D - H 107 -258 Webs Tens.Comp. E - H 576 -432 H - F 939 -739 F - G 806 -924 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.02 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 I 999 277 VERT(CL):0.060 I 999 277 HORZ(LL):0.020 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.559 Max BC CSI:0.965 Max Web CSI:0.941 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T04 Ply: 1 Qty:1 Wgt: 165.2 lbs DRW: .../...08/23/2022 23'4"4 6'8"3 6'8"3 10'10"9 4'2"6 16'11"10 6'1"2 23'4"4 6'4"10 10' 10' 16'11"10 6'11"10 23'4"4 6'4"101' 7"14 9'8"1110'3"6(a) (a) (a) (a) 21'3"A B C D E F GHI J 10 12 6X6(**)(I) 3X4 5X5(**) 4X8(**)3X4 4X8 4X4 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 9.56TC 24 9.56 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is8-7-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1031 /-/-/486 /203 /296 G 1004 /-/-/353 /404 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 553 -1177 C - D 594 -972 Chords Tens.Comp. D - E 504 -609 E - F 504 -608 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 813 -635 I - H 689 -522 Chords Tens.Comp. H - G 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 207 -227 D - I 416 -100 D - H 79 -217 Webs Tens.Comp. E - H 631 -473 H - F 954 -790 F - G 815 -891 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 I 999 277 VERT(CL):0.060 I 999 277 HORZ(LL):0.017 C - - HORZ(TL):0.025 C - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.998 Max Web CSI:0.878 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T05 Ply: 1 Qty:1 Wgt: 162.4 lbs DRW: .../...08/23/2022 23'4"4 5'10"10 5'10"10 9'6"11 3'8"1 16'5"8 6'10"12 23'4"4 6'10"12 9'6"11 9'6"11 16'5"8 6'10"12 23'4"4 6'10"121' 7"14 8'7"89'2"2(a) (a) (a) (a) 21'3"A B C D E F GHI J 10 12 6X6(**)(I) 3X4 4X8(**) 5X5(**) 3X4 4X8 4X4 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 9.56TC 24 9.56 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is8-7-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1031 /-/-/486 /203 /296 G 1004 /-/-/353 /404 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 553 -1177 C - D 594 -972 Chords Tens.Comp. D - E 504 -609 E - F 504 -608 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 813 -635 I - H 689 -522 Chords Tens.Comp. H - G 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 207 -227 D - I 416 -100 D - H 79 -217 Webs Tens.Comp. E - H 631 -473 H - F 954 -790 F - G 815 -891 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.47 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 I 999 277 VERT(CL):0.060 I 999 277 HORZ(LL):0.017 C - - HORZ(TL):0.025 C - - Creep Factor: 2.0 Max TC CSI:0.633 Max BC CSI:0.998 Max Web CSI:0.878 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T05 Ply: 1 Qty:1 Wgt: 162.4 lbs DRW: .../...08/23/2022 23'4"4 5'10"10 5'10"10 9'6"11 3'8"1 16'5"8 6'10"12 23'4"4 6'10"12 9'6"11 9'6"11 16'5"8 6'10"12 23'4"4 6'10"121' 7"14 8'7"89'2"2(a) (a) (a) (a) 21'3"A B C D E F GHI J 10 12 6X6(**)(I) 3X4 4X8(**) 5X5(**) 3X4 4X8 4X4 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.24TC 24 8.24 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is7-6-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1076 /-/-/475 /228 /259 F 1007 /-/-/336 /397 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 610 -1219 Chords Tens.Comp. C - D 618 -745 D - E 617 -744 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 816 -603 H - G 821 -602 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 306 0 C - G 104 -252 Webs Tens.Comp. D - G 664 -490 G - E 1030 -854 E - F 820 -888 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.92 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 D 999 277 VERT(CL):0.060 D 999 277 HORZ(LL):0.016 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.951 Max BC CSI:0.809 Max Web CSI:0.901 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T06 Ply: 1 Qty:1 Wgt: 142.8 lbs DRW: .../...08/23/2022 23'4"4 8'2"14 8'2"14 15'9"9 7'6"11 23'4"4 7'6"11 8'4"10 8'4"10 15'9"9 7'4"15 23'4"4 7'6"111' 7"14 7'6"58'0"15(a)(a) 21'3"A B C D E FGH I 10 12 6X6(**)(I) H0510(**) 5X5(**) 3X4 4X8 4X4 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.24TC 24 8.24 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is7-6-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1076 /-/-/475 /228 /259 F 1007 /-/-/336 /397 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 610 -1219 Chords Tens.Comp. C - D 618 -745 D - E 617 -744 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 816 -603 H - G 821 -602 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 306 0 C - G 104 -252 Webs Tens.Comp. D - G 664 -490 G - E 1030 -854 E - F 820 -888 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.92 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.040 D 999 277 VERT(CL):0.060 D 999 277 HORZ(LL):0.016 C - - HORZ(TL):0.024 C - - Creep Factor: 2.0 Max TC CSI:0.951 Max BC CSI:0.809 Max Web CSI:0.901 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T06 Ply: 1 Qty:1 Wgt: 142.8 lbs DRW: .../...08/23/2022 23'4"4 8'2"14 8'2"14 15'9"9 7'6"11 23'4"4 7'6"11 8'4"10 8'4"10 15'9"9 7'4"15 23'4"4 7'6"111' 7"14 7'6"58'0"15(a)(a) 21'3"A B C D E FGH I 10 12 6X6(**)(I) H0510(**) 5X5(**) 3X4 4X8 4X4 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.92TC 24 6.92 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-5-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1035 /-/-/463 /252 /221 F 960 /-/-/322 /389 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 686 -1203 Chords Tens.Comp. C - D 767 -878 D - E 766 -878 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 821 -641 H - G 825 -639 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 238 0 C - G 188 -186 Webs Tens.Comp. D - G 726 -546 G - E 1095 -956 E - F 820 -844 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.37 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.049 D 999 277 VERT(CL):0.075 D 999 277 HORZ(LL):0.015 C - - HORZ(TL):0.022 C - - Creep Factor: 2.0 Max TC CSI:0.929 Max BC CSI:0.853 Max Web CSI:0.908 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T07 Ply: 1 Qty:1 Wgt: 140.0 lbs DRW: .../...08/23/2022 23'4"4 6'11"1 6'11"1 15'1"10 8'2"10 23'4"4 8'2"10 7'0"13 7'0"13 15'1"10 8'0"14 23'4"4 8'2"101' 7"14 6'5"16'11"12(a)(a) 21'3"A B C D E FGH I 10 12 6X6(**)(I) 5X7(**) 5X5(**) H0510(**) 5X7(**) 4X4 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.92TC 24 6.92 23.35BC 120 0.00 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-5-1. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1035 /-/-/463 /252 /221 F 960 /-/-/322 /389 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) F Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 686 -1203 Chords Tens.Comp. C - D 767 -878 D - E 766 -878 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 821 -641 H - G 825 -639 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 238 0 C - G 188 -186 Webs Tens.Comp. D - G 726 -546 G - E 1095 -956 E - F 820 -844 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.37 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.049 D 999 277 VERT(CL):0.075 D 999 277 HORZ(LL):0.015 C - - HORZ(TL):0.022 C - - Creep Factor: 2.0 Max TC CSI:0.929 Max BC CSI:0.853 Max Web CSI:0.908 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T07 Ply: 1 Qty:1 Wgt: 140.0 lbs DRW: .../...08/23/2022 23'4"4 6'11"1 6'11"1 15'1"10 8'2"10 23'4"4 8'2"10 7'0"13 7'0"13 15'1"10 8'0"14 23'4"4 8'2"101' 7"14 6'5"16'11"12(a)(a) 21'3"A B C D E FGH I 10 12 6X6(**)(I) 5X7(**) 5X5(**) H0510(**) 5X7(**) 4X4 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x8 SP 2400f-2.0E;Webs: 2x4 SP #3; W3 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at 0.00 to 58 plf at 9.67BC: From 10 plf at 0.00 to 10 plf at 2.27BC: From 5 plf at 2.27 to 5 plf at 9.67BC: 1362 lb Conc. Load at 2.27, 4.27, 6.27, 8.27 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.83TC 24 4.83 9.67BC 109 0.29 9.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-8-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2778 /-/-/-/587 /- L 3293 /-/-/-/684 /- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req =2.6 (Support) L Brg Wid = 5.5 Min Req =3.1 (Support)Bearings K & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 684 -3261 B - C 523 -2458 Chords Tens.Comp. C - D 523 -2458 D - E 700 -3337 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2438 -500 H - G 2368 -488 Chords Tens.Comp. G - F 2424 -500 F - E 2554 -523 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - I 0 0 H - B 940 -136 B - G 141 -663 C - G 2906 -537 Webs Tens.Comp. G - D 157 -738 D - F 1038 -156 J - E 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.92 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 G 999 240 VERT(CL):0.062 G 999 180 HORZ(LL):0.012 B - - HORZ(TL):0.020 B - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.279 Max Web CSI:0.656 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T08 Ply: 1 Qty:1 Wgt: 75.6 lbs DRW: .../...08/23/2022 W3 9'8" 2'5"12 2'5"12 4'10" 2'4"4 7'2"4 2'4"4 9'8" 2'5"12 2'4" 2'4" 4'10" 2'6" 7'4" 2'6" 9'8" 2'4" 7"144'8"421'3" A B C D E FGH I J K L 10 12 4X4(C5) 6X6(C5) 4X8 4X5 5X5(**) 8X8 3X8 4X8 4X4(C5) 8X8(C5) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x8 SP 2400f-2.0E;Webs: 2x4 SP #3; W3 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at 0.00 to 58 plf at 9.67BC: From 10 plf at 0.00 to 10 plf at 2.27BC: From 5 plf at 2.27 to 5 plf at 9.67BC: 1362 lb Conc. Load at 2.27, 4.27, 6.27, 8.27 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.83TC 24 4.83 9.67BC 109 0.29 9.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is4-8-4. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 2778 /-/-/-/587 /- L 3293 /-/-/-/684 /- Wind reactions based on MWFRS K Brg Wid = 5.5 Min Req =2.6 (Support) L Brg Wid = 5.5 Min Req =3.1 (Support)Bearings K & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 684 -3261 B - C 523 -2458 Chords Tens.Comp. C - D 523 -2458 D - E 700 -3337 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 2438 -500 H - G 2368 -488 Chords Tens.Comp. G - F 2424 -500 F - E 2554 -523 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - I 0 0 H - B 940 -136 B - G 141 -663 C - G 2906 -537 Webs Tens.Comp. G - D 157 -738 D - F 1038 -156 J - E 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.92 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 G 999 240 VERT(CL):0.062 G 999 180 HORZ(LL):0.012 B - - HORZ(TL):0.020 B - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.279 Max Web CSI:0.656 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T08 Ply: 1 Qty:1 Wgt: 75.6 lbs DRW: .../...08/23/2022 W3 9'8" 2'5"12 2'5"12 4'10" 2'4"4 7'2"4 2'4"4 9'8" 2'5"12 2'4" 2'4" 4'10" 2'6" 7'4" 2'6" 9'8" 2'4" 7"144'8"421'3" A B C D E FGH I J K L 10 12 4X4(C5) 6X6(C5) 4X8 4X5 5X5(**) 8X8 3X8 4X8 4X4(C5) 8X8(C5) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.60TC 24 5.60 23.35BC 104 0.00 23.35 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is5-3-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 870 /-/-/447 /275 /183 G 787 /-/-/310 /381 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 741 -988 C - D 660 -682 Chords Tens.Comp. D - E 782 -821 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 664 -646 I - H 929 -955 Chords Tens.Comp. H - G 624 -666 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 337 -283 I - D 472 -380 D - H 267 -168 Webs Tens.Comp. H - E 379 -190 E - G 989 -927 F - G 86 -66 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 D 999 277 VERT(CL):0.065 D 999 277 HORZ(LL):0.016 G - - HORZ(TL):0.027 G - - Creep Factor: 2.0 Max TC CSI:0.741 Max BC CSI:0.984 Max Web CSI:0.806 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T09 Ply: 1 Qty:1 Wgt: 138.6 lbs DRW: .../...08/23/2022 23'4"4 5'7"3 5'7"3 10'2"3 4'7" 18'9"4 8'7" 23'4"4 4'7" 5'10"11 5'10"11 14'5"12 8'7" 23'4"4 8'10"81' 7"14 5'3"145'10"921'3"A B C D E F GHI J 10 12 6X6(**) 4X5(**) 3X4 5X5(**) 5X5(**) 3X4 3X4(**) 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 5.60TC 24 5.60 23.35BC 104 0.00 23.35 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is5-3-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 870 /-/-/447 /275 /183 G 787 /-/-/310 /381 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) G Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 741 -988 C - D 660 -682 Chords Tens.Comp. D - E 782 -821 E - F 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 664 -646 I - H 929 -955 Chords Tens.Comp. H - G 624 -666 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 0 0 C - I 337 -283 I - D 472 -380 D - H 267 -168 Webs Tens.Comp. H - E 379 -190 E - G 989 -927 F - G 86 -66 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.038 D 999 277 VERT(CL):0.065 D 999 277 HORZ(LL):0.016 G - - HORZ(TL):0.027 G - - Creep Factor: 2.0 Max TC CSI:0.741 Max BC CSI:0.984 Max Web CSI:0.806 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T09 Ply: 1 Qty:1 Wgt: 138.6 lbs DRW: .../...08/23/2022 23'4"4 5'7"3 5'7"3 10'2"3 4'7" 18'9"4 8'7" 23'4"4 4'7" 5'10"11 5'10"11 14'5"12 8'7" 23'4"4 8'10"81' 7"14 5'3"145'10"921'3"A B C D E F GHI J 10 12 6X6(**) 4X5(**) 3X4 5X5(**) 5X5(**) 3X4 3X4(**) 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W5 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.06TC: From 29 plf at 13.06 to 29 plf at 23.35BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 13.45BC: From 5 plf at 13.45 to 5 plf at 23.35TC: 169 lb Conc. Load at 15.06,17.06,19.06,21.0622.56BC: 988 lb Conc. Load at 13.06BC: 98 lb Conc. Load at 15.06,17.06,19.06,21.0622.56 Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50 TC 24 6.50 8.72TC 24 8.72 23.35BC 117 0.22 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1478 /-/-/-/641 /- H 2150 /-/-/-/876 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Support) H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -24 B - C 822 -1893 C - D 770 -1830 Chords Tens.Comp. D - E 1349 -3261 E - F 1348 -3261 F - G 890 -2185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1354 -570 K - J 2461 -1037 Chords Tens.Comp. J - I 2295 -947 I - H 14 -7 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 2005 -779 K - D 938 -2215 D - J 1029 -400 E - J 203 -315 Webs Tens.Comp. J - F 1245 -517 F - I 748 -1456 I - G 2766 -1125 G - H 876 -2001 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.134 E 999 278 VERT(CL):0.219 E 999 278 HORZ(LL):0.049 C - - HORZ(TL):0.080 C - - Creep Factor: 2.0 Max TC CSI:0.735 Max BC CSI:0.976 Max Web CSI:0.834 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T10 Ply: 1 Qty:1 Wgt: 151.2 lbs DRW: .../...08/23/2022 T3 W5 23'4"4 6'6" 6'6" 8'8"10 2'2"10 13'5"7 4'8"13 18'2"3 4'8"13 23'4"4 5'2"1 6'7"12 6'7"12 13'5"7 6'9"11 18'5"11 5'0"5 23'4"4 4'10"91' 7"14 4'2"116'0"146'7"921'3"A B C D E F G HIJK 10 12 4X5(**) 4X5(**) 5X7 8X8(**) 3X4 8X8(**) 4X4 6X6 6X6(**) H0310(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W5 2x4 SP #2; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.06TC: From 29 plf at 13.06 to 29 plf at 23.35BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 13.45BC: From 5 plf at 13.45 to 5 plf at 23.35TC: 169 lb Conc. Load at 15.06,17.06,19.06,21.0622.56BC: 988 lb Conc. Load at 13.06BC: 98 lb Conc. Load at 15.06,17.06,19.06,21.0622.56 Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50 TC 24 6.50 8.72TC 24 8.72 23.35BC 117 0.22 23.35Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1478 /-/-/-/641 /- H 2150 /-/-/-/876 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Support) H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 41 -24 B - C 822 -1893 C - D 770 -1830 Chords Tens.Comp. D - E 1349 -3261 E - F 1348 -3261 F - G 890 -2185 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1354 -570 K - J 2461 -1037 Chords Tens.Comp. J - I 2295 -947 I - H 14 -7 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 2005 -779 K - D 938 -2215 D - J 1029 -400 E - J 203 -315 Webs Tens.Comp. J - F 1245 -517 F - I 748 -1456 I - G 2766 -1125 G - H 876 -2001 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.134 E 999 278 VERT(CL):0.219 E 999 278 HORZ(LL):0.049 C - - HORZ(TL):0.080 C - - Creep Factor: 2.0 Max TC CSI:0.735 Max BC CSI:0.976 Max Web CSI:0.834 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T10 Ply: 1 Qty:1 Wgt: 151.2 lbs DRW: .../...08/23/2022 T3 W5 23'4"4 6'6" 6'6" 8'8"10 2'2"10 13'5"7 4'8"13 18'2"3 4'8"13 23'4"4 5'2"1 6'7"12 6'7"12 13'5"7 6'9"11 18'5"11 5'0"5 23'4"4 4'10"91' 7"14 4'2"116'0"146'7"921'3"A B C D E F G HIJK 10 12 4X5(**) 4X5(**) 5X7 8X8(**) 3X4 8X8(**) 4X4 6X6 6X6(**) H0310(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 13.00 BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=12'9" uses the followingsupport conditions: 12'9"Bearing D (12'9", 21'3") LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 600 /-/-/269 /229 /199 D 521 /-/-/206 /193 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 250 -595 Chords Tens.Comp. C - D 246 -591 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 368 -77 Chords Tens.Comp. E - D 367 -77 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 0 0 C - E 215 0 Webs Tens.Comp. G - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 E 999 240 VERT(CL):0.016 E 999 180 HORZ(LL):0.005 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.334 Max Web CSI:0.082 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T11 Ply: 1 Qty:3 Wgt: 64.4 lbs DRW: .../...08/23/2022 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1' 7"146'0"146'7"921'3"A B C D E F G 10 12 6X6(**) 4X4(**) 3X4 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 13.00 BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=12'9" uses the followingsupport conditions: 12'9"Bearing D (12'9", 21'3") LUS26Supporting Member: (1)2x6 SP 2400f-2.0E(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 600 /-/-/269 /229 /199 D 521 /-/-/206 /193 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 250 -595 Chords Tens.Comp. C - D 246 -591 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 368 -77 Chords Tens.Comp. E - D 367 -77 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 0 0 C - E 215 0 Webs Tens.Comp. G - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 E 999 240 VERT(CL):0.016 E 999 180 HORZ(LL):0.005 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.546 Max BC CSI:0.334 Max Web CSI:0.082 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T11 Ply: 1 Qty:3 Wgt: 64.4 lbs DRW: .../...08/23/2022 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1' 7"146'0"146'7"921'3"A B C D E F G 10 12 6X6(**) 4X4(**) 3X4 6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 14.00 BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 592 /-/-/268 /225 /216 D 592 /-/-/268 /225 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 352 -578 Chords Tens.Comp. C - D 352 -578 D - E 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 355 -76 Chords Tens.Comp. F - D 355 -76 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 0 0 C - F 202 0 Webs Tens.Comp. H - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 F 999 240 VERT(CL):0.018 F 999 180 HORZ(LL):0.005 C - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.700 Max BC CSI:0.354 Max Web CSI:0.077 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T12 Ply: 1 Qty:4 Wgt: 67.2 lbs DRW: .../...08/23/2022 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'1' 7"146'0"146'7"921'3"A B C D E F G H 10 12 6X6(**) 4X5(**) 3X4 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50TC 24 6.50 14.00 BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 592 /-/-/268 /225 /216 D 592 /-/-/268 /225 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 352 -578 Chords Tens.Comp. C - D 352 -578 D - E 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 355 -76 Chords Tens.Comp. F - D 355 -76 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 0 0 C - F 202 0 Webs Tens.Comp. H - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 F 999 240 VERT(CL):0.018 F 999 180 HORZ(LL):0.005 C - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.700 Max BC CSI:0.354 Max Web CSI:0.077 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T12 Ply: 1 Qty:4 Wgt: 67.2 lbs DRW: .../...08/23/2022 13' 6'6" 6'6" 13' 6'6" 6'6" 6'6" 13' 6'6"1'1' 7"146'0"146'7"921'3"A B C D E F G H 10 12 6X6(**) 4X5(**) 3X4 6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W4 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 18.50TC: From 28 plf at 18.50 to 28 plf at 29.94 TC: From 56 plf at 29.94 to 56 plf at 38.00BC: From 5 plf at 0.00 to 5 plf at 29.94BC: From 10 plf at 29.94 to 10 plf at 37.00BC: From 5 plf at 37.00 to 5 plf at 38.00PLB: From 20 plf at 11.55 to 20 plf at 15.06 PLB: From 20 plf at 21.94 to 20 plf at 25.45BC: 902 lb Conc. Load at 1.73, 3.73, 5.73, 7.739.73,11.73,13.73,15.73,17.73BC: 1042 lb Conc. Load at 18.50BC: 1031 lb Conc. Load at 19.94 BC: 1004 lb Conc. Load at 21.94BC: 1007 lb Conc. Load at 23.94BC: 960 lb Conc. Load at 25.94BC: 787 lb Conc. Load at 27.94BC: 2150 lb Conc. Load at 29.94 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.50TC 24 18.50 38.00BC 120 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 9728 /-/-/-/2936 /- G 8542 /-/-/-/3164 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =3.5 (Support) G Brg Wid = 5.5 Min Req =3.1 (Support)Bearings A & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1701 -5440 B - C 1660 -5378 C - D 1268 -3747 D - E 1258 -3732 Chords Tens.Comp. E - F 1938 -5335 F - G 1977 -5395 G - H 10 -6 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 4756 -1476 K - J 4081 -1304 Chords Tens.Comp. J - I 4056 -1435 I - G 4702 -1715 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - K 75 -149 K - C 1754 -393 C - J 316 -1243 D - J 3484 -1144 Webs Tens.Comp. J - E 515 -1205 E - I 1757 -738 I - F 54 -86 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.266 J 999 440 VERT(CL):0.423 J 999 440 HORZ(LL):0.080 B - - HORZ(TL):0.127 B - - Creep Factor: 2.0 Max TC CSI:0.725 Max BC CSI:0.716 Max Web CSI:0.786 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T13 Ply: 3 Qty:1 Wgt: 688.8 lbs DRW: .../...08/23/2022 T2 T2 W4 37' 7'9"2 7'9"2 12'6"13 4'9"10 18'6" 5'11"3 24'5"3 5'11"3 29'2"14 4'9"10 37' 7'9"2 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1' 4"810'6"1011'0"1121'3" A B C D E F G H IJK 6.6 12 3X4(C1)(I) 4X5(C1)(I) 3X4 H1010(**)(I) 5X7(**) 5X7(**) H1010(**)(I) 5X7(**) H1010(**)(I) 3X4 3X4(C1)(I) 4X5(C1)(I) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W4 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 18.50TC: From 28 plf at 18.50 to 28 plf at 29.94 TC: From 56 plf at 29.94 to 56 plf at 38.00BC: From 5 plf at 0.00 to 5 plf at 29.94BC: From 10 plf at 29.94 to 10 plf at 37.00BC: From 5 plf at 37.00 to 5 plf at 38.00PLB: From 20 plf at 11.55 to 20 plf at 15.06 PLB: From 20 plf at 21.94 to 20 plf at 25.45BC: 902 lb Conc. Load at 1.73, 3.73, 5.73, 7.739.73,11.73,13.73,15.73,17.73BC: 1042 lb Conc. Load at 18.50BC: 1031 lb Conc. Load at 19.94 BC: 1004 lb Conc. Load at 21.94BC: 1007 lb Conc. Load at 23.94BC: 960 lb Conc. Load at 25.94BC: 787 lb Conc. Load at 27.94BC: 2150 lb Conc. Load at 29.94 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 18.50TC 24 18.50 38.00BC 120 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 9728 /-/-/-/2936 /- G 8542 /-/-/-/3164 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =3.5 (Support) G Brg Wid = 5.5 Min Req =3.1 (Support)Bearings A & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1701 -5440 B - C 1660 -5378 C - D 1268 -3747 D - E 1258 -3732 Chords Tens.Comp. E - F 1938 -5335 F - G 1977 -5395 G - H 10 -6 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 4756 -1476 K - J 4081 -1304 Chords Tens.Comp. J - I 4056 -1435 I - G 4702 -1715 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - K 75 -149 K - C 1754 -393 C - J 316 -1243 D - J 3484 -1144 Webs Tens.Comp. J - E 515 -1205 E - I 1757 -738 I - F 54 -86 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.266 J 999 440 VERT(CL):0.423 J 999 440 HORZ(LL):0.080 B - - HORZ(TL):0.127 B - - Creep Factor: 2.0 Max TC CSI:0.725 Max BC CSI:0.716 Max Web CSI:0.786 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T13 Ply: 3 Qty:1 Wgt: 688.8 lbs DRW: .../...08/23/2022 T2 T2 W4 37' 7'9"2 7'9"2 12'6"13 4'9"10 18'6" 5'11"3 24'5"3 5'11"3 29'2"14 4'9"10 37' 7'9"2 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1' 4"810'6"1011'0"1121'3" A B C D E F G H IJK 6.6 12 3X4(C1)(I) 4X5(C1)(I) 3X4 H1010(**)(I) 5X7(**) 5X7(**) H1010(**)(I) 5X7(**) H1010(**)(I) 3X4 3X4(C1)(I) 4X5(C1)(I) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.00 18.50TC 24 18.50 38.00BC 92 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1421 /-/-/624 /410 /315 H 1421 /-/-/624 /410 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.7 (Truss) H Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings B & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 29 0 B - C 813 -2353 C - D 837 -2161 D - E 665 -1561 Chords Tens.Comp. E - F 665 -1561 F - G 836 -2161 G - H 812 -2353 H - I 29 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1972 -581 L - K 1678 -409 Chords Tens.Comp. K - J 1678 -410 J - H 1972 -584 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - L 245 -296 L - D 472 -175 D - K 317 -590 E - K 1069 -423 Webs Tens.Comp. K - F 316 -590 F - J 472 -175 J - G 245 -296 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.162 K 999 440 VERT(CL):0.250 K 999 440 HORZ(LL):0.070 H - - HORZ(TL):0.108 H - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.987 Max Web CSI:0.854 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T14 Ply: 1 Qty:7 Wgt: 201.6 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 18'6" 6'0"3 24'6"3 6'0"3 29'3"1 4'8"15 37' 7'8"14 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1'1' 4"810'6"1011'0"11(a)(a) 21'3"A B C D E F G H I JKL 6.6 12 4X5(**) 5X5(**) 5X5(**) 3X4 5X5(**) 6X8(**) 3X4 5X5(**) 5X5(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.00 18.50TC 24 18.50 38.00BC 92 0.15 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1421 /-/-/624 /410 /315 H 1421 /-/-/624 /410 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.7 (Truss) H Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings B & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 29 0 B - C 813 -2353 C - D 837 -2161 D - E 665 -1561 Chords Tens.Comp. E - F 665 -1561 F - G 836 -2161 G - H 812 -2353 H - I 29 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 1972 -581 L - K 1678 -409 Chords Tens.Comp. K - J 1678 -410 J - H 1972 -584 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - L 245 -296 L - D 472 -175 D - K 317 -590 E - K 1069 -423 Webs Tens.Comp. K - F 316 -590 F - J 472 -175 J - G 245 -296 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.162 K 999 440 VERT(CL):0.250 K 999 440 HORZ(LL):0.070 H - - HORZ(TL):0.108 H - - Creep Factor: 2.0 Max TC CSI:0.767 Max BC CSI:0.987 Max Web CSI:0.854 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T14 Ply: 1 Qty:7 Wgt: 201.6 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 18'6" 6'0"3 24'6"3 6'0"3 29'3"1 4'8"15 37' 7'8"14 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1'1' 4"810'6"1011'0"11(a)(a) 21'3"A B C D E F G H I JKL 6.6 12 4X5(**) 5X5(**) 5X5(**) 3X4 5X5(**) 6X8(**) 3X4 5X5(**) 5X5(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.00 18.50TC 24 18.50 37.00BC 112 0.15 36.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1422 /-/-/624 /251 /303 H 1358 /-/-/571 /239 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.7 (Truss) H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 29 0 B - C 815 -2357 C - D 839 -2165 D - E 668 -1564 Chords Tens.Comp. E - F 668 -1564 F - G 844 -2175 G - H 820 -2367 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1975 -609 K - J 1682 -435 Chords Tens.Comp. J - I 1685 -437 I - H 1987 -615 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 245 -296 K - D 472 -175 D - J 316 -590 E - J 1072 -425 Webs Tens.Comp. J - F 319 -595 F - I 484 -181 I - G 249 -304 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.161 J 999 440 VERT(CL):0.249 J 999 440 HORZ(LL):0.070 H - - HORZ(TL):0.108 H - - Creep Factor: 2.0 Max TC CSI:0.908 Max BC CSI:0.976 Max Web CSI:0.858 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T16 Ply: 1 Qty:4 Wgt: 201.6 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 18'6" 6'0"3 24'6"3 6'0"3 29'3"2 4'8"15 37' 7'8"14 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1' 4"810'6"1011'0"11(a)(a) 21'3"A B C D E F G H IJK 6.6 12 4X5(**) 5X5(**) 5X5(**) 3X4 5X5(**) 5X7(**) 3X4 5X7(**) 5X5(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.00 18.50TC 24 18.50 37.00BC 112 0.15 36.88Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1422 /-/-/624 /251 /303 H 1358 /-/-/571 /239 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.7 (Truss) H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 29 0 B - C 815 -2357 C - D 839 -2165 D - E 668 -1564 Chords Tens.Comp. E - F 668 -1564 F - G 844 -2175 G - H 820 -2367 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1975 -609 K - J 1682 -435 Chords Tens.Comp. J - I 1685 -437 I - H 1987 -615 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 245 -296 K - D 472 -175 D - J 316 -590 E - J 1072 -425 Webs Tens.Comp. J - F 319 -595 F - I 484 -181 I - G 249 -304 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.161 J 999 440 VERT(CL):0.249 J 999 440 HORZ(LL):0.070 H - - HORZ(TL):0.108 H - - Creep Factor: 2.0 Max TC CSI:0.908 Max BC CSI:0.976 Max Web CSI:0.858 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T16 Ply: 1 Qty:4 Wgt: 201.6 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 18'6" 6'0"3 24'6"3 6'0"3 29'3"2 4'8"15 37' 7'8"14 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1' 4"810'6"1011'0"11(a)(a) 21'3"A B C D E F G H IJK 6.6 12 4X5(**) 5X5(**) 5X5(**) 3X4 5X5(**) 5X7(**) 3X4 5X7(**) 5X5(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.50TC 24 18.50 38.00BC 91 0.13 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=0' uses the followingsupport conditions: 0'Bearing A (0', 21'3") HTU26Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1358 /-/-/571 /389 /303 G 1422 /-/-/624 /410 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- G Brg Wid = 5.5 Min Req =1.7 (Truss)Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 820 -2367 B - C 844 -2175 C - D 668 -1564 D - E 668 -1564 Chords Tens.Comp. E - F 839 -2165 F - G 815 -2357 G - H 29 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1987 -592 K - J 1685 -415 Chords Tens.Comp. J - I 1682 -413 I - G 1975 -587 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - K 249 -304 K - C 484 -181 C - J 319 -595 D - J 1072 -425 Webs Tens.Comp. J - E 316 -590 E - I 472 -175 I - F 245 -296 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.161 J 999 440 VERT(CL):0.249 J 999 440 HORZ(LL):0.070 G - - HORZ(TL):0.108 G - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.973 Max Web CSI:0.858 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T17 Ply: 1 Qty:2 Wgt: 201.6 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 18'6" 6'0"3 24'6"3 6'0"3 29'3"1 4'8"15 37' 7'8"14 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1' 4"810'6"1011'0"11(a)(a) 21'3" A B C D E F G H IJK 6.6 12 4X5(**) 5X5(**) 5X7(**) 3X4 5X5(**) 5X7(**) 3X4 5X5(**) 5X5(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 18.50TC 24 18.50 38.00BC 91 0.13 36.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=0' uses the followingsupport conditions: 0'Bearing A (0', 21'3") HTU26Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-6-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1358 /-/-/571 /389 /303 G 1422 /-/-/624 /410 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- G Brg Wid = 5.5 Min Req =1.7 (Truss)Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 820 -2367 B - C 844 -2175 C - D 668 -1564 D - E 668 -1564 Chords Tens.Comp. E - F 839 -2165 F - G 815 -2357 G - H 29 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - K 1987 -592 K - J 1685 -415 Chords Tens.Comp. J - I 1682 -413 I - G 1975 -587 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - K 249 -304 K - C 484 -181 C - J 319 -595 D - J 1072 -425 Webs Tens.Comp. J - E 316 -590 E - I 472 -175 I - F 245 -296 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.44 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.161 J 999 440 VERT(CL):0.249 J 999 440 HORZ(LL):0.070 G - - HORZ(TL):0.108 G - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.973 Max Web CSI:0.858 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T17 Ply: 1 Qty:2 Wgt: 201.6 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 18'6" 6'0"3 24'6"3 6'0"3 29'3"1 4'8"15 37' 7'8"14 10' 10' 18'6" 8'6" 27' 8'6" 37' 10'1' 4"810'6"1011'0"11(a)(a) 21'3" A B C D E F G H IJK 6.6 12 4X5(**) 5X5(**) 5X7(**) 3X4 5X5(**) 5X7(**) 3X4 5X5(**) 5X5(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.18TC 24 17.18 19.82TC 24 19.82 37.00BC 75 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is9-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1380 /-/-/575 /560 /263 H 1380 /-/-/575 /560 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- H Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 967 -2408 B - C 992 -2215 C - D 814 -1685 D - E 761 -1417 Chords Tens.Comp. E - F 814 -1684 F - G 992 -2215 G - H 967 -2408 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 2023 -734 L - K 1721 -524 K - J 1417 -333 Chords Tens.Comp. J - I 1721 -524 I - H 2023 -734 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - L 289 -310 L - C 497 -221 C - K 344 -586 D - K 580 -255 Webs Tens.Comp. E - J 577 -255 J - F 344 -585 F - I 496 -221 I - G 289 -311 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.35 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 K 999 440 VERT(CL):0.281 K 999 440 HORZ(LL):0.071 H - - HORZ(TL):0.109 H - - Creep Factor: 2.0 Max TC CSI:0.925 Max BC CSI:0.983 Max Web CSI:0.448 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T18 Ply: 1 Qty:1 Wgt: 211.4 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 17'2"3 4'8"6 19'9"13 2'7"10 24'6"3 4'8"6 29'3"1 4'8"15 37' 7'8"14 10' 10' 17'2"3 7'2"3 19'9"13 2'7"10 27' 7'2"3 37' 10' 4"89'9"14(a)(a) 21'3" A B C D E F G H IJKL 6.6 12 4X5(**) 5X5(**) 5X5(**) 3X4 5X5(**) 3X4 5X5(**) 5X5(**) 3X4 5X5(**) 5X5(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.18TC 24 17.18 19.82TC 24 19.82 37.00BC 75 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is9-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1380 /-/-/575 /560 /263 H 1380 /-/-/575 /560 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- H Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 967 -2408 B - C 992 -2215 C - D 814 -1685 D - E 761 -1417 Chords Tens.Comp. E - F 814 -1684 F - G 992 -2215 G - H 967 -2408 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 2023 -734 L - K 1721 -524 K - J 1417 -333 Chords Tens.Comp. J - I 1721 -524 I - H 2023 -734 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - L 289 -310 L - C 497 -221 C - K 344 -586 D - K 580 -255 Webs Tens.Comp. E - J 577 -255 J - F 344 -585 F - I 496 -221 I - G 289 -311 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.35 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.158 K 999 440 VERT(CL):0.281 K 999 440 HORZ(LL):0.071 H - - HORZ(TL):0.109 H - - Creep Factor: 2.0 Max TC CSI:0.925 Max BC CSI:0.983 Max Web CSI:0.448 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T18 Ply: 1 Qty:1 Wgt: 211.4 lbs DRW: .../...08/23/2022 37' 7'8"14 7'8"14 12'5"13 4'8"15 17'2"3 4'8"6 19'9"13 2'7"10 24'6"3 4'8"6 29'3"1 4'8"15 37' 7'8"14 10' 10' 17'2"3 7'2"3 19'9"13 2'7"10 27' 7'2"3 37' 10' 4"89'9"14(a)(a) 21'3" A B C D E F G H IJKL 6.6 12 4X5(**) 5X5(**) 5X5(**) 3X4 5X5(**) 3X4 5X5(**) 5X5(**) 3X4 5X5(**) 5X5(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.15TC 24 14.15 22.85TC 24 22.85 37.00BC 77 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is8-1-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1390 /-/-/577 /546 /216 F 1390 /-/-/577 /546 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- F Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1069 -2451 B - C 1076 -2234 C - D 919 -1722 Chords Tens.Comp. D - E 1076 -2234 E - F 1069 -2451 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 2068 -839 I - H 1644 -614 Chords Tens.Comp. H - G 1644 -614 G - F 2068 -839 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 307 -346 I - C 521 -227 C - H 336 -95 Webs Tens.Comp. H - D 336 -95 D - G 521 -227 G - E 307 -346 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.52 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.161 H 999 440 VERT(CL):0.246 H 999 440 HORZ(LL):0.072 F - - HORZ(TL):0.110 F - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.987 Max Web CSI:0.346 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T19 Ply: 1 Qty:1 Wgt: 190.4 lbs DRW: .../...08/23/2022 T3 37' 7'3"6 7'3"6 14'1"13 6'10"7 22'10"3 8'8"6 29'8"10 6'10"7 37' 7'3"6 10' 10' 18'6" 8'6" 27' 8'6" 37' 10' 4"88'1"14(a)(a) 21'3" A B C D E F GHI 6.6 12 4X5(**) 5X5(**) 5X7(**) 5X7(**) 5X7(**) 5X7(**) 5X7(**) 5X5(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.15TC 24 14.15 22.85TC 24 22.85 37.00BC 77 0.13 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is8-1-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1390 /-/-/577 /546 /216 F 1390 /-/-/577 /546 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- F Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1069 -2451 B - C 1076 -2234 C - D 919 -1722 Chords Tens.Comp. D - E 1076 -2234 E - F 1069 -2451 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - I 2068 -839 I - H 1644 -614 Chords Tens.Comp. H - G 1644 -614 G - F 2068 -839 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 307 -346 I - C 521 -227 C - H 336 -95 Webs Tens.Comp. H - D 336 -95 D - G 521 -227 G - E 307 -346 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.52 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.161 H 999 440 VERT(CL):0.246 H 999 440 HORZ(LL):0.072 F - - HORZ(TL):0.110 F - - Creep Factor: 2.0 Max TC CSI:0.793 Max BC CSI:0.987 Max Web CSI:0.346 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T19 Ply: 1 Qty:1 Wgt: 190.4 lbs DRW: .../...08/23/2022 T3 37' 7'3"6 7'3"6 14'1"13 6'10"7 22'10"3 8'8"6 29'8"10 6'10"7 37' 7'3"6 10' 10' 18'6" 8'6" 27' 8'6" 37' 10' 4"88'1"14(a)(a) 21'3" A B C D E F GHI 6.6 12 4X5(**) 5X5(**) 5X7(**) 5X7(**) 5X7(**) 5X7(**) 5X7(**) 5X5(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 25.88TC 24 25.88 37.00BC 79 0.00 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is 6-5-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 1450 /-/-/495 /567 /268 F 1364 /-/-/599 /513 /- Wind reactions based on MWFRS J Brg Wid = -Min Req =- F Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1064 -1578 B - C 1064 -1578 C - D 1419 -2174 Chords Tens.Comp. D - E 1235 -2137 E - F 1296 -2411 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 268 -85 I - H 2175 -1203 Chords Tens.Comp. H - G 1822 -914 G - F 2042 -1047 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 970 -1326 A - I 1940 -1308 I - C 456 -743 B - I 557 -551 Webs Tens.Comp. C - H 273 -110 H - D 547 -386 D - G 371 -72 G - E 240 -266 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.68 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.176 H 999 442 VERT(CL):0.267 H 999 442 HORZ(LL):0.061 F - - HORZ(TL):0.092 F - - Creep Factor: 2.0 Max TC CSI:0.875 Max BC CSI:0.973 Max Web CSI:0.994 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T20 Ply: 1 Qty:1 Wgt: 212.8 lbs DRW: .../...08/23/2022 T1 T3 37' 8'8"2 8'8"2 17'0"11 8'4"10 25'10"9 8'9"14 30'11"1 5'0"9 37' 6'0"15 8'8"2 8'8"2 17'4"3 8'8"2 25'10"9 8'6"6 37' 11'1"76'5"144"8 (a)(a) 21'3" A B C D E F GHIJ 6.6125X5 3X8(**) 6X6(**) 6X8(**) 5X5(**) 5X7(**) 5X7(**) 5X7(**) 3X4 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 25.88TC 24 25.88 37.00BC 79 0.00 36.87Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is 6-5-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 1450 /-/-/495 /567 /268 F 1364 /-/-/599 /513 /- Wind reactions based on MWFRS J Brg Wid = -Min Req =- F Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1064 -1578 B - C 1064 -1578 C - D 1419 -2174 Chords Tens.Comp. D - E 1235 -2137 E - F 1296 -2411 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 268 -85 I - H 2175 -1203 Chords Tens.Comp. H - G 1822 -914 G - F 2042 -1047 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 970 -1326 A - I 1940 -1308 I - C 456 -743 B - I 557 -551 Webs Tens.Comp. C - H 273 -110 H - D 547 -386 D - G 371 -72 G - E 240 -266 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.68 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.176 H 999 442 VERT(CL):0.267 H 999 442 HORZ(LL):0.061 F - - HORZ(TL):0.092 F - - Creep Factor: 2.0 Max TC CSI:0.875 Max BC CSI:0.973 Max Web CSI:0.994 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T20 Ply: 1 Qty:1 Wgt: 212.8 lbs DRW: .../...08/23/2022 T1 T3 37' 8'8"2 8'8"2 17'0"11 8'4"10 25'10"9 8'9"14 30'11"1 5'0"9 37' 6'0"15 8'8"2 8'8"2 17'4"3 8'8"2 25'10"9 8'6"6 37' 11'1"76'5"144"8 (a)(a) 21'3" A B C D E F GHIJ 6.6125X5 3X8(**) 6X6(**) 6X8(**) 5X5(**) 5X7(**) 5X7(**) 5X7(**) 3X4 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 37.00BC: From 5 plf at 0.00 to 5 plf at 37.00TC: 128 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 9.06,11.06,13.06,23.06,25.06,27.06,29.06,31.0633.06,35.06TC: 99 lb Conc. Load at 15.06,17.06,19.06,21.06BC: 68 lb Conc. Load at 1.06, 3.06, 5.06, 7.069.06,11.06,13.06,23.06,25.06,27.06,29.06,31.06 33.06,35.06BC: 49 lb Conc. Load at 15.06,17.06,19.06,21.06 Plating Notes (**) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 37.00 BC 84 0.00 37.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations. Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. (J) Hanger Support Required, by othersBearing H (36'9", 21'3") HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(20) 0.148"x3" nails into supportedmember. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is4-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 2299 /-/-/-/1701 /- H 2221 /-/-/-/1635 /- Wind reactions based on MWFRS N Brg Wid = -Min Req =- H Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 984 -1335 B - C 1514 -2066 C - D 1691 -2312 Chords Tens.Comp. D - E 1691 -2312 E - F 1520 -2072 F - G 983 -1333 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 0 0 M - L 1390 -1031 L - K 2093 -1539 Chords Tens.Comp. K - J 2099 -1545 J - I 1389 -1030 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 851 -1103 A - M 1661 -1224 M - B 738 -857 B - L 857 -613 L - C 376 -417 C - K 275 -192 D - K 209 -234 Webs Tens.Comp. K - E 268 -184 E - J 384 -418 J - F 866 -621 F - I 737 -858 I - G 1660 -1223 G - H 819 -1077 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.07 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.226 D 999 443 VERT(CL):0.329 D 999 443 HORZ(LL):-0.063 A - - HORZ(TL):0.093 A - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.971 Max Web CSI:0.633 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T21 Ply: 2 Qty:1 Wgt: 467.6 lbs DRW: .../...08/23/2022 37' 6'4"15 6'4"15 12'6"5 6'1"7 18'6" 5'11"11 24'5"11 5'11"11 30'7"1 6'1"7 37' 6'4"15 6'1"7 6'1"7 12'2"13 6'1"7 18'6" 6'3"3 24'9"3 6'3"3 30'10"9 6'1"7 37' 6'1"74'9"1421'3" A B C D E F G HIJKLMN 5X5 3X8(**)5X7(**) 3X4 3X4 5X5(**)3X4 5X7(**) 5X5(**) 3X4 3X4 5X7(**) 5X5 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 37.00BC: From 5 plf at 0.00 to 5 plf at 37.00TC: 128 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 9.06,11.06,13.06,23.06,25.06,27.06,29.06,31.0633.06,35.06TC: 99 lb Conc. Load at 15.06,17.06,19.06,21.06BC: 68 lb Conc. Load at 1.06, 3.06, 5.06, 7.069.06,11.06,13.06,23.06,25.06,27.06,29.06,31.06 33.06,35.06BC: 49 lb Conc. Load at 15.06,17.06,19.06,21.06 Plating Notes (**) 7 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 37.00 BC 84 0.00 37.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Hangers / Ties Simpson Construction Hardware is specified based onthe most current information provided by SimpsonStrong-Tie. Please refer to the most recent SimpsonStrong-Tie catalog for additional information. Recommended hanger connections are based onmanufacturer tested capacities and calculations. Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. (J) Hanger Support Required, by othersBearing H (36'9", 21'3") HTU26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(20) 0.148"x3" nails into supportedmember. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is4-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 2299 /-/-/-/1701 /- H 2221 /-/-/-/1635 /- Wind reactions based on MWFRS N Brg Wid = -Min Req =- H Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 984 -1335 B - C 1514 -2066 C - D 1691 -2312 Chords Tens.Comp. D - E 1691 -2312 E - F 1520 -2072 F - G 983 -1333 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 0 0 M - L 1390 -1031 L - K 2093 -1539 Chords Tens.Comp. K - J 2099 -1545 J - I 1389 -1030 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 851 -1103 A - M 1661 -1224 M - B 738 -857 B - L 857 -613 L - C 376 -417 C - K 275 -192 D - K 209 -234 Webs Tens.Comp. K - E 268 -184 E - J 384 -418 J - F 866 -621 F - I 737 -858 I - G 1660 -1223 G - H 819 -1077 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.07 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.70 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.226 D 999 443 VERT(CL):0.329 D 999 443 HORZ(LL):-0.063 A - - HORZ(TL):0.093 A - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.971 Max Web CSI:0.633 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T21 Ply: 2 Qty:1 Wgt: 467.6 lbs DRW: .../...08/23/2022 37' 6'4"15 6'4"15 12'6"5 6'1"7 18'6" 5'11"11 24'5"11 5'11"11 30'7"1 6'1"7 37' 6'4"15 6'1"7 6'1"7 12'2"13 6'1"7 18'6" 6'3"3 24'9"3 6'3"3 30'10"9 6'1"7 37' 6'1"74'9"1421'3" A B C D E F G HIJKLMN 5X5 3X8(**)5X7(**) 3X4 3X4 5X5(**)3X4 5X7(**) 5X5(**) 3X4 3X4 5X7(**) 5X5 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50 BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is7-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 782 /-/-/324 /288 /262 D 782 /-/-/324 /288 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 401 -808 Chords Tens.Comp. C - D 401 -808 D - E 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 511 -86 Chords Tens.Comp. F - D 511 -86 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 0 0 C - F 336 0 Webs Tens.Comp. H - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.93 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 F 999 240 VERT(CL):0.021 F 999 192 HORZ(LL):0.009 C - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.765 Max BC CSI:0.538 Max Web CSI:0.128 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T22 Ply: 1 Qty:1 Wgt: 84.0 lbs DRW: .../...08/23/2022 16'6" 8'3" 8'3" 16'6" 8'3" 8'3" 8'3" 16'6" 8'3"1'1' 7"147'6"68'1"121'3"A B C D E F G H 10 12 6X6(**) 5X5(**) 5X5(**) 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50 BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wideclearance. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is7-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 782 /-/-/324 /288 /262 D 782 /-/-/324 /288 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 36 0 B - C 401 -808 Chords Tens.Comp. C - D 401 -808 D - E 36 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 511 -86 Chords Tens.Comp. F - D 511 -86 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 0 0 C - F 336 0 Webs Tens.Comp. H - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.93 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 F 999 240 VERT(CL):0.021 F 999 192 HORZ(LL):0.009 C - - HORZ(TL):0.013 D - - Creep Factor: 2.0 Max TC CSI:0.765 Max BC CSI:0.538 Max Web CSI:0.128 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T22 Ply: 1 Qty:1 Wgt: 84.0 lbs DRW: .../...08/23/2022 16'6" 8'3" 8'3" 16'6" 8'3" 8'3" 8'3" 16'6" 8'3"1'1' 7"147'6"68'1"121'3"A B C D E F G H 10 12 6X6(**) 5X5(**) 5X5(**) 6X6(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 5.12 TC: From 29 plf at 5.12 to 29 plf at 8.25TC: From 58 plf at 8.25 to 58 plf at 16.50BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 16.50 PLB: From 20 plf at 7.13 to 20 plf at 9.37BC: 2299 lb Conc. Load at 5.12BC: 1450 lb Conc. Load at 7.06BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06 BC: 1358 lb Conc. Load at 13.06,15.06 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is7-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4454 /-/-/-/2320 /- F 5867 /-/-/-/2371 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =2.3 (Support) F Brg Wid = 5.5 Min Req =3.1 (Support)Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -12 B - C 1559 -3034 C - D 1515 -2961 Chords Tens.Comp. D - E 1359 -3114 E - F 1396 -3175 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 2272 -1164 H - G 1612 -762 Chords Tens.Comp. G - F 2406 -1048 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 22 -17 H - D 1847 -1114 Webs Tens.Comp. D - G 2147 -752 G - E 43 -51 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.93 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.079 G 999 240 VERT(CL):0.126 G 999 192 HORZ(LL):0.030 C - - HORZ(TL):0.047 C - - Creep Factor: 2.0 Max TC CSI:0.538 Max BC CSI:0.430 Max Web CSI:0.818 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T23 Ply: 2 Qty:1 Wgt: 226.8 lbs DRW: .../...08/23/2022 16'6" 4'2"13 4'2"13 8'3" 4'0"3 12'3"3 4'0"3 16'6" 4'2"13 5'6"14 5'6"14 10'11"2 5'4"4 16'6" 5'6"141' 7"147'6"68'1"121'3"A B C D E F GH I J 10 12 5X5(B2)(I) 3X4 4X8(R) 4X8(**) 8X12(**) 3X4 5X5(B2)(I) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 5.12 TC: From 29 plf at 5.12 to 29 plf at 8.25TC: From 58 plf at 8.25 to 58 plf at 16.50BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 16.50 PLB: From 20 plf at 7.13 to 20 plf at 9.37BC: 2299 lb Conc. Load at 5.12BC: 1450 lb Conc. Load at 7.06BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06 BC: 1358 lb Conc. Load at 13.06,15.06 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 120 0.00 16.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottomchord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is7-6-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 4454 /-/-/-/2320 /- F 5867 /-/-/-/2371 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =2.3 (Support) F Brg Wid = 5.5 Min Req =3.1 (Support)Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -12 B - C 1559 -3034 C - D 1515 -2961 Chords Tens.Comp. D - E 1359 -3114 E - F 1396 -3175 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 2272 -1164 H - G 1612 -762 Chords Tens.Comp. G - F 2406 -1048 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 22 -17 H - D 1847 -1114 Webs Tens.Comp. D - G 2147 -752 G - E 43 -51 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.93 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.079 G 999 240 VERT(CL):0.126 G 999 192 HORZ(LL):0.030 C - - HORZ(TL):0.047 C - - Creep Factor: 2.0 Max TC CSI:0.538 Max BC CSI:0.430 Max Web CSI:0.818 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T23 Ply: 2 Qty:1 Wgt: 226.8 lbs DRW: .../...08/23/2022 16'6" 4'2"13 4'2"13 8'3" 4'0"3 12'3"3 4'0"3 16'6" 4'2"13 5'6"14 5'6"14 10'11"2 5'4"4 16'6" 5'6"141' 7"147'6"68'1"121'3"A B C D E F GH I J 10 12 5X5(B2)(I) 3X4 4X8(R) 4X8(**) 8X12(**) 3X4 5X5(B2)(I) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.00 BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 13.00BC: 2221 lb Conc. Load at 5.12BC: 1364 lb Conc. Load at 7.06 BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50 TC 24 6.50 13.00BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3072 /-/-/-/1715 /- F 4193 /-/-/-/2002 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.6 (Support) F Brg Wid = 5.5 Min Req =2.2 (Support)Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -11 B - C 1122 -2002 C - D 1081 -1931 Chords Tens.Comp. D - E 1057 -2104 E - F 1091 -2166 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1489 -832 H - G 1277 -674 Chords Tens.Comp. G - F 1632 -816 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 30 -38 H - D 973 -728 Webs Tens.Comp. D - G 1585 -625 G - E 43 -53 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 G 999 240 VERT(CL):0.066 G 999 180 HORZ(LL):-0.012 E - - HORZ(TL):0.019 E - - Creep Factor: 2.0 Max TC CSI:0.370 Max BC CSI:0.394 Max Web CSI:0.604 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T24 Ply: 2 Qty:1 Wgt: 193.2 lbs DRW: .../...08/23/2022 13' 5'1"8 5'1"8 6'6" 1'4"8 7'10"8 1'4"8 13' 5'1"8 5'3"4 5'3"4 7'8"12 2'5"8 13' 5'3"41' 7"146'0"146'7"921'3"A B C D E F GH I J 10 12 5X5(B2) 3X4 4X5 5X5(**) 5X7 3X4 5X5(B2) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 2.000' Rt Slider: 2x4 SP #3; block length = 2.000' Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 58 plf at -1.00 to 58 plf at 13.00 BC: From 5 plf at -1.00 to 5 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 5.12BC: From 5 plf at 5.12 to 5 plf at 13.00BC: 2221 lb Conc. Load at 5.12BC: 1364 lb Conc. Load at 7.06 BC: 1390 lb Conc. Load at 9.06BC: 1380 lb Conc. Load at 11.06 Plating Notes (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 6.50 TC 24 6.50 13.00BC 120 0.00 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is6-0-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 3072 /-/-/-/1715 /- F 4193 /-/-/-/2002 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.6 (Support) F Brg Wid = 5.5 Min Req =2.2 (Support)Bearings B & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 -11 B - C 1122 -2002 C - D 1081 -1931 Chords Tens.Comp. D - E 1057 -2104 E - F 1091 -2166 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 1489 -832 H - G 1277 -674 Chords Tens.Comp. G - F 1632 -816 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 0 0 C - H 30 -38 H - D 973 -728 Webs Tens.Comp. D - G 1585 -625 G - E 43 -53 J - F 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.20 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 G 999 240 VERT(CL):0.066 G 999 180 HORZ(LL):-0.012 E - - HORZ(TL):0.019 E - - Creep Factor: 2.0 Max TC CSI:0.370 Max BC CSI:0.394 Max Web CSI:0.604 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T24 Ply: 2 Qty:1 Wgt: 193.2 lbs DRW: .../...08/23/2022 13' 5'1"8 5'1"8 6'6" 1'4"8 7'10"8 1'4"8 13' 5'1"8 5'3"4 5'3"4 7'8"12 2'5"8 13' 5'3"41' 7"146'0"146'7"921'3"A B C D E F GH I J 10 12 5X5(B2) 3X4 4X5 5X5(**) 5X7 3X4 5X5(B2) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50BC 99 0.15 8.25BC 99 8.25 16.35 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-5-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 597 /-/-/261 /188 /78 D 597 /-/-/261 /188 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings G & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 21 0 B - C 1201 -1733 Chords Tens.Comp. C - D 1210 -1733 D - E 21 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1604 -1024 Chords Tens.Comp. F - D 1604 -1024 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 744 -396 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.136 F 999 240 VERT(CL):0.219 F 887 194 HORZ(LL):0.079 D - - HORZ(TL):0.127 D - - Creep Factor: 2.0 Max TC CSI:0.802 Max BC CSI:0.715 Max Web CSI:0.283 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T25 Ply: 1 Qty:1 Wgt: 58.8 lbs DRW: .../...08/23/2022 16'6" 8'3" 8'3" 16'6" 8'3" 5"8 5"8 8'3" 7'9"8 16'0"8 7'9"8 16'6" 5"8 1'1' 4"41'7"83'5"63'9"610'1"2A B C D E F G 4.5 12 2.5 12 3X4(A1) 4X5 5X5(**)3X4(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 17.50BC 99 0.15 8.25BC 99 8.25 16.35 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-5-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 597 /-/-/261 /188 /78 D 597 /-/-/261 /188 /- Wind reactions based on MWFRS G Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings G & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 21 0 B - C 1201 -1733 Chords Tens.Comp. C - D 1210 -1733 D - E 21 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1604 -1024 Chords Tens.Comp. F - D 1604 -1024 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 744 -396 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.136 F 999 240 VERT(CL):0.219 F 887 194 HORZ(LL):0.079 D - - HORZ(TL):0.127 D - - Creep Factor: 2.0 Max TC CSI:0.802 Max BC CSI:0.715 Max Web CSI:0.283 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T25 Ply: 1 Qty:1 Wgt: 58.8 lbs DRW: .../...08/23/2022 16'6" 8'3" 8'3" 16'6" 8'3" 5"8 5"8 8'3" 7'9"8 16'0"8 7'9"8 16'6" 5"8 1'1' 4"41'7"83'5"63'9"610'1"2A B C D E F G 4.5 12 2.5 12 3X4(A1) 4X5 5X5(**)3X4(A1) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 99 0.15 8.25BC 99 8.25 16.35 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-5-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 599 /-/-/261 /189 /71 D 535 /-/-/218 /168 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings F & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 21 0 B - C 1248 -1752 Chords Tens.Comp. C - D 1259 -1751 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 1621 -1102 Chords Tens.Comp. E - D 1622 -1102 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 754 -430 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.135 E 999 240 VERT(CL):0.219 E 888 194 HORZ(LL):0.078 D - - HORZ(TL):0.127 D - - Creep Factor: 2.0 Max TC CSI:0.825 Max BC CSI:0.804 Max Web CSI:0.287 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T26 Ply: 1 Qty:6 Wgt: 58.8 lbs DRW: .../...08/23/2022 16'6" 8'3" 8'3" 16'6" 8'3" 5"8 5"8 8'3" 7'9"8 16'0"8 7'9"8 16'6" 5"8 1' 4"41'7"83'5"63'9"610'1"2A B C D E F 4.5 12 2.5 12 3X4(A1) 4X5 5X5(**) 3X4(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 8.25TC 24 8.25 16.50BC 99 0.15 8.25BC 99 8.25 16.35 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-5-6. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 599 /-/-/261 /189 /71 D 535 /-/-/218 /168 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings F & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 21 0 B - C 1248 -1752 Chords Tens.Comp. C - D 1259 -1751 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 1621 -1102 Chords Tens.Comp. E - D 1622 -1102 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 754 -430 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.135 E 999 240 VERT(CL):0.219 E 888 194 HORZ(LL):0.078 D - - HORZ(TL):0.127 D - - Creep Factor: 2.0 Max TC CSI:0.825 Max BC CSI:0.804 Max Web CSI:0.287 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T26 Ply: 1 Qty:6 Wgt: 58.8 lbs DRW: .../...08/23/2022 16'6" 8'3" 8'3" 16'6" 8'3" 5"8 5"8 8'3" 7'9"8 16'0"8 7'9"8 16'6" 5"8 1' 4"41'7"83'5"63'9"610'1"2A B C D E F 4.5 12 2.5 12 3X4(A1) 4X5 5X5(**) 3X4(A1) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 13.00BC 118 0.15 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-0-9. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 484 /-/-/202 /157 /102 E 410 /-/-/163 /143 /- Wind reactions based on MWFRS G Brg Wid = 3.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 0 B - C 931 -1051 Chords Tens.Comp. C - D 15 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1003 -1058 Chords Tens.Comp. F - E 996 -1060 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 217 0 C - E 1086 -1021 Webs Tens.Comp. D - E 168 -123 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.053 F 999 240 VERT(CL):0.085 F 999 180 HORZ(LL):0.013 E - - HORZ(TL):0.020 E - - Creep Factor: 2.0 Max TC CSI:0.434 Max BC CSI:0.972 Max Web CSI:0.687 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T27 Ply: 1 Qty:11 Wgt: 57.4 lbs DRW: .../...08/23/2022 13' 7'2"15 7'2"15 13' 5'9"1 7'1"3 7'1"3 13' 5'10"131' 4"1 3'0"93'2"910'1"2AB C D EFG 2.5 12 3X4(**) 3X4 3X4 3X4(**) 3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 13.00BC 118 0.15 13.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-0-9. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 484 /-/-/202 /157 /102 E 410 /-/-/163 /143 /- Wind reactions based on MWFRS G Brg Wid = 3.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 0 B - C 931 -1051 Chords Tens.Comp. C - D 15 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1003 -1058 Chords Tens.Comp. F - E 996 -1060 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 217 0 C - E 1086 -1021 Webs Tens.Comp. D - E 168 -123 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.053 F 999 240 VERT(CL):0.085 F 999 180 HORZ(LL):0.013 E - - HORZ(TL):0.020 E - - Creep Factor: 2.0 Max TC CSI:0.434 Max BC CSI:0.972 Max Web CSI:0.687 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T27 Ply: 1 Qty:11 Wgt: 57.4 lbs DRW: .../...08/23/2022 13' 7'2"15 7'2"15 13' 5'9"1 7'1"3 7'1"3 13' 5'10"131' 4"1 3'0"93'2"910'1"2AB C D EFG 2.5 12 3X4(**) 3X4 3X4 3X4(**) 3X8(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 15.33BC 107 0.15 15.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-6-7. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 559 /-/-/231 /176 /119 E 486 /-/-/192 /169 /- Wind reactions based on MWFRS G Brg Wid = 3.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 0 B - C 570 -1217 Chords Tens.Comp. C - D 17 -54 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1156 -665 Chords Tens.Comp. F - E 1149 -666 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 264 0 C - E 689 -1189 Webs Tens.Comp. D - E 118 -129 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.077 B 999 240 VERT(CL):0.122 B 999 182 HORZ(LL):0.018 B - - HORZ(TL):0.029 B - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.974 Max Web CSI:0.998 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T28 Ply: 1 Qty:11 Wgt: 65.8 lbs DRW: .../...08/23/2022 15'4" 8'9"6 8'9"6 15'4" 6'6"10 8'9"8 8'9"8 15'4" 6'6"81' 4"1 3'6"73'8"710'1"2AB C D EFG 2.5 12 3X4(**) 3X4 5X7(**) 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 15.33BC 107 0.15 15.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-6-7. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 559 /-/-/231 /176 /119 E 486 /-/-/192 /169 /- Wind reactions based on MWFRS G Brg Wid = 3.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 12 0 B - C 570 -1217 Chords Tens.Comp. C - D 17 -54 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1156 -665 Chords Tens.Comp. F - E 1149 -666 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 264 0 C - E 689 -1189 Webs Tens.Comp. D - E 118 -129 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.077 B 999 240 VERT(CL):0.122 B 999 182 HORZ(LL):0.018 B - - HORZ(TL):0.029 B - - Creep Factor: 2.0 Max TC CSI:0.691 Max BC CSI:0.974 Max Web CSI:0.998 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T28 Ply: 1 Qty:11 Wgt: 65.8 lbs DRW: .../...08/23/2022 15'4" 8'9"6 8'9"6 15'4" 6'6"10 8'9"8 8'9"8 15'4" 6'6"81' 4"1 3'6"73'8"710'1"2AB C D EFG 2.5 12 3X4(**) 3X4 5X7(**) 3X4(**) 4X5(R) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.81BC 92 0.15 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is2-11-7. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 322 /-/-/157 /54 /72 D 243 /-/-/113 /49 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 1.5 Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 0 Chords Tens.Comp. B - C 21 -102 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 38 -45 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 262 -180 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.019 B - - HORZ(TL):0.031 B - - Creep Factor: 2.0 Max TC CSI:0.771 Max BC CSI:0.522 Max Web CSI:0.372 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T29 Ply: 1 Qty:12 Wgt: 29.4 lbs DRW: .../...08/23/2022 7'9"12 7'9"121' 4"3 2'11"73'2"1510'1"2A B C D 4 12 3X4(**) 3X4(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.81BC 92 0.15 7.81Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is2-11-7. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 322 /-/-/157 /54 /72 D 243 /-/-/113 /49 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 1.5 Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 19 0 Chords Tens.Comp. B - C 21 -102 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 38 -45 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 262 -180 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.019 B - - HORZ(TL):0.031 B - - Creep Factor: 2.0 Max TC CSI:0.771 Max BC CSI:0.522 Max Web CSI:0.372 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T29 Ply: 1 Qty:12 Wgt: 29.4 lbs DRW: .../...08/23/2022 7'9"12 7'9"121' 4"3 2'11"73'2"1510'1"2A B C D 4 12 3X4(**) 3X4(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.46TC 24 7.46 15.92BC 120 0.15 14.77Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-5-9. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 546 /-/-/260 /169 /89 D 546 /-/-/260 /169 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 596 -763 Chords Tens.Comp. C - D 596 -763 D - E 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 644 -407 Chords Tens.Comp. F - D 644 -407 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 248 -2 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.018 F 999 240 VERT(CL):0.033 B 999 180 HORZ(LL):0.008 D - - HORZ(TL):0.018 B - - Creep Factor: 2.0 Max TC CSI:0.561 Max BC CSI:0.416 Max Web CSI:0.094 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T30 Ply: 1 Qty:4 Wgt: 54.6 lbs DRW: .../...08/23/2022 14'11" 7'5"8 7'5"8 14'11" 7'5"8 7'5"8 7'5"8 14'11" 7'5"81'1' 4"53'5"93'10"110'1"2A B C D E F 5 12 3X4(**) 4X4(**) 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.00 7.46TC 24 7.46 15.92BC 120 0.15 14.77Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is3-5-9. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 546 /-/-/260 /169 /89 D 546 /-/-/260 /169 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 23 0 B - C 596 -763 Chords Tens.Comp. C - D 596 -763 D - E 23 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 644 -407 Chords Tens.Comp. F - D 644 -407 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 248 -2 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.018 F 999 240 VERT(CL):0.033 B 999 180 HORZ(LL):0.008 D - - HORZ(TL):0.018 B - - Creep Factor: 2.0 Max TC CSI:0.561 Max BC CSI:0.416 Max Web CSI:0.094 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:T30 Ply: 1 Qty:4 Wgt: 54.6 lbs DRW: .../...08/23/2022 14'11" 7'5"8 7'5"8 14'11" 7'5"8 7'5"8 7'5"8 14'11" 7'5"81'1' 4"53'5"93'10"110'1"2A B C D E F 5 12 3X4(**) 4X4(**) 3X4 3X4(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 14.44BC 75 0.00 14.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 forvalley details. The overall height of this truss excluding overhang is7-11-12. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/38 /18 /18 Wind reactions based on MWFRS D Brg Wid = 173 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 118 -319 Chords Tens.Comp. B - C 56 -108 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - E 362 -99 Chords Tens.Comp. E - D 369 -102 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - E 430 -468 Webs Tens.Comp. C - D 115 -116 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.63 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.063 A 999 240 VERT(CL):0.103 A 999 180 HORZ(LL):0.019 A - - HORZ(TL):0.031 A - - Creep Factor: 2.0 Max TC CSI:0.835 Max BC CSI:0.477 Max Web CSI:0.188 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:V01 Ply: 1 Qty:1 Wgt: 63.0 lbs DRW: .../...08/23/2022 14'5"4 8'5"4 8'5"4 14'5"4 6' 8'5"4 8'5"4 14'5"4 6' 0"8 7'11"1223'5"10 A B C D E 6.6 12 3X4(**) 3X4 3X4 3X4(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 14.44BC 75 0.00 14.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 forvalley details. The overall height of this truss excluding overhang is7-11-12. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/38 /18 /18 Wind reactions based on MWFRS D Brg Wid = 173 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 118 -319 Chords Tens.Comp. B - C 56 -108 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - E 362 -99 Chords Tens.Comp. E - D 369 -102 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - E 430 -468 Webs Tens.Comp. C - D 115 -116 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.63 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.063 A 999 240 VERT(CL):0.103 A 999 180 HORZ(LL):0.019 A - - HORZ(TL):0.031 A - - Creep Factor: 2.0 Max TC CSI:0.835 Max BC CSI:0.477 Max Web CSI:0.188 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:V01 Ply: 1 Qty:1 Wgt: 63.0 lbs DRW: .../...08/23/2022 14'5"4 8'5"4 8'5"4 14'5"4 6' 8'5"4 8'5"4 14'5"4 6' 0"8 7'11"1223'5"10 A B C D E 6.6 12 3X4(**) 3X4 3X4 3X4(**) 3X4(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 11.41BC 75 0.00 11.41Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 forvalley details. The overall height of this truss excluding overhang is6-3-12. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/38 /17 /18 Wind reactions based on MWFRS D Brg Wid = 136 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 95 -320 Chords Tens.Comp. B - C 65 -105 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - E 331 -75 Chords Tens.Comp. E - D 342 -80 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - E 424 -375 Webs Tens.Comp. C - D 160 -135 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.46 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 A 999 240 VERT(CL):0.018 A 999 180 HORZ(LL):-0.005 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.539 Max BC CSI:0.287 Max Web CSI:0.126 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:V02 Ply: 1 Qty:1 Wgt: 49.0 lbs DRW: .../...08/23/2022 11'4"14 5'4"14 5'4"14 11'4"14 6' 5'4"14 5'4"14 11'4"14 6' 0"8 6'3"1225'1"10 A B C D E 6.6 12 3X4(**) 3X4 3X4 3X4(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 11.41BC 75 0.00 11.41Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 forvalley details. The overall height of this truss excluding overhang is6-3-12. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*66 /-/-/38 /17 /18 Wind reactions based on MWFRS D Brg Wid = 136 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 95 -320 Chords Tens.Comp. B - C 65 -105 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - E 331 -75 Chords Tens.Comp. E - D 342 -80 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - E 424 -375 Webs Tens.Comp. C - D 160 -135 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.46 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.011 A 999 240 VERT(CL):0.018 A 999 180 HORZ(LL):-0.005 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.539 Max BC CSI:0.287 Max Web CSI:0.126 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:V02 Ply: 1 Qty:1 Wgt: 49.0 lbs DRW: .../...08/23/2022 11'4"14 5'4"14 5'4"14 11'4"14 6' 5'4"14 5'4"14 11'4"14 6' 0"8 6'3"1225'1"10 A B C D E 6.6 12 3X4(**) 3X4 3X4 3X4(**) 3X4(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 8.38BC 75 0.00 8.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 forvalley details. The overall height of this truss excluding overhang is4-7-12. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/37 /16 /17 Wind reactions based on MWFRS C Brg Wid = 100 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 96 -166 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - C 297 -58 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - C 274 -200 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.29 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.031 A - - HORZ(TL):0.051 A - - Creep Factor: 2.0 Max TC CSI:0.954 Max BC CSI:0.634 Max Web CSI:0.081 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:V03 Ply: 1 Qty:1 Wgt: 35.0 lbs DRW: .../...08/23/2022 8'4"8 8'4"8 8'4"8 0"8 4'7"1226'9"10 A B C 6.6 12 3X4(**) 3X4(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Michael G Kozlowski Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 8.38BC 75 0.00 8.38Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes See DWGS VALTN160118 and VAL180160118 forvalley details. The overall height of this truss excluding overhang is4-7-12. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/37 /16 /17 Wind reactions based on MWFRS C Brg Wid = 100 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 96 -166 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - C 297 -58 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - C 274 -200 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-16 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.29 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 7th Ed. 2020 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.031 A - - HORZ(TL):0.051 A - - Creep Factor: 2.0 Max TC CSI:0.954 Max BC CSI:0.634 Max Web CSI:0.081 Mfg Specified Camber: VIEW Ver: 22.01.01A.0520.12 Job Number:18414 Turner Residence Truss Label:V03 Ply: 1 Qty:1 Wgt: 35.0 lbs DRW: .../...08/23/2022 8'4"8 8'4"8 8'4"8 0"8 4'7"1226'9"10 A B C 6.6 12 3X4(**) 3X4(**) 4X5(**) DocuSign Envelope ID: 2DC5D805-67E1-4173-BE56-331407541CEF