The URL can be used to link to this page

1025 EAST COAST DR RES24-0032 TrussDesign REV 3-15-24NO 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 52 truss designs with individual date of design 130MPH (3 second gust)\ASCE 7-22 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 8th Ed. 2023 Res.\TPI 2014 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE F011 24269 1/30/2024 F022 24269 1/30/2024 F033 24269 1/30/2024 F054 24269 1/30/2024 F065 24269 1/30/2024 F06A6 24269 1/30/2024 F077 24269 1/30/2024 F088 24269 1/30/2024 FG019 24269 1/30/2024 FG0210 24269 1/30/2024 FG0311 24269 1/30/2024 FG0412 24269 1/30/2024 FG0513 24269 1/30/2024 FGE0614 24269 1/30/2024 FGE0715 24269 1/30/2024 FGE0816 24269 1/30/2024 FGE0917 24269 1/30/2024 FGE1018 24269 1/30/2024 FGE1119 24269 1/30/2024 FT0120 24269 1/30/2024 GE0121 24269 1/30/2024 GE0322 24269 1/30/2024 GE0523 24269 1/30/2024 GE0624 24269 1/30/2024 GE0725 24269 1/30/2024 GE0926 24269 1/30/2024 GE1027 24269 1/30/2024 J0928 24269 1/30/2024 J1229 24269 1/30/2024 T0130 24269 1/30/2024 T01T31 24269 1/30/2024 T0232 24269 1/30/2024 T02M33 24269 1/30/2024 T0334 24269 1/30/2024 T03M35 24269 1/30/2024 T1636 24269 1/30/2024 T16A37 24269 1/30/2024 T16B38 24269 1/30/2024 T1739 24269 1/30/2024 T1840 24269 1/30/2024 T1941 24269 1/30/2024 T2042 24269 1/30/2024 T2143 24269 1/30/2024 T2244 24269 1/30/2024 T2345 24269 1/30/2024 V0146 24269 1/30/2024 V0247 24269 1/30/2024 V0348 24269 1/30/2024 V0449 24269 1/30/2024 V0550 24269 1/30/2024 V0651 24269 1/30/2024 V0752 24269 1/30/2024 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 1/30/2024 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. Jacksonville, FL 32211 9000 Regency Square BLVD, Suite 100 PE No. 88590 Russell T Dukes Structural Engineer of Record Cellar Residence, 1025 East Coast Dr Site Information Providence Homes Job # 24269 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 14'03"00 FG01 FLAT 0.00/12 Pitch 2 -Ply 0.007596.771 0.007677.822 1 06'04"00 FG02 FLAT 0.00/12 Pitch 2 -Ply 0.001016.501 0.001016.502 1 10'07"04 FG03 FLAT 0.00/12 Pitch 2 -Ply 0.002782.291 0.003455.522 1 24'09"00 FG04 FLAT 0.00/12 Pitch 2 -Ply 0.001902.271 0.004275.762 1 19'00"08 FG05 FLAT 0.00/12 Pitch 3 -Ply 0.006451.611 0.006743.662 1 27'05"00 FT01 COMN 4.00/12 Pitch 4 -Ply 186.0011155.871 261.0010100.682 2 39'11"00 GE01 GABL 7.00/12 Pitch 1 -Ply 1106.002536.171 86.00253.772 1 11'11"00 GE03 GABL 7.00/12 Pitch 1 -Ply 415.00956.281 1 17'11"00 GE05 GABL 4.00/12 Pitch 1 -Ply 206.00661.211 206.00661.212 1 10'00"00 GE06 GABL 3.00/12 Pitch 1 -Ply 131.00418.471 110.00303.442 1 10'00"00 GE07 GABL 3.00/12 Pitch 1 -Ply 231.00724.821 1 27'05"00 GE09 GABL 4.00/12 Pitch 1 -Ply 617.002065.381 1 03'10"08 GE10 GABL 4.00/12 Pitch 1 -Ply 66.00229.581 41.00102.442 10 05'10"08 J09 MONO 4.00/12 Pitch 1 -Ply 80.00287.951 68.00173.592 5 03'10"08 J12 MONO 4.00/12 Pitch 1 -Ply 66.00229.581 41.00102.442 10 39'11"00 T01 SPEC 7.00/12 Pitch 1 -Ply 599.001485.431 604.001476.462 5 39'11"00 T01T SPEC 7.00/12 Pitch 1 -Ply 597.001503.191 584.001354.972 2 39'11"00 T02 SPEC 7.00/12 Pitch 1 -Ply 447.001340.581 471.001427.412 1 39'11"00 T02M SPEC 7.00/12 Pitch 1 -Ply 716.001669.081 794.001857.012 1 39'08"00 T03 SPEC 7.00/12 Pitch 1 -Ply 461.001479.111 436.001385.502 5 39'08"00 T03M SPEC 7.00/12 Pitch 1 -Ply 450.001495.511 422.001467.852 17 09'10"08 T16 MONO 3.00/12 Pitch 1 -Ply 129.00410.301 111.00306.462 1 10'00"00 T16A MONO 3.00/12 Pitch 1 -Ply 212.00724.821 6 10'00"00 T16B MONO 3.00/12 Pitch 1 -Ply 129.00414.241 112.00310.582 1 02'06"08 T17 FLAT 0.00/12 Pitch 1 -Ply 186.00386.401 173.00357.812 1 02'06"08 T18 FLAT 0.00/12 Pitch 1 -Ply 121.00286.031 109.00255.012 Page 1 of 2 Job # 24269 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 11'10"00 T19 MONO 4.00/12 Pitch 1 -Ply 96.00387.931 142.00378.372 1 39'08"00 T20 COMN 7.00/12 Pitch 1 -Ply 611.001365.281 650.001488.522 1 17'10"00 T21 COMN 7.00/12 Pitch 1 -Ply 102.00682.811 253.00581.542 2 17'11"00 T22 COMN 4.00/12 Pitch 1 -Ply 211.00661.211 211.00661.212 1 11'11"00 T23 COMN 7.00/12 Pitch 2 -Ply 1690.005344.741 1908.005597.912 1 10'06"05 V01 VAL 7.00/12 Pitch 1 -Ply 287.00694.731 1 08'02"14 V02 VAL 7.00/12 Pitch 1 -Ply 218.00543.401 1 19'03"07 V03 VAL 7.00/12 Pitch 1 -Ply 325.001274.841 1 17'00"00 V04 VAL 7.00/12 Pitch 1 -Ply 282.001123.501 1 13'03"15 V05 VAL 7.00/12 Pitch 1 -Ply 213.00880.351 1 09'03"15 V06 VAL 7.00/12 Pitch 1 -Ply 139.00615.511 1 21'06"14 V07 GABL 7.00/12 Pitch 1 -Ply 346.001358.801 WOODFLOOR QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 5 20'09"00 F01 SY42 0.00/12 Pitch 1 -Ply 0.001139.081 0.001130.922 5 11'08"08 F02 SY42 0.00/12 Pitch 1 -Ply 0.00631.461 0.00631.462 4 14'11"12 F03 SY42 0.00/12 Pitch 1 -Ply 0.00633.671 0.001037.882 6 16'11"12 F05 SY42 0.00/12 Pitch 1 -Ply 0.00745.891 0.001140.252 4 19'10"08 F06 SY42 0.00/12 Pitch 1 -Ply 0.001080.621 0.001080.622 2 19'10"08 F06A SY42 0.00/12 Pitch 1 -Ply 0.00286.461 0.001068.682 0.00894.603 14 19'10"08 F07 SY42 0.00/12 Pitch 1 -Ply 0.001427.451 0.001092.302 9 24'05"08 F08 SY42 0.00/12 Pitch 1 -Ply 0.001343.041 0.001334.882 1 07'05"00 FGE06 SY42GABL 0.00/12 Pitch 1 -Ply 0.00790.831 1 06'11"08 FGE07 SY42GABL 0.00/12 Pitch 1 -Ply 0.00740.411 1 05'07"08 FGE08 SY42GABL 0.00/12 Pitch 1 -Ply 0.00593.751 1 11'09"00 FGE09 SY42GABL 0.00/12 Pitch 1 -Ply 0.0070.061 0.001197.432 1 02'00"00 FGE10 SY42GABL 0.00/12 Pitch 1 -Ply 0.00195.001 1 19'10"08 FGE11 SY42GABL 0.00/12 Pitch 1 -Ply 0.002161.251 Total of Trusses 147 Maximun Height 11'01"07 Page 2 of 2 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 DETAILS 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" 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #1; B2 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 5]4X4 2.25 L 1.25 [ 6]3X4 S 1.50[ 7]3X4 1.75 L 1.25 [18]3X4 1.75 R 1.25[20]3X4 S 1.50 [21]4X4 2.25 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 20.75BC 120 0.19 20.75 Apply 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 M (20'6", 10'1"2) HHUS46Supporting Member: (2)2x6 SP #2(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.16". 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 W 1139 /-/-/-/-/- M 1131 /-/-/-/-/- W Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = -Min Req =- Bearing W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1624 C - D 0 -2778 D - E 0 -3484 E - F 0 -3740 F - G 0 -3742 Chords Tens.Comp. G - H 0 -3495 H - I 0 -2801 I - J 0 -2801 J - K 0 -1658 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 920 0 V - U 2304 0U - T 3234 0 T - S 3704 0 S - R 3742 0 Chords Tens.Comp. R - Q 3740 0 Q - P 3247 0P - O 3247 0 O - N 2335 0 N - M 960 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - W 0 -58 A - X 0 -38 W -B 0 -1420B - V 1117 0 V - C 0 -1081 C - U 752 0 U - D 0 -724 D - T 396 0 T - E 0 -398 E - S 424 -263 Webs Tens.Comp. S - F 72 -206 R - G 217 -138 G - Q 14 -595Q - H 496 0 H - O 0 -708 O - J 741 0 J - N 0 -1074 N - K 1109 0 K - M 0 -1442 L - M 0 -42 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.333 F 740 480 VERT(CL):0.458 F 538 360 HORZ(LL):0.059 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.656 Max BC CSI:0.913 Max Web CSI:0.532 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F01 Ply: 1 Qty:5 Wgt: 115.4 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2W3 W3 W3 W3 W3 W3 W3 W4 W2 W2 W3 W3 W3 W3 W3 W3 W3 W23"8 20'9" 3"2'6" (TYP) 1'2"4 10'3" 10'3" 11'9" 1'6" 20'9" 9'1'8"+ 10'1"2 A B C D E F G H I J K L MNOPQRSTUVW X 1.5X3 4X5 4X5 4X4[5] 3X4(R)[6] 3X4(R)[7] 3X3 3X3 3X3 3X3 1.5X3 1.5X3 3X3 3X3W=H0310 3X3 3X4(R)[18] W=3X43X4(R)[20] 4X4[21] 4X5 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #1; B2 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 5]4X4 2.25 L 1.25 [ 6]3X4 S 1.50[ 7]3X4 1.75 L 1.25 [18]3X4 1.75 R 1.25[20]3X4 S 1.50 [21]4X4 2.25 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 20.75BC 120 0.19 20.75 Apply 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 M (20'6", 10'1"2) HHUS46Supporting Member: (2)2x6 SP #2(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.33" DL: 0.16". 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 W 1139 /-/-/-/-/- M 1131 /-/-/-/-/- W Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = -Min Req =- Bearing W Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1624 C - D 0 -2778 D - E 0 -3484 E - F 0 -3740 F - G 0 -3742 Chords Tens.Comp. G - H 0 -3495 H - I 0 -2801 I - J 0 -2801 J - K 0 -1658 K - L 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W -V 920 0 V - U 2304 0U - T 3234 0 T - S 3704 0 S - R 3742 0 Chords Tens.Comp. R - Q 3740 0 Q - P 3247 0P - O 3247 0 O - N 2335 0 N - M 960 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - W 0 -58 A - X 0 -38 W -B 0 -1420B - V 1117 0 V - C 0 -1081 C - U 752 0 U - D 0 -724 D - T 396 0 T - E 0 -398 E - S 424 -263 Webs Tens.Comp. S - F 72 -206 R - G 217 -138 G - Q 14 -595Q - H 496 0 H - O 0 -708 O - J 741 0 J - N 0 -1074 N - K 1109 0 K - M 0 -1442 L - M 0 -42 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.333 F 740 480 VERT(CL):0.458 F 538 360 HORZ(LL):0.059 B - - HORZ(TL):0.082 B - - Creep Factor: 2.0 Max TC CSI:0.656 Max BC CSI:0.913 Max Web CSI:0.532 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F01 Ply: 1 Qty:5 Wgt: 115.4 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2W3 W3 W3 W3 W3 W3 W3 W4 W2 W2 W3 W3 W3 W3 W3 W3 W3 W23"8 20'9" 3"2'6" (TYP) 1'2"4 10'3" 10'3" 11'9" 1'6" 20'9" 9'1'8"+ 10'1"2 A B C D E F G H I J K L MNOPQRSTUVW X 1.5X3 4X5 4X5 4X4[5] 3X4(R)[6] 3X4(R)[7] 3X3 3X3 3X3 3X3 1.5X3 1.5X3 3X3 3X3W=H0310 3X3 3X4(R)[18] W=3X43X4(R)[20] 4X4[21] 4X5 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 11.52BC 120 0.19 11.52Apply 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 wire staples, 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 K 631 /-/-/-/-/- H 631 /-/-/-/-/- K Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 3.0 Min Req =1.5 (Truss) Bearings K & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1137 C - D 0 -1144 Chords Tens.Comp. D - E 0 -1136 E - F 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 830 0 J - I 1144 0 Chords Tens.Comp. I - H 828 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - K 0 -117 A - L 0 -100 K - B 0 -969 B - J 428 0 J - C 0 -165 D - I 0 -207 Webs Tens.Comp. I - E 463 0 E - H 0 -967 F - G 0 -108 H - G 0 -11 G - H 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.082 C 999 480 VERT(CL):0.133 C 999 360 HORZ(LL):0.019 B - - HORZ(TL):0.030 B - - Creep Factor: 2.0 Max TC CSI:0.590 Max BC CSI:0.478 Max Web CSI:0.277 Mfg Specified Camber: VIEW Ver: 23.02.04.0123.14 Job Number:24269 Cellar Residence Truss Label:F02 Ply: 1 Qty:5 Wgt: 65.5 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W3 W3 W2 W2 W4 W3 W2 W1 3"8 11'8"8 3"2'6" (TYP) 2'6"12 2'0"4 3" 5'4"8 5'4"8 6'10"8 1'6" 11'8"8 4'10"1'8"+ 10'1"2 A B C D E FG HIJK L 1.5X3 4X5 3X4 3X3 1.5X3 1.5X3 3X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Purlins In 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 11.52BC 120 0.19 11.52Apply 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 wire staples, 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 K 631 /-/-/-/-/- H 631 /-/-/-/-/- K Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 3.0 Min Req =1.5 (Truss) Bearings K & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1137 C - D 0 -1144 Chords Tens.Comp. D - E 0 -1136 E - F 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 830 0 J - I 1144 0 Chords Tens.Comp. I - H 828 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - K 0 -117 A - L 0 -100 K - B 0 -969 B - J 428 0 J - C 0 -165 D - I 0 -207 Webs Tens.Comp. I - E 463 0 E - H 0 -967 F - G 0 -108 H - G 0 -11 G - H 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.082 C 999 480 VERT(CL):0.133 C 999 360 HORZ(LL):0.019 B - - HORZ(TL):0.030 B - - Creep Factor: 2.0 Max TC CSI:0.590 Max BC CSI:0.478 Max Web CSI:0.277 Mfg Specified Camber: VIEW Ver: 23.02.04.0123.14 Job Number:24269 Cellar Residence Truss Label:F02 Ply: 1 Qty:5 Wgt: 65.5 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W3 W3 W2 W2 W4 W3 W2 W1 3"8 11'8"8 3"2'6" (TYP) 2'6"12 2'0"4 3" 5'4"8 5'4"8 6'10"8 1'6" 11'8"8 4'10"1'8"+ 10'1"2 A B C D E FG HIJK L 1.5X3 4X5 3X4 3X3 1.5X3 1.5X3 3X3 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X3 1.75 L 1.25 [ 8]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 14.85BC 120 0.19 14.98Apply 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 N 634 /-/-/-/-/- K 1038 /-/-/-/-/- N Brg Wid = 5.5 Min Req =1.5 (Truss) K Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings N & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1097 C - D 0 -1103 D - E 0 -1094 Chords Tens.Comp. E - F 382 0 F - G 382 0 G - H 0 -9 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 812 0 M - L 1103 0 Chords Tens.Comp. L - K 743 -97 K - J 0 -229 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. O - N 0 -120 A - O 0 -99 N - B 0 -949 B - M 399 -11 M - C 25 -151 D - L 0 -265 L - E 599 0 Webs Tens.Comp. E - K 0 -1007 F - K 0 -197 K - G 0 -417 G - J 273 0 H - J 0 -78 I - J 0 -41 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.099 C 999 480 VERT(CL):0.153 C 895 360 HORZ(LL):0.025 B - - HORZ(TL):0.039 B - - Creep Factor: 2.0 Max TC CSI:0.671 Max BC CSI:0.495 Max Web CSI:0.288 Mfg Specified Camber: VIEW Ver: 23.02.04.0123.14 Job Number:24269 Cellar Residence Truss Label:F03 Ply: 1 Qty:4 Wgt: 86.0 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W3 W3 W2 W2 W4 W3 W2 W5 W3 W2 W6 3"8 9"4 11'9"3'2"12 3"2'6"(TYP)2'6"12 2'1"4 2'6"12 7"8 3" 14'11"12 5'4"8 5'4"8 6'10"8 1'6" 14'11"12 8'1"4 1'8"+ 10'1"2 A B C D E F G H I JKLMN O 1.5X3 4X5 3X3[4] 3X3 1.5X3 1.5X3 3X3[8] 3X4 1.5X3 4X5 3X3 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 [ 8]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 14.85BC 120 0.19 14.98Apply 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 N 634 /-/-/-/-/- K 1038 /-/-/-/-/- N Brg Wid = 5.5 Min Req =1.5 (Truss) K Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings N & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1097 C - D 0 -1103 D - E 0 -1094 Chords Tens.Comp. E - F 382 0 F - G 382 0 G - H 0 -9 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 812 0 M - L 1103 0 Chords Tens.Comp. L - K 743 -97 K - J 0 -229 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. O - N 0 -120 A - O 0 -99 N - B 0 -949 B - M 399 -11 M - C 25 -151 D - L 0 -265 L - E 599 0 Webs Tens.Comp. E - K 0 -1007 F - K 0 -197 K - G 0 -417 G - J 273 0 H - J 0 -78 I - J 0 -41 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.099 C 999 480 VERT(CL):0.153 C 895 360 HORZ(LL):0.025 B - - HORZ(TL):0.039 B - - Creep Factor: 2.0 Max TC CSI:0.671 Max BC CSI:0.495 Max Web CSI:0.288 Mfg Specified Camber: VIEW Ver: 23.02.04.0123.14 Job Number:24269 Cellar Residence Truss Label:F03 Ply: 1 Qty:4 Wgt: 86.0 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W3 W3 W2 W2 W4 W3 W2 W5 W3 W2 W6 3"8 9"4 11'9"3'2"12 3"2'6"(TYP)2'6"12 2'1"4 2'6"12 7"8 3" 14'11"12 5'4"8 5'4"8 6'10"8 1'6" 14'11"12 8'1"4 1'8"+ 10'1"2 A B C D E F G H I JKLMN O 1.5X3 4X5 3X3[4] 3X3 1.5X3 1.5X3 3X3[8] 3X4 1.5X3 4X5 3X3 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X4 2.25 L 1.25 [15]4X5 1.25 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 16.85BC 120 0.19 16.98Apply 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 R 746 /-/-/-/-/- M 1140 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings R & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1519 C - D 0 -1519 D - E 0 -1467 E - F 0 -1455 Chords Tens.Comp. F - G 0 -1455 G - H 382 0 H - I 382 0 I - J 0 -9 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 998 0 Q - P 1471 0 P - O 1467 0 Chords Tens.Comp. O - N 924 -59 N - M 924 -59 M - L 0 -232 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - R 0 -125 A - S 0 -104 R - B 0 -1167 B - Q 608 0 C - Q 0 -301 Q - D 315 -199D - P 12 -169 E - O 0 -322 Webs Tens.Comp. O - G 773 0 G - M 0 -1209 H - M 0 -212 M - I 1 -417 I - L 276 0 J - L 0 -78K - L 0 -41 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.156 D 999 480 VERT(CL):0.216 D 745 360 HORZ(LL):0.030 B - - HORZ(TL):0.046 B - - Creep Factor: 2.0 Max TC CSI:0.764 Max BC CSI:0.839 Max Web CSI:0.368 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F05 Ply: 1 Qty:6 Wgt: 97.2 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W3 W3 W2 W4 W2 W2 W5 W3 W2 W6 W3 W2 W7 3"8 9"4 13'9"3'2"12 3"2'6" (TYP) 2'6"12 1'11"4 2'1"4 2'6"12 7"8 3" 16'11"12 7'4"8 7'4"8 8'10"8 1'6" 16'11"12 8'1"4 1'8"+ 10'1"2 A B C D E F G H I J K LMNOPQR S 1.5X3 4X5 3X4[4]1.5X3 4X5 3X3 1.5X3 1.5X3 3X4 W=3X4 4X5 W=3X4 1.5X3 4X5[15] 3X3 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X4 2.25 L 1.25 [15]4X5 1.25 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 16.85BC 120 0.19 16.98Apply 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 R 746 /-/-/-/-/- M 1140 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 (Truss) M Brg Wid = 3.5 Min Req =1.5 (Truss) Bearings R & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1519 C - D 0 -1519 D - E 0 -1467 E - F 0 -1455 Chords Tens.Comp. F - G 0 -1455 G - H 382 0 H - I 382 0 I - J 0 -9 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 998 0 Q - P 1471 0 P - O 1467 0 Chords Tens.Comp. O - N 924 -59 N - M 924 -59 M - L 0 -232 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - R 0 -125 A - S 0 -104 R - B 0 -1167 B - Q 608 0 C - Q 0 -301 Q - D 315 -199D - P 12 -169 E - O 0 -322 Webs Tens.Comp. O - G 773 0 G - M 0 -1209 H - M 0 -212 M - I 1 -417 I - L 276 0 J - L 0 -78K - L 0 -41 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.156 D 999 480 VERT(CL):0.216 D 745 360 HORZ(LL):0.030 B - - HORZ(TL):0.046 B - - Creep Factor: 2.0 Max TC CSI:0.764 Max BC CSI:0.839 Max Web CSI:0.368 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F05 Ply: 1 Qty:6 Wgt: 97.2 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W3 W3 W2 W4 W2 W2 W5 W3 W2 W6 W3 W2 W7 3"8 9"4 13'9"3'2"12 3"2'6" (TYP) 2'6"12 1'11"4 2'1"4 2'6"12 7"8 3" 16'11"12 7'4"8 7'4"8 8'10"8 1'6" 16'11"12 8'1"4 1'8"+ 10'1"2 A B C D E F G H I J K LMNOPQR S 1.5X3 4X5 3X4[4]1.5X3 4X5 3X3 1.5X3 1.5X3 3X4 W=3X4 4X5 W=3X4 1.5X3 4X5[15] 3X3 1.5X3 3X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]3X8 4.00 L 1.25 [ 7]3X3 1.25 R 1.25[15]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 19.69BC 120 0.19 19.69Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.35" DL: 0.17". 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 R 1081 /-/-/-/-/- L 1081 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 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 -2652 C - D 0 -2652 D - E 0 -3336 E - F 0 -3332 Chords Tens.Comp. F - G 0 -3332 G - H 0 -2671 H - I 0 -2671 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1572 0 Q - P 3332 0 P - O 3336 0 Chords Tens.Comp. O - N 3259 0 N - M 3259 0 M - L 1578 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - R 0 -125 A - S 0 -104 R - B 0 -1835 B - Q 1260 0 C - Q 31 -276 Q - D 0 -942D - P 174 -54 E - O 35 -155 Webs Tens.Comp. O - G 442 -222 G - M 0 -686 H - M 0 -234 M - I 1276 0 I - L 0 -1842 J - K 0 -103L - K 0 -11 K - L 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.353 E 663 480 VERT(CL):0.454 E 515 360 HORZ(LL):0.048 L - - HORZ(TL):0.067 L - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.967 Max Web CSI:0.607 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F06 Ply: 1 Qty:4 Wgt: 106.1 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W3 W3 W2 W3 W2 W2 W4 W3 W2 W3 W3W2 W1 3"8 19'10"8 3"2'6"2'6"12(TYP)2'5"4 2'6"3" 8' 8' 9'6" 1'6" 19'10"8 10'4"8 1'8"+ 10'1"2 A B C D E F G H I JK LMNOPQR S 1.5X3 3X8 4X8 1.5X3 3X8[6] 3X3[7] 1.5X3 1.5X3 3X3 W=3X4 3X3 W=H0310 1.5X3 3X8[15] 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #1;Bot chord: 4x2 SP #1;Webs: 4x2 SP #3; Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 6]3X8 4.00 L 1.25 [ 7]3X3 1.25 R 1.25[15]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 19.69BC 120 0.19 19.69Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Deflection Max JT VERT DEFL: LL: 0.35" DL: 0.17". 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 R 1081 /-/-/-/-/- L 1081 /-/-/-/-/- R Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 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 -2652 C - D 0 -2652 D - E 0 -3336 E - F 0 -3332 Chords Tens.Comp. F - G 0 -3332 G - H 0 -2671 H - I 0 -2671 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1572 0 Q - P 3332 0 P - O 3336 0 Chords Tens.Comp. O - N 3259 0 N - M 3259 0 M - L 1578 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. S - R 0 -125 A - S 0 -104 R - B 0 -1835 B - Q 1260 0 C - Q 31 -276 Q - D 0 -942D - P 174 -54 E - O 35 -155 Webs Tens.Comp. O - G 442 -222 G - M 0 -686 H - M 0 -234 M - I 1276 0 I - L 0 -1842 J - K 0 -103L - K 0 -11 K - L 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.353 E 663 480 VERT(CL):0.454 E 515 360 HORZ(LL):0.048 L - - HORZ(TL):0.067 L - - Creep Factor: 2.0 Max TC CSI:0.881 Max BC CSI:0.967 Max Web CSI:0.607 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F06 Ply: 1 Qty:4 Wgt: 106.1 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W3 W3 W2 W3 W2 W2 W4 W3 W2 W3 W3W2 W1 3"8 19'10"8 3"2'6"2'6"12(TYP)2'5"4 2'6"3" 8' 8' 9'6" 1'6" 19'10"8 10'4"8 1'8"+ 10'1"2 A B C D E F G H I JK LMNOPQR S 1.5X3 3X8 4X8 1.5X3 3X8[6] 3X3[7] 1.5X3 1.5X3 3X3 W=3X4 3X3 W=H0310 1.5X3 3X8[15] 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E;Bot chord: 4x2 SP #1; B2 4x2 SP #2;Webs: 4x2 SP #3; 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 19.69BC 120 0.19 19.69Apply 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 is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 286 /-34 /-/-/-/- R 1069 /-/-/-/-/- M 895 /-/-/-/-/- T Brg Wid = 5.5 Min Req =1.5 (Truss) R Brg Wid = 5.5 Min Req =1.5 (Truss)M Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings T, R, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 133 -217 C - D 144 -212 D - E 0 -2001 E - F 0 -2022 Chords Tens.Comp. F - G 0 -2027 G - H 0 -2027 H - I 0 -2055 I - J 0 -2055 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 217 -132S - R 217 -133 R - Q 1230 0 Q - P 2022 0 Chords Tens.Comp. P - O 2338 0O - N 2338 0 N - M 1272 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - T 0 -139 A - U 0 -119 T - B 154 -255B - S 48 -70 C - R 0 -316 R - D 0 -1409 D - Q 1044 0 Q - E 0 -532 F - P 160 -28 Webs Tens.Comp. P - H 78 -480 H - N 0 -330 I - N 0 -221N - J 914 0 J - M 0 -1484 K - L 0 -103 M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.267 P 723 480 VERT(CL):0.365 P 530 360 HORZ(LL):0.030 M - - HORZ(TL):0.041 M - - Creep Factor: 2.0 Max TC CSI:0.668 Max BC CSI:0.936 Max Web CSI:0.497 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F06A Ply: 1 Qty:2 Wgt: 108.0 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W3 W2 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3W2 W1 3"8 3'6"4 16'4"4 3"2'6"2'6"12(TYP)1'10"4 2'5"4 2'6"3" 19'10"8 2'10"8 2'10"8 3'5"8 7" 8' 4'6"8 9'6" 1'6" 19'10"8 10'4"8 1'8"+ 10'1"2 A B C D E F G H I J KL MNOPQRST U 4X5 3X3 3X4 4X5 4X4 3X3 W=H0310 3X3 W=H0310 3X8 4X5 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E;Bot chord: 4x2 SP #1; B2 4x2 SP #2;Webs: 4x2 SP #3; 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 19.69BC 120 0.19 19.69Apply 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 is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL T 286 /-34 /-/-/-/- R 1069 /-/-/-/-/- M 895 /-/-/-/-/- T Brg Wid = 5.5 Min Req =1.5 (Truss) R Brg Wid = 5.5 Min Req =1.5 (Truss)M Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings T, R, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 133 -217 C - D 144 -212 D - E 0 -2001 E - F 0 -2022 Chords Tens.Comp. F - G 0 -2027 G - H 0 -2027 H - I 0 -2055 I - J 0 -2055 J - K 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 217 -132S - R 217 -133 R - Q 1230 0 Q - P 2022 0 Chords Tens.Comp. P - O 2338 0O - N 2338 0 N - M 1272 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - T 0 -139 A - U 0 -119 T - B 154 -255B - S 48 -70 C - R 0 -316 R - D 0 -1409 D - Q 1044 0 Q - E 0 -532 F - P 160 -28 Webs Tens.Comp. P - H 78 -480 H - N 0 -330 I - N 0 -221N - J 914 0 J - M 0 -1484 K - L 0 -103 M - L 0 -11 L - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.267 P 723 480 VERT(CL):0.365 P 530 360 HORZ(LL):0.030 M - - HORZ(TL):0.041 M - - Creep Factor: 2.0 Max TC CSI:0.668 Max BC CSI:0.936 Max Web CSI:0.497 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F06A Ply: 1 Qty:2 Wgt: 108.0 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W3 W2 W2 W3 W4 W2 W2 W5 W3 W2 W3 W3W2 W1 3"8 3'6"4 16'4"4 3"2'6"2'6"12(TYP)1'10"4 2'5"4 2'6"3" 19'10"8 2'10"8 2'10"8 3'5"8 7" 8' 4'6"8 9'6" 1'6" 19'10"8 10'4"8 1'8"+ 10'1"2 A B C D E F G H I J KL MNOPQRST U 4X5 3X3 3X4 4X5 4X4 3X3 W=H0310 3X3 W=H0310 3X8 4X5 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E;Bot chord: 4x2 SP 2400f-2.0E; B2 4x2 SP #1;Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 1.00 to 100 plf at 20.75BC: From 10 plf at 1.00 to 10 plf at 20.88TC: 135 lb Conc. Load at 1.00TC: 211 lb Conc. Load at 1.12 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X8 4.00 L 1.25 [ 5]3X3 1.25 R 1.25[13]3X8 4.75 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 19.69BC 120 0.00 19.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.29" DL: 0.20". 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 R 1427 /-/-/-/-/- L 1092 /-/-/-/-/- R Brg Wid = -Min Req =- L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearing L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -2717 C - D 0 -2717 D - E 0 -3410 E - F 0 -3406 Chords Tens.Comp. F - G 0 -3406 G - H 0 -2709 H - I 0 -2709 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1641 0 Q - P 3406 0 P - O 3410 0 Chords Tens.Comp. O - N 3318 0 N - M 3318 0 M - L 1596 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - R 0 -441 R - B 0 -1903 B - Q 1255 0 C - Q 37 -270 Q - D 0 -955 D - P 176 -56E - O 36 -155 O - G 462 -215 Webs Tens.Comp. G - M 0 -711 H - M 0 -233 M - I 1298 0 I - L 0 -1863 J - K 0 -104 L - K 0 -11K - 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.288 E 820 480 VERT(CL):0.409 E 577 360 HORZ(LL):0.039 L - - HORZ(TL):0.060 L - - Creep Factor: 2.0 Max TC CSI:0.606 Max BC CSI:0.834 Max Web CSI:0.618 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F07 Ply: 1 Qty:14 Wgt: 104.2 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W2 W1 W2 W1 W1 W2 W2 W1 W2 W2W1 W3 3"8 19'10"8 2'7"8 2'6"12(TYP)2'6"3" 7'10"8 7'10"8 9'4"8 1'6" 19'10"8 10'6"1'8"+ 10'1"2 A B C D E F G H I JK LMNOPQR 1.5X3 4X5 4X8 1.5X3 3X8[4] 3X3[5] 1.5X3 1.5X3 3X3 W=3X4 3X3 W=H0310 1.5X3 3X8[13] 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E;Bot chord: 4x2 SP 2400f-2.0E; B2 4x2 SP #1;Webs: 4x2 SP #3; Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 1.00 to 100 plf at 20.75BC: From 10 plf at 1.00 to 10 plf at 20.88TC: 135 lb Conc. Load at 1.00TC: 211 lb Conc. Load at 1.12 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral ChordNoSizeShiftBiteNoSizeShiftBite[ 4]3X8 4.00 L 1.25 [ 5]3X3 1.25 R 1.25[13]3X8 4.75 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 19.69BC 120 0.00 19.69Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.29" DL: 0.20". 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 R 1427 /-/-/-/-/- L 1092 /-/-/-/-/- R Brg Wid = -Min Req =- L Brg Wid = 5.5 Min Req =1.5 (Truss) Bearing L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 0 -2717 C - D 0 -2717 D - E 0 -3410 E - F 0 -3406 Chords Tens.Comp. F - G 0 -3406 G - H 0 -2709 H - I 0 -2709 I - J 1 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 1641 0 Q - P 3406 0 P - O 3410 0 Chords Tens.Comp. O - N 3318 0 N - M 3318 0 M - L 1596 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - R 0 -441 R - B 0 -1903 B - Q 1255 0 C - Q 37 -270 Q - D 0 -955 D - P 176 -56E - O 36 -155 O - G 462 -215 Webs Tens.Comp. G - M 0 -711 H - M 0 -233 M - I 1298 0 I - L 0 -1863 J - K 0 -104 L - K 0 -11K - 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.288 E 820 480 VERT(CL):0.409 E 577 360 HORZ(LL):0.039 L - - HORZ(TL):0.060 L - - Creep Factor: 2.0 Max TC CSI:0.606 Max BC CSI:0.834 Max Web CSI:0.618 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F07 Ply: 1 Qty:14 Wgt: 104.2 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W2 W1 W2 W1 W1 W2 W2 W1 W2 W2W1 W3 3"8 19'10"8 2'7"8 2'6"12(TYP)2'6"3" 7'10"8 7'10"8 9'4"8 1'6" 19'10"8 10'6"1'8"+ 10'1"2 A B C D E F G H I JK LMNOPQR 1.5X3 4X5 4X8 1.5X3 3X8[4] 3X3[5] 1.5X3 1.5X3 3X3 W=3X4 3X3 W=H0310 1.5X3 3X8[13] 4X8 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E;Bot chord: 4x2 SP 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[ 5]4X5 2.50 L 1.50 [ 6]4X4 1.75 L 1.25[ 7]4X4 2.25 L 1.25 [ 9]3X3 1.75 L 1.25[10]3X4 1.25 L 1.25 [11]3X4 1.25 R 1.25[20]3X3 1.75 R 1.25 [24]4X5 2.50 R 1.50 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 24.46BC 120 0.19 24.46Apply 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. (J) Hanger Support Required, by othersBearing O (24'2"8, 10'1"2) HHUS46Supporting Member: (3)2x6 SP #2(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.49" DL: 0.22". 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 Z 1343 /-/-/-/-/- O 1335 /-/-/-/-/- Z Brg Wid = 5.5 Min Req =1.5 (Support) O Brg Wid = -Min Req =- Bearing Z Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1960 C - D 0 -3449 D - E 0 -4468 E - F 0 -5154 F - G 0 -5165 G - H 0 -5166 Chords Tens.Comp. H - I 0 -5089 I - J 0 -5089 J - K 0 -4500 K - L 0 -3477 L - M 0 -2004 M - N 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Z - Y 1093 0Y - X 2807 0 X - W 4065 0 W -V 4877 0 V - U 5165 0 U - T 5235 0 Chords Tens.Comp. T - S 4897 0S - R 4897 0 R - Q 4089 0 Q - P 2845 0 P - O 1141 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- Z 0 -59A -AA 0 -38 Z - B 0 -1686 B - Y 1378 0 Y - C 0 -1345 C - X 1018 0 X - D 0 -978 D - W 641 0 W -E 0 -649 E - V 775 -72 V - F 9 -431 G - U 201 -219 Webs Tens.Comp. U - H 389 -451H - T 11 -362 T - J 363 0 J - R 0 -630 R - K 653 0 K - Q 0 -971 Q - L 1004 0 L - P 0 -1336 P - M 1370 0 M - O 0 -1714 N - O 0 -43 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.487 U 597 480 VERT(CL):0.670 U 434 360 HORZ(LL):0.071 O - - HORZ(TL):0.098 O - - Creep Factor: 2.0 Max TC CSI:0.537 Max BC CSI:0.631 Max Web CSI:0.656 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F08 Ply: 1 Qty:9 Wgt: 136.4 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2W3 W3W3 W3 W3 W3 W3 W4 W2 W2 W5 W3 W3 W3 W3 W3 W3 W3W3 W3 W23"8 24'5"8 3"2'6"(TYP) 1'2"4 1'3"4 10'3" 10'3" 11'9" 1'6" 24'5"8 12'8"8 1'8"++ 10'1"2 A B C D E F G H I J K L M N OPQRSTUVWXYZ AA 4X5 5X5 4X5(R)[5] 4X4[6] 4X4[7] 3X4 3X3[9] 3X4(R)[10] 3X4(R)[11]3X3 3X3W=3X4 3X3 3X3 W=H03103X3[20] 3X4 4X4 4X4 4X5(R)[24] 5X5 4X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP 2400f-2.0E;Bot chord: 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[ 5]4X5 2.50 L 1.50 [ 6]4X4 1.75 L 1.25[ 7]4X4 2.25 L 1.25 [ 9]3X3 1.75 L 1.25[10]3X4 1.25 L 1.25 [11]3X4 1.25 R 1.25[20]3X3 1.75 R 1.25 [24]4X5 2.50 R 1.50 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 24.46BC 120 0.19 24.46Apply 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. (J) Hanger Support Required, by othersBearing O (24'2"8, 10'1"2) HHUS46Supporting Member: (3)2x6 SP #2(14) 0.148"x3" nails into supportingmember,(6) 0.148"x3" nails into supportedmember. Deflection Max JT VERT DEFL: LL: 0.49" DL: 0.22". 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 Z 1343 /-/-/-/-/- O 1335 /-/-/-/-/- Z Brg Wid = 5.5 Min Req =1.5 (Support) O Brg Wid = -Min Req =- Bearing Z Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 0 B - C 0 -1960 C - D 0 -3449 D - E 0 -4468 E - F 0 -5154 F - G 0 -5165 G - H 0 -5166 Chords Tens.Comp. H - I 0 -5089 I - J 0 -5089 J - K 0 -4500 K - L 0 -3477 L - M 0 -2004 M - N 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Z - Y 1093 0Y - X 2807 0 X - W 4065 0 W -V 4877 0 V - U 5165 0 U - T 5235 0 Chords Tens.Comp. T - S 4897 0S - R 4897 0 R - Q 4089 0 Q - P 2845 0 P - O 1141 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- Z 0 -59A -AA 0 -38 Z - B 0 -1686 B - Y 1378 0 Y - C 0 -1345 C - X 1018 0 X - D 0 -978 D - W 641 0 W -E 0 -649 E - V 775 -72 V - F 9 -431 G - U 201 -219 Webs Tens.Comp. U - H 389 -451H - T 11 -362 T - J 363 0 J - R 0 -630 R - K 653 0 K - Q 0 -971 Q - L 1004 0 L - P 0 -1336 P - M 1370 0 M - O 0 -1714 N - O 0 -43 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.487 U 597 480 VERT(CL):0.670 U 434 360 HORZ(LL):0.071 O - - HORZ(TL):0.098 O - - Creep Factor: 2.0 Max TC CSI:0.537 Max BC CSI:0.631 Max Web CSI:0.656 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:F08 Ply: 1 Qty:9 Wgt: 136.4 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2W3 W3W3 W3 W3 W3 W3 W4 W2 W2 W5 W3 W3 W3 W3 W3 W3 W3W3 W3 W23"8 24'5"8 3"2'6"(TYP) 1'2"4 1'3"4 10'3" 10'3" 11'9" 1'6" 24'5"8 12'8"8 1'8"++ 10'1"2 A B C D E F G H I J K L M N OPQRSTUVWXYZ AA 4X5 5X5 4X5(R)[5] 4X4[6] 4X4[7] 3X4 3X3[9] 3X4(R)[10] 3X4(R)[11]3X3 3X3W=3X4 3X3 3X3 W=H03103X3[20] 3X4 4X4 4X4 4X5(R)[24] 5X5 4X4 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP 2400f-2.0E;W32x4 SP #2; W4 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 5.00" o.c. (Each Row)Bot Chord: 1 Row @ 9.25" 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.=1.00 / Plate Dur.Fac.=1.00)TC: From 928 plf at 0.00 to 928 plf at 12.06TC: From 978 plf at 12.06 to 978 plf at 14.22 TC: From 843 plf at 14.22 to 843 plf at 14.25BC: From 5 plf at 0.00 to 5 plf at 12.06BC: From 10 plf at 12.06 to 10 plf at 14.25BC: 311 lb Conc. Load at 2.06, 4.06, 6.06, 8.0610.06,12.06 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 14.25 BC 120 0.00 14.25Apply 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 7597 /-/-/-/-/- Q 7678 /-/-/-/-/- P Brg Wid = 5.5 Min Req =4.0 (Support) Q Brg Wid = 5.5 Min Req =4.0 (Support) Bearings P & Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -4925 B - C 0 -8594 C - D 0-10544 D - E 0-10704 Chords Tens.Comp. E - F 0 -10545 F - G 0 -8614 G - H 0 -4948 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 60 0 O - N 6081 0 N - M 9282 0 M - L 10704 0 Chords Tens.Comp. L - K 9297 0 K - J 6112 0 J - I 61 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 0 -3652 A - O 5757 0 O - B 0 -3259 B - N 3197 0 N - C 0 -1940 C - M 1607 0M - D 0 -857 Webs Tens.Comp. E - L 0 -851 L - F 1588 0 F - K 0 -1926 K - G 3183 0 G - J 0 -3282 J - H 5783 0H - I 0 -3691 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 E 882 480 VERT(CL):0.340 E 502 360 HORZ(LL):0.042 A - - HORZ(TL):0.074 A - - Creep Factor: 2.0 Max TC CSI:0.909 Max BC CSI:0.910 Max Web CSI:0.902 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG01 Ply: 2 Qty:1 Wgt: 201.6 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 W3 W1 W4 W1 W1 W4 W1 W3 W1 W2 W1 14'3" 2'4"7 2'4"7 4'4"6 1'11"15 6'1"9 1'9"3 8'1"7 1'11"15 9'10"10 1'9"3 11'10"9 1'11"15 14'3" 2'4"7 1'10"7 1'10"7 3'10"14 2'0"7 5'10"13 1'11"15 8'4"3 2'5"7 10'4"2 1'11"15 12'4"9 2'0"7 14'3" 1'10"71'8"10'1"2 A B C D E F G H IJKLMNOPQ 6X10(**)(I) 5X7(**)10X12(**) 6X10 6X10 4X8 4X8 3X4 3X4 4X8 4X8 6X10 6X10 10X12(**) 6X10(**)(I) 5X7(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP 2400f-2.0E;W32x4 SP #2; W4 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 5.00" o.c. (Each Row)Bot Chord: 1 Row @ 9.25" 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.=1.00 / Plate Dur.Fac.=1.00)TC: From 928 plf at 0.00 to 928 plf at 12.06TC: From 978 plf at 12.06 to 978 plf at 14.22 TC: From 843 plf at 14.22 to 843 plf at 14.25BC: From 5 plf at 0.00 to 5 plf at 12.06BC: From 10 plf at 12.06 to 10 plf at 14.25BC: 311 lb Conc. Load at 2.06, 4.06, 6.06, 8.0610.06,12.06 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 14.25 BC 120 0.00 14.25Apply 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 7597 /-/-/-/-/- Q 7678 /-/-/-/-/- P Brg Wid = 5.5 Min Req =4.0 (Support) Q Brg Wid = 5.5 Min Req =4.0 (Support) Bearings P & Q Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -4925 B - C 0 -8594 C - D 0-10544 D - E 0-10704 Chords Tens.Comp. E - F 0 -10545 F - G 0 -8614 G - H 0 -4948 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 60 0 O - N 6081 0 N - M 9282 0 M - L 10704 0 Chords Tens.Comp. L - K 9297 0 K - J 6112 0 J - I 61 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 0 -3652 A - O 5757 0 O - B 0 -3259 B - N 3197 0 N - C 0 -1940 C - M 1607 0M - D 0 -857 Webs Tens.Comp. E - L 0 -851 L - F 1588 0 F - K 0 -1926 K - G 3183 0 G - J 0 -3282 J - H 5783 0H - I 0 -3691 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.194 E 882 480 VERT(CL):0.340 E 502 360 HORZ(LL):0.042 A - - HORZ(TL):0.074 A - - Creep Factor: 2.0 Max TC CSI:0.909 Max BC CSI:0.910 Max Web CSI:0.902 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG01 Ply: 2 Qty:1 Wgt: 201.6 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 W3 W1 W4 W1 W1 W4 W1 W3 W1 W2 W1 14'3" 2'4"7 2'4"7 4'4"6 1'11"15 6'1"9 1'9"3 8'1"7 1'11"15 9'10"10 1'9"3 11'10"9 1'11"15 14'3" 2'4"7 1'10"7 1'10"7 3'10"14 2'0"7 5'10"13 1'11"15 8'4"3 2'5"7 10'4"2 1'11"15 12'4"9 2'0"7 14'3" 1'10"71'8"10'1"2 A B C D E F G H IJKLMNOPQ 6X10(**)(I) 5X7(**)10X12(**) 6X10 6X10 4X8 4X8 3X4 3X4 4X8 4X8 6X10 6X10 10X12(**) 6X10(**)(I) 5X7(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 8.25" 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 311 plf at 0.00 to 311 plf at 6.33BC: From 10 plf at 0.00 to 10 plf at 6.33 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 6.33BC 76 0.00 6.33Apply 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 H 1017 /-/-/-/-/- E 1017 /-/-/-/-/- H Brg Wid = 5.5 Min Req =1.5 (Truss) E Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings H & E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -519 B - C 0 -555 Chords Tens.Comp. C - D 0 -519 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 6 0 G - F 555 0 Chords Tens.Comp. F - E 6 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 0 -497 A - G 621 0 G - B 0 -348 Webs Tens.Comp. C - F 0 -348 F - D 621 0 D - E 0 -497 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 B 999 480 VERT(CL):0.013 B 999 360 HORZ(LL):0.002 A - - HORZ(TL):0.004 A - - Creep Factor: 2.0 Max TC CSI:0.197 Max BC CSI:0.206 Max Web CSI:0.296 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG02 Ply: 2 Qty:1 Wgt: 84.0 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 W1 W2 W1 6'4" 2'1"15 2'1"15 4'2"1 2'0"3 6'4" 2'1"15 2'0"3 2'0"3 4'3"13 2'3"11 6'4" 2'0"31'8"10'1"2 A B C D EFGH 3X4 3X4(**)3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 8.25" 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 311 plf at 0.00 to 311 plf at 6.33BC: From 10 plf at 0.00 to 10 plf at 6.33 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 6.33BC 76 0.00 6.33Apply 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 H 1017 /-/-/-/-/- E 1017 /-/-/-/-/- H Brg Wid = 5.5 Min Req =1.5 (Truss) E Brg Wid = 5.5 Min Req =1.5 (Truss) Bearings H & E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -519 B - C 0 -555 Chords Tens.Comp. C - D 0 -519 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 6 0 G - F 555 0 Chords Tens.Comp. F - E 6 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 0 -497 A - G 621 0 G - B 0 -348 Webs Tens.Comp. C - F 0 -348 F - D 621 0 D - E 0 -497 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 B 999 480 VERT(CL):0.013 B 999 360 HORZ(LL):0.002 A - - HORZ(TL):0.004 A - - Creep Factor: 2.0 Max TC CSI:0.197 Max BC CSI:0.206 Max Web CSI:0.296 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG02 Ply: 2 Qty:1 Wgt: 84.0 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 W1 W2 W1 6'4" 2'1"15 2'1"15 4'2"1 2'0"3 6'4" 2'1"15 2'0"3 2'0"3 4'3"13 2'3"11 6'4" 2'0"31'8"10'1"2 A B C D EFGH 3X4 3X4(**)3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP #2;Webs: 2x4 SP #3; W2 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 2.25" 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 10.60BC: From 5 plf at 0.00 to 5 plf at 10.60TC: 1131 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 9.67 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 0.00 10.60 BC 120 0.00 10.60Apply 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=10'4"4 uses the followingsupport conditions: 10'4"4Bearing F (10'4"4, 10'1"2) HGUS26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(6) 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 is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 2782 /-/-/-/-/- F 3456 /-/-/-/-/- J Brg Wid = 5.5 Min Req =1.6 (Truss) F Brg Wid = -Min Req =- Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2393 B - C 0 -3356 Chords Tens.Comp. C - D 0 -3356 D - E 0 -2526 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 16 0 I - H 2673 0 Chords Tens.Comp. H - G 2823 0 G - F 25 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -1332 A - I 2658 0 I - B 0 -1269 B - H 773 0 C - H 0 -635 Webs Tens.Comp. H - D 603 0 D - G 0 -1347 G - E 2798 0 E - F 0 -1662 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.084 C 999 480 VERT(CL):0.116 C 999 360 HORZ(LL):0.018 A - - HORZ(TL):0.025 A - - Creep Factor: 2.0 Max TC CSI:0.600 Max BC CSI:0.799 Max Web CSI:0.789 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG03 Ply: 2 Qty:1 Wgt: 131.6 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 W3 W1 W3 W1 W2 W1 10'7"4 2'10"7 2'10"7 5'3"10 2'5"3 7'8"13 2'5"3 10'7"4 2'10"7 2'5"7 2'5"7 5'3"10 2'10"3 8'1"13 2'10"3 10'7"4 2'5"71'8"10'1"2 A B C D E FGHIJ 6X6(**)(I) 4X4(**)4X10 4X4 3X4 4X8 4X4 4X10 6X6(**)(I) 4X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP #2;Webs: 2x4 SP #3; W2 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @ 2.25" 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 10.60BC: From 5 plf at 0.00 to 5 plf at 10.60TC: 1131 lb Conc. Load at 2.00, 4.00, 6.00, 8.00 9.67 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 0.00 10.60 BC 120 0.00 10.60Apply 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=10'4"4 uses the followingsupport conditions: 10'4"4Bearing F (10'4"4, 10'1"2) HGUS26-2Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember,(6) 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 is 1-8-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 2782 /-/-/-/-/- F 3456 /-/-/-/-/- J Brg Wid = 5.5 Min Req =1.6 (Truss) F Brg Wid = -Min Req =- Bearing J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -2393 B - C 0 -3356 Chords Tens.Comp. C - D 0 -3356 D - E 0 -2526 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 16 0 I - H 2673 0 Chords Tens.Comp. H - G 2823 0 G - F 25 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -1332 A - I 2658 0 I - B 0 -1269 B - H 773 0 C - H 0 -635 Webs Tens.Comp. H - D 603 0 D - G 0 -1347 G - E 2798 0 E - F 0 -1662 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.084 C 999 480 VERT(CL):0.116 C 999 360 HORZ(LL):0.018 A - - HORZ(TL):0.025 A - - Creep Factor: 2.0 Max TC CSI:0.600 Max BC CSI:0.799 Max Web CSI:0.789 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG03 Ply: 2 Qty:1 Wgt: 131.6 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 W3 W1 W3 W1 W2 W1 10'7"4 2'10"7 2'10"7 5'3"10 2'5"3 7'8"13 2'5"3 10'7"4 2'10"7 2'5"7 2'5"7 5'3"10 2'10"3 8'1"13 2'10"3 10'7"4 2'5"71'8"10'1"2 A B C D E FGHIJ 6X6(**)(I) 4X4(**)4X10 4X4 3X4 4X8 4X4 4X10 6X6(**)(I) 4X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W3 2x4 SP #2; W4 2x4 SP #1; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.75" 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 100 plf at 0.00 to 100 plf at 24.75BC: From 10 plf at 0.00 to 10 plf at 24.75BC: 3456 lb Conc. Load at 20.88 Plating Notes All plates are 4X5 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 0.00 24.75 BC 120 0.00 24.75Apply 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 V 1902 /-/-/-/-/- L 4276 /-/-/-/-/- V Brg Wid = 5.5 Min Req =1.5 (Support) L Brg Wid = 3.5 Min Req =2.2 (Support) Bearings V & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1596 B - C 0 -2995 C - D 0 -4086 D - E 0 -5310 E - F 0 -5340 Chords Tens.Comp. F - G 0 -5345 G - H 0 -6077 H - I 0 -6139 I - J 0 -6171 J - K 0 -3905 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 8 0 U - T 1790 0 T - S 3150 0S - R 4242 0 R - Q 5340 0 Chords Tens.Comp. Q - P 6027 0 P - O 6157 0 O - N 6186 0N - M 4201 0 M - L 13 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - V 0 -905 A - U 1796 0 U - B 0 -881 B - T 1405 0T - C 0 -708 C - S 1091 0 S - D 0 -710 D - R 1245 0 R - E 0 -273 F - Q 41 -96 Webs Tens.Comp. Q - G 332 -795 G - P 230 -183 P - H 373 -93 H - O 0 -320O - I 616 -55 I - N 0 -445 N - J 2297 0 J - M 0 -1342 M - K 4401 0 K - L 0 -2138 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.492 Q 603 480 VERT(CL):0.677 Q 438 360 HORZ(LL):0.062 A - - HORZ(TL):0.085 A - - Creep Factor: 2.0 Max TC CSI:0.637 Max BC CSI:0.799 Max Web CSI:0.855 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG04 Ply: 2 Qty:1 Wgt: 294.0 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W1 W2 W1 W2W1 W2 W1 W1W2 W1 W2 W1 W2 W1 W3 W1 W4 W1 24'9" 2'8"14 2'8"14 5'2"3 2'5"6 7'7"9 2'5"6 9'11"2 2'3"10 12'4"8 2'5"6 14'8"2 2'3"10 17'1"7 2'5"6 19'6"13 2'5"6 21'10"10 2'3"14 24'4"1 2'5"7 24'9" 4"14 2'4"14 2'4"14 4'10"11 2'5"14 7'4"1 2'5"6 9'8"14 2'4"14 12'6"4 2'9"6 14'11"10 2'5"6 17'4"15 2'5"6 19'11"13 2'6"14 22'5"2 2'5"6 24'9" 2'3"141'8"10'1"2 A B C D E F G H I J K LMNOPQRSTUV 6X6(**) 3X4(**)4X8 5X5 5X5 5X5 8X8(**) 3X4 3X4 5X7(**) 4X10 4X10 6X10 6X8(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W3 2x4 SP #2; W4 2x4 SP #1; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.75" 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 100 plf at 0.00 to 100 plf at 24.75BC: From 10 plf at 0.00 to 10 plf at 24.75BC: 3456 lb Conc. Load at 20.88 Plating Notes All plates are 4X5 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 0.00 24.75 BC 120 0.00 24.75Apply 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 V 1902 /-/-/-/-/- L 4276 /-/-/-/-/- V Brg Wid = 5.5 Min Req =1.5 (Support) L Brg Wid = 3.5 Min Req =2.2 (Support) Bearings V & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1596 B - C 0 -2995 C - D 0 -4086 D - E 0 -5310 E - F 0 -5340 Chords Tens.Comp. F - G 0 -5345 G - H 0 -6077 H - I 0 -6139 I - J 0 -6171 J - K 0 -3905 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 8 0 U - T 1790 0 T - S 3150 0S - R 4242 0 R - Q 5340 0 Chords Tens.Comp. Q - P 6027 0 P - O 6157 0 O - N 6186 0N - M 4201 0 M - L 13 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - V 0 -905 A - U 1796 0 U - B 0 -881 B - T 1405 0T - C 0 -708 C - S 1091 0 S - D 0 -710 D - R 1245 0 R - E 0 -273 F - Q 41 -96 Webs Tens.Comp. Q - G 332 -795 G - P 230 -183 P - H 373 -93 H - O 0 -320O - I 616 -55 I - N 0 -445 N - J 2297 0 J - M 0 -1342 M - K 4401 0 K - L 0 -2138 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.492 Q 603 480 VERT(CL):0.677 Q 438 360 HORZ(LL):0.062 A - - HORZ(TL):0.085 A - - Creep Factor: 2.0 Max TC CSI:0.637 Max BC CSI:0.799 Max Web CSI:0.855 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG04 Ply: 2 Qty:1 Wgt: 294.0 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W1 W2 W1 W2W1 W2 W1 W1W2 W1 W2 W1 W2 W1 W3 W1 W4 W1 24'9" 2'8"14 2'8"14 5'2"3 2'5"6 7'7"9 2'5"6 9'11"2 2'3"10 12'4"8 2'5"6 14'8"2 2'3"10 17'1"7 2'5"6 19'6"13 2'5"6 21'10"10 2'3"14 24'4"1 2'5"7 24'9" 4"14 2'4"14 2'4"14 4'10"11 2'5"14 7'4"1 2'5"6 9'8"14 2'4"14 12'6"4 2'9"6 14'11"10 2'5"6 17'4"15 2'5"6 19'11"13 2'6"14 22'5"2 2'5"6 24'9" 2'3"141'8"10'1"2 A B C D E F G H I J K LMNOPQRSTUV 6X6(**) 3X4(**)4X8 5X5 5X5 5X5 8X8(**) 3X4 3X4 5X7(**) 4X10 4X10 6X10 6X8(**) 4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP #2; B2 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #1; W3,W4,W7,W82x4 SP #2; W5,W6 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 3.50" o.c. (Each Row)Bot Chord: 1 Row @12.00" 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.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 2.44 TC: From 50 plf at 2.44 to 50 plf at 19.04BC: From 10 plf at 0.00 to 10 plf at 2.44BC: From 5 plf at 2.44 to 5 plf at 19.04TC: 1335 lb Conc. Load at 2.44, 3.77, 5.77, 7.779.77,11.77,13.77,15.77,17.77 Plating Notes All plates are 6X8 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 positioning requirements. Purlins In 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 19.04 BC 120 0.00 19.04Apply 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 X 6452 /-/-/-/-/- M 6744 /-/-/-/-/- X Brg Wid = 5.5 Min Req =2.5 (Truss) M Brg Wid = 3.5 Min Req =2.4 (Support) Bearings X & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3064 B - C 0 -5533 C - D 0 -7797 D - E 0 -7980 E - F 0 -8701 F - G 0 -8701 Chords Tens.Comp. G - H 0 -8423 H - I 0 -7685 I - J 0 -6494 J - K 0 -4826 K - L 0 -2609 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - W 36 0 W -V 3834 0V - U 6164 0 U - T 7980 0 T - S 8072 0 S - R 8601 0 Chords Tens.Comp. R - Q 7995 0 Q - P 6950 0P - O 5414 0 O - N 3378 0 N - M 40 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - X 0 -2060 A - W 3602 0W -B 0 -2170 B - V 2294 0 V - C 0 -1779 C - U 2146 0 U - D 0 -980 T - E 1 -495 E - S 828 -44 F - S 0 -456 S - G 134 -22 Webs Tens.Comp. G - R 0 -503 R - H 638 0H - Q 0 -872 Q - I 1095 0 I - P 0 -1286 P - J 1608 0 J - O 0 -1658 O - K 2156 0 K - N 0 -2167 N - L 3194 0 L - M 0 -2125 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.352 F 649 480 VERT(CL):0.484 F 472 360 HORZ(LL):0.058 A - - HORZ(TL):0.079 A - - Creep Factor: 2.0 Max TC CSI:0.617 Max BC CSI:0.891 Max Web CSI:0.901 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG05 Ply: 3 Qty:1 Wgt: 424.2 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W1 W3 W1 W4 W1 W1 W5 W1W6 W1W6 W1W6 W1W6 W1 W7 W1 W8 W1 19'0"8 2'4" 2'4" 4'1"8 1'9"8 5'9"4 1'7"12 8' 2'2"12 9'4"14 1'4"14 10'8"13 1'3"14 12'3"7 1'6"10 13'10"1 1'6"10 15'4"11 1'6"10 16'11"6 1'6"10 19'0"8 2'1"2 1'10" 1'10" 3'8" 1'10" 5'6"8 1'10"8 7'9"4 2'2"12 9'4"14 1'7"10 11'2"5 1'9"6 12'8"15 1'6"10 14'3"9 1'6"10 15'10"3 1'6"10 17'4"14 1'6"10 19'0"8 1'7"101'8"10'1"2 A B C D E F G H I J K L MNOPQRSTUVWX 6X10(**) 4X5 6X12 H1010(**)(I) 3X4 3X4 3X8 3X4 6X10 8X8(**) 3X8 3X8 4X8 4X8 5X7 5X7 6X10 6X10(**) 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x6 SP 2400f-2.0E;Bot chord: 2x6 SP #2; B2 2x6 SP 2400f-2.0E;Webs: 2x6 SP #2; W2 2x4 SP #1; W3,W4,W7,W82x4 SP #2; W5,W6 2x4 SP #3; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 2 Rows @ 3.50" o.c. (Each Row)Bot Chord: 1 Row @12.00" 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.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 2.44 TC: From 50 plf at 2.44 to 50 plf at 19.04BC: From 10 plf at 0.00 to 10 plf at 2.44BC: From 5 plf at 2.44 to 5 plf at 19.04TC: 1335 lb Conc. Load at 2.44, 3.77, 5.77, 7.779.77,11.77,13.77,15.77,17.77 Plating Notes All plates are 6X8 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 positioning requirements. Purlins In 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 19.04 BC 120 0.00 19.04Apply 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 X 6452 /-/-/-/-/- M 6744 /-/-/-/-/- X Brg Wid = 5.5 Min Req =2.5 (Truss) M Brg Wid = 3.5 Min Req =2.4 (Support) Bearings X & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -3064 B - C 0 -5533 C - D 0 -7797 D - E 0 -7980 E - F 0 -8701 F - G 0 -8701 Chords Tens.Comp. G - H 0 -8423 H - I 0 -7685 I - J 0 -6494 J - K 0 -4826 K - L 0 -2609 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. X - W 36 0 W -V 3834 0V - U 6164 0 U - T 7980 0 T - S 8072 0 S - R 8601 0 Chords Tens.Comp. R - Q 7995 0 Q - P 6950 0P - O 5414 0 O - N 3378 0 N - M 40 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - X 0 -2060 A - W 3602 0W -B 0 -2170 B - V 2294 0 V - C 0 -1779 C - U 2146 0 U - D 0 -980 T - E 1 -495 E - S 828 -44 F - S 0 -456 S - G 134 -22 Webs Tens.Comp. G - R 0 -503 R - H 638 0H - Q 0 -872 Q - I 1095 0 I - P 0 -1286 P - J 1608 0 J - O 0 -1658 O - K 2156 0 K - N 0 -2167 N - L 3194 0 L - M 0 -2125 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.352 F 649 480 VERT(CL):0.484 F 472 360 HORZ(LL):0.058 A - - HORZ(TL):0.079 A - - Creep Factor: 2.0 Max TC CSI:0.617 Max BC CSI:0.891 Max Web CSI:0.901 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FG05 Ply: 3 Qty:1 Wgt: 424.2 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W1 W3 W1 W4 W1 W1 W5 W1W6 W1W6 W1W6 W1W6 W1 W7 W1 W8 W1 19'0"8 2'4" 2'4" 4'1"8 1'9"8 5'9"4 1'7"12 8' 2'2"12 9'4"14 1'4"14 10'8"13 1'3"14 12'3"7 1'6"10 13'10"1 1'6"10 15'4"11 1'6"10 16'11"6 1'6"10 19'0"8 2'1"2 1'10" 1'10" 3'8" 1'10" 5'6"8 1'10"8 7'9"4 2'2"12 9'4"14 1'7"10 11'2"5 1'9"6 12'8"15 1'6"10 14'3"9 1'6"10 15'10"3 1'6"10 17'4"14 1'6"10 19'0"8 1'7"101'8"10'1"2 A B C D E F G H I J K L MNOPQRSTUVWX 6X10(**) 4X5 6X12 H1010(**)(I) 3X4 3X4 3X8 3X4 6X10 8X8(**) 3X8 3X8 4X8 4X8 5X7 5X7 6X10 6X10(**) 3X8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 7.23BC 85 0.19 7.23Apply 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 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 I*107 /-/-/-/-/- I Brg Wid = 89.0 Min Req =- Bearing O 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. O - N 0 0 N - M 0 0 M - L 0 0 Chords Tens.Comp. L - K 0 0 K - J 0 0 J - I 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - O 0 -38 A - P 0 -29 G - H 0 -29 Webs Tens.Comp. I - H 0 -6 H - I 0 -31 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. B - N 0 -121 C - M 0 -137 D - L 0 -132 Gables Tens.Comp. E - K 0 -137 F - J 0 -121 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 E 999 240 VERT(CL):0.000 E 999 180 HORZ(LL):0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 2.0 Max TC CSI:0.132 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE06 Ply: 1 Qty:1 Wgt: 45.9 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 M1 3"8 7'5" 11" 1'4" (TYP)1'8"10'1"2 A B C D E F G H I JKLMN O P 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 7.23BC 85 0.19 7.23Apply 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 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 I*107 /-/-/-/-/- I Brg Wid = 89.0 Min Req =- Bearing O 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. O - N 0 0 N - M 0 0 M - L 0 0 Chords Tens.Comp. L - K 0 0 K - J 0 0 J - I 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. P - O 0 -38 A - P 0 -29 G - H 0 -29 Webs Tens.Comp. I - H 0 -6 H - I 0 -31 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. B - N 0 -121 C - M 0 -137 D - L 0 -132 Gables Tens.Comp. E - K 0 -137 F - J 0 -121 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 E 999 240 VERT(CL):0.000 E 999 180 HORZ(LL):0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 2.0 Max TC CSI:0.132 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE06 Ply: 1 Qty:1 Wgt: 45.9 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 M1 3"8 7'5" 11" 1'4" (TYP)1'8"10'1"2 A B C D E F G H I JKLMN O P 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 6.77BC 79 0.19 6.77Apply 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 H*106 /-/-/-/-/- H Brg Wid = 83.5 Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 Chords Tens.Comp. D - E 0 -1 E - F 0 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1 0 L - K 1 0 K - J 1 0 Chords Tens.Comp. J - I 1 0 I - H 1 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - M 0 -53 A - N 0 -44 F - G 0 -58 Webs Tens.Comp. H - G 0 -8 G - H 0 -58 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. B - L 0 -137 C - K 0 -134 Gables Tens.Comp. D - J 0 -127 E - I 0 -158 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 F 999 480 VERT(CL):0.001 F 999 360 HORZ(LL):-0.000 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.204 Max BC CSI:0.039 Max Web CSI:0.037 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE07 Ply: 1 Qty:1 Wgt: 43.1 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 3"8 6'11"8 1'2"8 1'4" (TYP)1'8"10'1"2 A B C D E F G H IJKL M N 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 6.77BC 79 0.19 6.77Apply 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 H*106 /-/-/-/-/- H Brg Wid = 83.5 Min Req =- Bearing M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 Chords Tens.Comp. D - E 0 -1 E - F 0 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1 0 L - K 1 0 K - J 1 0 Chords Tens.Comp. J - I 1 0 I - H 1 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - M 0 -53 A - N 0 -44 F - G 0 -58 Webs Tens.Comp. H - G 0 -8 G - H 0 -58 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. B - L 0 -137 C - K 0 -134 Gables Tens.Comp. D - J 0 -127 E - I 0 -158 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 F 999 480 VERT(CL):0.001 F 999 360 HORZ(LL):-0.000 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.204 Max BC CSI:0.039 Max Web CSI:0.037 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE07 Ply: 1 Qty:1 Wgt: 43.1 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 3"8 6'11"8 1'2"8 1'4" (TYP)1'8"10'1"2 A B C D E F G H IJKL M N 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 5.44BC 63 0.19 5.44Apply 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 G*106 /-/-/-/-/- G Brg Wid = 67.5 Min Req =- Bearing K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 Chords Tens.Comp. C - D 0 -1 D - E 0 -1 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. K - J 1 0 J - I 1 0 Chords Tens.Comp. I - H 1 0 H - G 1 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - K 0 -59 A - L 0 -51 E - F 0 -51 Webs Tens.Comp. G - F 0 -8 F - G 0 -51 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - J 0 -148 C - I 0 -127 Gables Tens.Comp. D - H 0 -148 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 E 999 480 VERT(CL):0.001 E 999 360 HORZ(LL):-0.000 K - - HORZ(TL):0.000 K - - Creep Factor: 2.0 Max TC CSI:0.174 Max BC CSI:0.034 Max Web CSI:0.035 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE08 Ply: 1 Qty:1 Wgt: 34.7 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 3"8 5'7"8 1'4"4 1'4" (TYP)1'8"10'1"2 A B C D E F G HIJ K L 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 5.44BC 63 0.19 5.44Apply 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 G*106 /-/-/-/-/- G Brg Wid = 67.5 Min Req =- Bearing K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1 B - C 0 -1 Chords Tens.Comp. C - D 0 -1 D - E 0 -1 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. K - J 1 0 J - I 1 0 Chords Tens.Comp. I - H 1 0 H - G 1 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - K 0 -59 A - L 0 -51 E - F 0 -51 Webs Tens.Comp. G - F 0 -8 F - G 0 -51 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - J 0 -148 C - I 0 -127 Gables Tens.Comp. D - H 0 -148 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 E 999 480 VERT(CL):0.001 E 999 360 HORZ(LL):-0.000 K - - HORZ(TL):0.000 K - - Creep Factor: 2.0 Max TC CSI:0.174 Max BC CSI:0.034 Max Web CSI:0.035 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE08 Ply: 1 Qty:1 Wgt: 34.7 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 3"8 5'7"8 1'4"4 1'4" (TYP)1'8"10'1"2 A B C D E F G HIJ K L 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the 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 11.56BC 120 0.19 11.56Apply 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 70 /-/-/-/-/- L*106 /-/-/-/-/- U Brg Wid = 5.5 Min Req =2.7 L Brg Wid = 135 Min Req =- Bearings U & U 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 Chords Tens.Comp. F - G 0 0 G - H 0 0 H - I 0 0 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 0 0 T - S 0 0 S - R 0 0R - Q 0 0 Q - P 0 0 Chords Tens.Comp. P - O 0 0 O - N 0 0 N - M 0 0M - L 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. V - U 0 -64 A - V 0 -56 J - K 0 -16 Webs Tens.Comp. L - K 0 -7 K - L 0 -19 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - T 0 -155 C - S 0 -128 D - R 0 -134 E - Q 0 -133 Gables Tens.Comp. F - P 0 -134 G - O 0 -132 H - N 0 -138 I - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 480 VERT(CL):0.000 B 999 360 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.115 Max BC CSI:0.023 Max Web CSI:0.036 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE09 Ply: 1 Qty:1 Wgt: 65.5 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 M1 M1 M1 M1 3"8 11'9" 1'5"8 1'4" (TYP)1'8"10'1"2 A B C D E F G H I J K L MNOPQRST U V 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #2;Bot chord: 4x2 SP #2;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the 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 11.56BC 120 0.19 11.56Apply 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 70 /-/-/-/-/- L*106 /-/-/-/-/- U Brg Wid = 5.5 Min Req =2.7 L Brg Wid = 135 Min Req =- Bearings U & U 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 Chords Tens.Comp. F - G 0 0 G - H 0 0 H - I 0 0 I - J 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 0 0 T - S 0 0 S - R 0 0R - Q 0 0 Q - P 0 0 Chords Tens.Comp. P - O 0 0 O - N 0 0 N - M 0 0M - L 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. V - U 0 -64 A - V 0 -56 J - K 0 -16 Webs Tens.Comp. L - K 0 -7 K - L 0 -19 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - T 0 -155 C - S 0 -128 D - R 0 -134 E - Q 0 -133 Gables Tens.Comp. F - P 0 -134 G - O 0 -132 H - N 0 -138 I - M 0 -112 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 480 VERT(CL):0.000 B 999 360 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.115 Max BC CSI:0.023 Max Web CSI:0.036 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE09 Ply: 1 Qty:1 Wgt: 65.5 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 M1 M1 M1 M1 M1 M1 M1 3"8 11'9" 1'5"8 1'4" (TYP)1'8"10'1"2 A B C D E F G H I J K L MNOPQRST U V 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 1.81BC 19 0.19 1.81Apply 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 E*97 /-/-/-/-/- E Brg Wid = 24.0 Min Req =- Bearing G 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. G - F 0 0 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H - G 0 -40 A - H 0 -31 C - D 0 -31 Webs Tens.Comp. E - D 0 -6 D - E 0 -34 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - F 0 -100 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 480 VERT(CL):0.000 C 999 360 HORZ(LL):-0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.014 Max Web CSI:0.023 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE10 Ply: 1 Qty:1 Wgt: 17.9 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 3"8 2'1'8"10'1"2 A B C D E F G H 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 1.81BC 19 0.19 1.81Apply 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 E*97 /-/-/-/-/- E Brg Wid = 24.0 Min Req =- Bearing G 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. G - F 0 0 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H - G 0 -40 A - H 0 -31 C - D 0 -31 Webs Tens.Comp. E - D 0 -6 D - E 0 -34 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - F 0 -100 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 480 VERT(CL):0.000 C 999 360 HORZ(LL):-0.000 G - - HORZ(TL):0.000 G - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.014 Max Web CSI:0.023 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE10 Ply: 1 Qty:1 Wgt: 17.9 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W2 W1 M1 3"8 2'1'8"10'1"2 A B C D E F G H 3X3 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #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 19.69BC 120 0.19 19.69Apply 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 S*109 /-/-/-/-/- S Brg Wid = 238 Min Req =- Bearing AI 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 P - Q 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AI-AH 0 0 AH-AG 0 0AG-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 0Y - 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. AJ-AI 0 -52 A -AJ 0 -44 Q - R 0 -38 Webs Tens.Comp. S - R 0 -7 R - S 0 -39 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AH 0 -138 C -AG 0 -133 D -AF 0 -133 E -AE 0 -133 F -AD 0 -133 G -AC 0 -133 H -AB 0 -133 Gables Tens.Comp. J -AA 0 -133 K - Z 0 -133 L - Y 0 -133 M - W 0 -133 N - V 0 -133 O - U 0 -135 P - T 0 -130 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 Q 999 480 VERT(CL):0.000 Q 999 360 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.147 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE11 Ply: 1 Qty:1 Wgt: 104.7 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W2W1M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M13"8 19'10"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 QR STUVWXYZAAABACADAEAFAGAHAI AJ 3X3 W=3X4 W=3X4 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 4x2 SP #3;Bot chord: 4x2 SP #3;Webs: 4x2 SP #3; Bracing Sheathing is required for any longitudinal(drag)forces. All connections to be designed by the 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 19.69BC 120 0.19 19.69Apply 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 S*109 /-/-/-/-/- S Brg Wid = 238 Min Req =- Bearing AI 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 P - Q 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AI-AH 0 0 AH-AG 0 0AG-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 0Y - 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. AJ-AI 0 -52 A -AJ 0 -44 Q - R 0 -38 Webs Tens.Comp. S - R 0 -7 R - S 0 -39 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AH 0 -138 C -AG 0 -133 D -AF 0 -133 E -AE 0 -133 F -AD 0 -133 G -AC 0 -133 H -AB 0 -133 Gables Tens.Comp. J -AA 0 -133 K - Z 0 -133 L - Y 0 -133 M - W 0 -133 N - V 0 -133 O - U 0 -135 P - T 0 -130 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 Q 999 480 VERT(CL):0.000 Q 999 360 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.147 Max BC CSI:0.032 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FGE11 Ply: 1 Qty:1 Wgt: 104.7 lbs DRW: .../...01/30/2024 T1 T2 B1 B2 W1 W2 W2W1M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M13"8 19'10"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 QR STUVWXYZAAABACADAEAFAGAHAI AJ 3X3 W=3X4 W=3X4 3X3 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W5 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" 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.In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0"length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.38 to 55 plf at 1.50TC: From 27 plf at 1.50 to 27 plf at 25.42TC: From 55 plf at 25.42 to 55 plf at 30.96BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 5 plf at 0.00 to 5 plf at 27.42 BC: From 4 plf at 27.42 to 4 plf at 30.96BC: 1427 lb Conc. Load at 1.50, 2.83, 4.42, 6.428.42, 9.42,11.42,13.42,15.42,17.42,19.42,21.4223.42,25.42 Plating Notes (**) 7 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 -1.38 13.71 TC 24 13.71 30.96BC 120 0.15 27.27Apply 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 is4-11-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 11156 /-/-/-/185 /- H 10101 /-/-/-/261 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =3.3 (Support) H Brg Wid = 5.5 Min Req =3.0 (Support)Bearings O & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 6 -3 B - C 79 -7184 C - D 68 -5944 D - E 50 -4296 Chords Tens.Comp. E - F 50 -4296 F - G 63 -5673 G - H 59 -6646 H - I 17 -7 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 6815 -73 N - M 6765 -74 M - L 5520 -62 Chords Tens.Comp. L - K 5284 -58 K - J 6259 -54 J - H 6299 -53 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 755 0 C - M 12 -1190 M - D 1461 -1 D - L 20 -1742 E - L 2668 -16 Webs Tens.Comp. L - F 16 -1457 F - K 1212 0 K - G 0 -927 G - J 616 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.320 L 999 325 VERT(CL):0.511 L 637 325 HORZ(LL):0.078 H - - HORZ(TL):0.124 H - - Creep Factor: 2.0 Max TC CSI:0.735 Max BC CSI:0.732 Max Web CSI:0.741 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FT01 Ply: 4 Qty:1 Wgt: 638.4 lbs DRW: .../...01/30/2024 T1 T2 T3 B1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 27'5" 4'7"7 4'7"7 9'2"13 4'7"7 13'8"8 4'5"11 18'2"5 4'5"13 22'9"9 4'7"4 27'5" 4'7"7 4'5"11 4'5"11 8'11"5 4'5"11 13'8"8 4'9"3 18'5"11 4'9"3 22'11"5 4'5"11 27'5" 4'5"111'4"8 3'6"8 4"34'11"6'0"1110'1"2A B C D E F G H IJKLMNO 4 12 3X8(**) 4X10(**) 4X4 4X5 5X5(R) 5X7 6X6(**) 10X12(**) 5X7(**) 5X5 4X5 3X4 3X8(**) 4X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #3; W5 2x4 SP #2; Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" 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.In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0"length wood screw at each joint location. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at -1.38 to 55 plf at 1.50TC: From 27 plf at 1.50 to 27 plf at 25.42TC: From 55 plf at 25.42 to 55 plf at 30.96BC: From 4 plf at -1.38 to 4 plf at 0.00BC: From 5 plf at 0.00 to 5 plf at 27.42 BC: From 4 plf at 27.42 to 4 plf at 30.96BC: 1427 lb Conc. Load at 1.50, 2.83, 4.42, 6.428.42, 9.42,11.42,13.42,15.42,17.42,19.42,21.4223.42,25.42 Plating Notes (**) 7 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 -1.38 13.71 TC 24 13.71 30.96BC 120 0.15 27.27Apply 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 is4-11-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 11156 /-/-/-/185 /- H 10101 /-/-/-/261 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =3.3 (Support) H Brg Wid = 5.5 Min Req =3.0 (Support)Bearings O & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 6 -3 B - C 79 -7184 C - D 68 -5944 D - E 50 -4296 Chords Tens.Comp. E - F 50 -4296 F - G 63 -5673 G - H 59 -6646 H - I 17 -7 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 6815 -73 N - M 6765 -74 M - L 5520 -62 Chords Tens.Comp. L - K 5284 -58 K - J 6259 -54 J - H 6299 -53 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 755 0 C - M 12 -1190 M - D 1461 -1 D - L 20 -1742 E - L 2668 -16 Webs Tens.Comp. L - F 16 -1457 F - K 1212 0 K - G 0 -927 G - J 616 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 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.320 L 999 325 VERT(CL):0.511 L 637 325 HORZ(LL):0.078 H - - HORZ(TL):0.124 H - - Creep Factor: 2.0 Max TC CSI:0.735 Max BC CSI:0.732 Max Web CSI:0.741 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:FT01 Ply: 4 Qty:1 Wgt: 638.4 lbs DRW: .../...01/30/2024 T1 T2 T3 B1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 27'5" 4'7"7 4'7"7 9'2"13 4'7"7 13'8"8 4'5"11 18'2"5 4'5"13 22'9"9 4'7"4 27'5" 4'7"7 4'5"11 4'5"11 8'11"5 4'5"11 13'8"8 4'9"3 18'5"11 4'9"3 22'11"5 4'5"11 27'5" 4'5"111'4"8 3'6"8 4"34'11"6'0"1110'1"2A B C D E F G H IJKLMNO 4 12 3X8(**) 4X10(**) 4X4 4X5 5X5(R) 5X7 6X6(**) 10X12(**) 5X7(**) 5X5 4X5 3X4 3X8(**) 4X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #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. (**) 10 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 -1.38 2.00 TC 24 0.64 17.11TC 24 17.11 26.62TC 24 26.62 39.62TC 24 37.92 41.29BC 75 0.00 39.62Apply 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. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/237. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" oc intervals. 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 is10-0-4. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*64 /-/-/26 /28 /8 AC 254 /-/-/122 /86 /- Wind reactions based on MWFRS B Brg Wid = 473 Min Req =- AC Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & AC are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 189 -257 A - B 42 0 B - C 115 -174 C - D 219 -228 D - E 199 -191 E - F 190 -170F - G 178 -144 G - H 169 -128 H - I 170 -116 I - J 187 -104 J - K 230 -92 K - L 274 -79 L - M 323 -67 M - N 362 -54 N - O 362 -42 Chords Tens.Comp. O - P 323 -28 P - Q 274 -14 Q - R 230 -2 R - S 187 -1 S - T 144 -32 T - U 98 -64U - V 57 -67 V - W 52 -58 W -X 54 -49 X - Y 55 -57 Y - Z 57 -74 Z -AA 52 -82 AA-AB 68 -142 AB-AC 196 -264 AC-AD 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BB 246 -79 BB-BA 251 -79 BA-AZ 253 -79 AZ-AY 254 -79 AY-AX 256 -79 AX-AW 257 -79AW-AV 258 -79 AV-AU 258 -79 AU-AT 259 -79 AT-AS 260 -79 AS-AR 261 -79 AR-AQ 261 -79 AQ-AP 260 -78 Chords Tens.Comp. AP-AO 259 -78 AO-AN 258 -77 AN-AM 258 -77 AM-AL 257 -76 AL-AK 256 -75 AK-AJ 251 -74AJ-AI 250 -74 AI-AH 249 -74 AH-AG 247 -73 AG-AF 246 -73 AF-AE 246 -73 AE-AC 241 -71 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens.Comp. Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.72 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 AB 999 409 VERT(CL):0.034 AB 999 409 HORZ(LL):0.013 AB - - HORZ(TL):0.015 AB - - Creep Factor: 2.0 Max TC CSI:0.307 Max BC CSI:0.252 Max Web CSI:0.870 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE01 Ply: 1 Qty:2 Wgt: 326.2 lbs Page 1 of 2 DRW: .../...01/30/2024 SC1 T1 T2 T3 T4 SC2 B1 B2 B3 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M10 M9 M8 M7 M6 M5 M4 M12 M13 M14 M15 M16 M17 39'11" 3'9"5 1'4" (TYP) 5"2 5"2 1'10"4 1'5"2 17'1"5 15'3"1 26'7"7 9'6"3 38'0"2 11'4"10 39'2" 1'1"14 39'11" 9" 39'11" 39'11"1'4"8 1'4"8 3'4"8 (NNL) 3'4"8 (NNL) 4"9 4"3 4'5"1110'0"410'9"6(a)(a)(a)(a)(a)(b)(a)(a) (a) (a)(a)20'11"A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABB 7 12 412 4X5(**) 3X8(C6)3X4(**) 5X5(**) 5X5(**) 5X7(**) 5X5(**) 5X5(**) 3X4(**)4X5(**)4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 10 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 -1.38 2.00 TC 24 0.64 17.11TC 24 17.11 26.62TC 24 26.62 39.62TC 24 37.92 41.29BC 75 0.00 39.62Apply 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. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/237. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder. (b) 2x6 SP/DF #2 or better "L" reinforcement. 80%length of web member. Attach with 10d (0.131"x3",min.)nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1. Stacked top chord must NOT be notched or cut inarea (NNL). Dropped top chord braced at 24" oc intervals. 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 is10-0-4. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*64 /-/-/26 /28 /8 AC 254 /-/-/122 /86 /- Wind reactions based on MWFRS B Brg Wid = 473 Min Req =- AC Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings B & AC are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 189 -257 A - B 42 0 B - C 115 -174 C - D 219 -228 D - E 199 -191 E - F 190 -170F - G 178 -144 G - H 169 -128 H - I 170 -116 I - J 187 -104 J - K 230 -92 K - L 274 -79 L - M 323 -67 M - N 362 -54 N - O 362 -42 Chords Tens.Comp. O - P 323 -28 P - Q 274 -14 Q - R 230 -2 R - S 187 -1 S - T 144 -32 T - U 98 -64U - V 57 -67 V - W 52 -58 W -X 54 -49 X - Y 55 -57 Y - Z 57 -74 Z -AA 52 -82 AA-AB 68 -142 AB-AC 196 -264 AC-AD 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BB 246 -79 BB-BA 251 -79 BA-AZ 253 -79 AZ-AY 254 -79 AY-AX 256 -79 AX-AW 257 -79AW-AV 258 -79 AV-AU 258 -79 AU-AT 259 -79 AT-AS 260 -79 AS-AR 261 -79 AR-AQ 261 -79 AQ-AP 260 -78 Chords Tens.Comp. AP-AO 259 -78 AO-AN 258 -77 AN-AM 258 -77 AM-AL 257 -76 AL-AK 256 -75 AK-AJ 251 -74AJ-AI 250 -74 AI-AH 249 -74 AH-AG 247 -73 AG-AF 246 -73 AF-AE 246 -73 AE-AC 241 -71 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp.Gables Tens.Comp. Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.72 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 AB 999 409 VERT(CL):0.034 AB 999 409 HORZ(LL):0.013 AB - - HORZ(TL):0.015 AB - - Creep Factor: 2.0 Max TC CSI:0.307 Max BC CSI:0.252 Max Web CSI:0.870 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE01 Ply: 1 Qty:2 Wgt: 326.2 lbs Page 1 of 2 DRW: .../...01/30/2024 SC1 T1 T2 T3 T4 SC2 B1 B2 B3 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 M11 M10 M9 M8 M7 M6 M5 M4 M12 M13 M14 M15 M16 M17 39'11" 3'9"5 1'4" (TYP) 5"2 5"2 1'10"4 1'5"2 17'1"5 15'3"1 26'7"7 9'6"3 38'0"2 11'4"10 39'2" 1'1"14 39'11" 9" 39'11" 39'11"1'4"8 1'4"8 3'4"8 (NNL) 3'4"8 (NNL) 4"9 4"3 4'5"1110'0"410'9"6(a)(a)(a)(a)(a)(b)(a)(a) (a) (a)(a)20'11"A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABB 7 12 412 4X5(**) 3X8(C6)3X4(**) 5X5(**) 5X5(**) 5X7(**) 5X5(**) 5X5(**) 3X4(**)4X5(**)4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau D -BB 132 -143 E -BA 61 -50F -AZ 76 -76 G -AY 75 -75 H -AX 73 -73 I -AW 76 -75 J -AV 75 -74 K -AU 75 -74 L -AT 85 -74 M -AS 70 -86 N -AR 31 -301 AQ- O 70 -86 AP- P 85 -74 AO- Q 75 -74AN- R 75 -74 AM- S 75 -74 AL- T 81 -81 AK- U 95 -61 AJ- V 107 -71 AI- W 114 -73 AH- X 89 -73 AG- Y 65 -78 AF- Z 14 -5 AE-AA 176 -235 Job Number:24269 Cellar Residence Truss Label:GE01 Ply: 1 Qty:2 Wgt: 326.2 lbs Page 2 of 2 DRW: .../...01/30/2024 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 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 -1.38 2.00 TC 24 0.00 5.96TC 24 5.96 11.92TC 24 9.92 13.29BC 75 0.00 11.92Apply 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. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/857. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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 is3-10-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*80 /-/-/32 /35 /12 Wind reactions based on MWFRS B Brg Wid = 142 Min Req =- Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 58 -64 C - D 43 -20 D - E 108 -23 E - F 166 -30 Chords Tens.Comp. F - G 166 -42 G - H 116 -55 H - I 70 -77 I - J 62 -90 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 161 -47 P - O 168 -49 O - N 171 -50 Chords Tens.Comp. N - M 171 -50 M - L 168 -50 L - J 162 -51 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - P 208 -132 E - O 106 -65 F - N 18 -91 Gables Tens.Comp. M - G 107 -65 L - H 206 -132 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.78 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.005 I 999 240 VERT(CL):0.007 I 999 180 HORZ(LL):-0.004 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.305 Max BC CSI:0.093 Max Web CSI:0.330 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 70.0 lbs DRW: .../...01/30/2024 SC1 T1 T1 SC2 B1 M1 M2 M3 M2 M1 11'11" 3'3"8 1'4" (TYP) 1'10"4 1'10"4 5'11"8 4'1"4 10'0"12 4'1"4 11'11" 1'10"4 11'11" 11'11"1'4"8 1'4"8 3'4"8 (NNL) 3'4"8 (NNL) 8"53'10"4'3"520'11"A B C D E F G H I J K LMNOP 7 12 5X7(**) 3X4(**) 5X5(**) 3X4(**) 5X7(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; 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 -1.38 2.00 TC 24 0.00 5.96TC 24 5.96 11.92TC 24 9.92 13.29BC 75 0.00 11.92Apply 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. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind load applied to face. Calculated deflection ratio is L/857. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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 is3-10-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*80 /-/-/32 /35 /12 Wind reactions based on MWFRS B Brg Wid = 142 Min Req =- Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 35 0 B - C 58 -64 C - D 43 -20 D - E 108 -23 E - F 166 -30 Chords Tens.Comp. F - G 166 -42 G - H 116 -55 H - I 70 -77 I - J 62 -90 J - K 35 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 161 -47 P - O 168 -49 O - N 171 -50 Chords Tens.Comp. N - M 171 -50 M - L 168 -50 L - J 162 -51 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - P 208 -132 E - O 106 -65 F - N 18 -91 Gables Tens.Comp. M - G 107 -65 L - H 206 -132 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.78 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.005 I 999 240 VERT(CL):0.007 I 999 180 HORZ(LL):-0.004 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.305 Max BC CSI:0.093 Max Web CSI:0.330 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE03 Ply: 1 Qty:1 Wgt: 70.0 lbs DRW: .../...01/30/2024 SC1 T1 T1 SC2 B1 M1 M2 M3 M2 M1 11'11" 3'3"8 1'4" (TYP) 1'10"4 1'10"4 5'11"8 4'1"4 10'0"12 4'1"4 11'11" 1'10"4 11'11" 11'11"1'4"8 1'4"8 3'4"8 (NNL) 3'4"8 (NNL) 8"53'10"4'3"520'11"A B C D E F G H I J K LMNOP 7 12 5X7(**) 3X4(**) 5X5(**) 3X4(**) 5X7(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Stack Chord: SC2 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (**) 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 -1.38 2.21 TC 24 0.29 8.96TC 24 8.96 17.62TC 24 15.70 19.29BC 120 0.29 17.62Apply 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/999. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1. 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 is3-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 661 /-/-/283 /206 /67 L 661 /-/-/283 /206 /- Wind reactions based on MWFRS U Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings U & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 0 B - C 846 -1180 C - D 812 -1143 D - E 846 -1122 E - F 854 -1101 F - G 881 -1101 Chords Tens.Comp. G - H 880 -1101 H - I 854 -1101 I - J 845 -1122 J - K 811 -1143 K - L 850 -1180 L - M 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1071 -671T - S 1068 -667 S - R 1068 -667 R - Q 1066 -665 Chords Tens.Comp. Q - P 1066 -665P - O 1068 -666 O - N 1068 -667 N - L 1071 -671 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - T 111 -91 E - S 21 -7 F - R 95 -78G - Q 416 -315 Gables Tens.Comp. P - H 95 -78 O - I 21 -7 N - J 111 -91 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.256 N 812 240 VERT(CL):0.444 N 468 207 HORZ(LL):0.057 D - - HORZ(TL):0.103 D - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.878 Max Web CSI:0.234 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE05 Ply: 1 Qty:1 Wgt: 91.0 lbs DRW: .../...01/30/2024 SC1 T1 T1 SC2 B1 B1 M1 M2 M3 M4 M3 M2 M1 17'11" 4'11"8 1'4"(TYP) 9" 9" 2'1"7 1'4"7 8'11"8 6'10"1 15'9"9 6'10"1 17'2" 1'4"7 17'11" 9" 17'11" 17'11"1'4"8 1'4"8 3'7"1 (NNL) 3'7"1 (NNL) 4"33'0"53'5"510'1"2A B C D E F G H I J K L M NOPQRSTU 4 12 3X4(**) 3X8(**)3X4(**) 5X5(**) 5X7(**) 3X4(**)3X4(**)3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Stack Chord: SC2 2x4 SP #2; Plating Notes All plates are 3X4 except as noted. (**) 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 -1.38 2.21 TC 24 0.29 8.96TC 24 8.96 17.62TC 24 15.70 19.29BC 120 0.29 17.62Apply 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/999. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the BuildingDesigner in accordance with ANSI/TPI 1. 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 is3-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 661 /-/-/283 /206 /67 L 661 /-/-/283 /206 /- Wind reactions based on MWFRS U Brg Wid = 5.5 Min Req =1.5 (Truss) L Brg Wid = 5.5 Min Req =1.5 (Truss)Bearings U & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 0 B - C 846 -1180 C - D 812 -1143 D - E 846 -1122 E - F 854 -1101 F - G 881 -1101 Chords Tens.Comp. G - H 880 -1101 H - I 854 -1101 I - J 845 -1122 J - K 811 -1143 K - L 850 -1180 L - M 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1071 -671T - S 1068 -667 S - R 1068 -667 R - Q 1066 -665 Chords Tens.Comp. Q - P 1066 -665P - O 1068 -666 O - N 1068 -667 N - L 1071 -671 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - T 111 -91 E - S 21 -7 F - R 95 -78G - Q 416 -315 Gables Tens.Comp. P - H 95 -78 O - I 21 -7 N - J 111 -91 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.256 N 812 240 VERT(CL):0.444 N 468 207 HORZ(LL):0.057 D - - HORZ(TL):0.103 D - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.878 Max Web CSI:0.234 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE05 Ply: 1 Qty:1 Wgt: 91.0 lbs DRW: .../...01/30/2024 SC1 T1 T1 SC2 B1 B1 M1 M2 M3 M4 M3 M2 M1 17'11" 4'11"8 1'4"(TYP) 9" 9" 2'1"7 1'4"7 8'11"8 6'10"1 15'9"9 6'10"1 17'2" 1'4"7 17'11" 9" 17'11" 17'11"1'4"8 1'4"8 3'7"1 (NNL) 3'7"1 (NNL) 4"33'0"53'5"510'1"2A B C D E F G H I J K L M NOPQRSTU 4 12 3X4(**) 3X8(**)3X4(**) 5X5(**) 5X7(**) 3X4(**)3X4(**)3X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Rt Bearing Leg: 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 -1.38 2.21 TC 24 1.60 10.00BC 113 0.29 9.71Apply 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/999. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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 is2-6-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 418 /-/-/235 /130 /97 H 303 /-/-/261 /109 /- Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 1.5 Min Req =1.5 (Support)Bearings M & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 782 -833 C - D 366 -464 Chords Tens.Comp. D - E 398 -435 E - F 413 -426 F - G 46 -67 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 433 -484 L - K 431 -479 Chords Tens.Comp. K - J 430 -478 J - I 412 -460 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - L 136 -66 F - I 723 -649 Webs Tens.Comp. H - I 396 -432 G - H 677 -676 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - K 54 -41 Gables Tens.Comp. J - F 320 -298 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.137 L 845 240 VERT(CL):0.214 L 541 180 HORZ(LL):-0.020 G - - HORZ(TL):0.031 G - - Creep Factor: 2.0 Max TC CSI:0.493 Max BC CSI:0.504 Max Web CSI:0.215 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE06 Ply: 1 Qty:1 Wgt: 49.0 lbs DRW: .../...01/30/2024 SC1 T1 B1 W1 W2 W3 M1 M2 M3 10' 5'6"12 1'4" (TYP) 1' 1' 2'1"11 1'1"11 8'4"8 6'2"13 9'8"8 1'4" 10' 3"8 9'8"8 9'8"8 10' 3"8 1'4"8 3'7"1 (NNL) 5"84"2 2'1"2'6"82'10"210'1"2 10'6"10 A B C D E F G H IJKLM 3 12 3X4(**) 3X8(**)3X4(**) 3X4(R) 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #2; Rt Bearing Leg: 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 -1.38 2.21 TC 24 1.60 10.00BC 113 0.29 9.71Apply 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/999. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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 is2-6-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 418 /-/-/235 /130 /97 H 303 /-/-/261 /109 /- Wind reactions based on MWFRS M Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = 1.5 Min Req =1.5 (Support)Bearings M & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 782 -833 C - D 366 -464 Chords Tens.Comp. D - E 398 -435 E - F 413 -426 F - G 46 -67 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - L 433 -484 L - K 431 -479 Chords Tens.Comp. K - J 430 -478 J - I 412 -460 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - L 136 -66 F - I 723 -649 Webs Tens.Comp. H - I 396 -432 G - H 677 -676 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - K 54 -41 Gables Tens.Comp. J - F 320 -298 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.137 L 845 240 VERT(CL):0.214 L 541 180 HORZ(LL):-0.020 G - - HORZ(TL):0.031 G - - Creep Factor: 2.0 Max TC CSI:0.493 Max BC CSI:0.504 Max Web CSI:0.215 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE06 Ply: 1 Qty:1 Wgt: 49.0 lbs DRW: .../...01/30/2024 SC1 T1 B1 W1 W2 W3 M1 M2 M3 10' 5'6"12 1'4" (TYP) 1' 1' 2'1"11 1'1"11 8'4"8 6'2"13 9'8"8 1'4" 10' 3"8 9'8"8 9'8"8 10' 3"8 1'4"8 3'7"1 (NNL) 5"84"2 2'1"2'6"82'10"210'1"2 10'6"10 A B C D E F G H IJKLM 3 12 3X4(**) 3X8(**)3X4(**) 3X4(R) 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 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 -1.38 2.21TC 24 1.60 10.00 BC 75 0.29 10.00Apply 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/999. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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 is2-6-8. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*72 /-/-/30 /23 /10 H /-150 Wind reactions based on MWFRS J Brg Wid = 120 Min Req =- Bearing J is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 297 -312 C - D 43 -123 Chords Tens.Comp. D - E 3 -42 E - F 12 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 241 -53 I - H 252 -58 Chords Tens.Comp. H - G 251 -57 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - I 510 -375 E - H 81 -95 Gables Tens.Comp. F - G 60 -42 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.066 C 999 240 VERT(CL):0.105 C 999 180 HORZ(LL):-0.009 E - - HORZ(TL):0.014 E - - Creep Factor: 2.0 Max TC CSI:0.821 Max BC CSI:0.577 Max Web CSI:0.166 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE07 Ply: 1 Qty:1 Wgt: 42.0 lbs DRW: .../...01/30/2024 SC1 T1 B1 M1 M2 M3 10' 1' 1' 2'1"11 1'1"11 7'4" 5'2"5 8'8" 1'4" 9'10" 1'2" 10' 2" 7'4" 7'4" 8'8" 1'4" 9'10" 1'2" 10' 2" 1'4"8 3'7"1 (NNL) 4"2 2'6"82'10"210'1"2A B C D E F G HI J 3 12 3X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; 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 -1.38 2.21TC 24 1.60 10.00 BC 75 0.29 10.00Apply 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. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/999. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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 is2-6-8. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*72 /-/-/30 /23 /10 H /-150 Wind reactions based on MWFRS J Brg Wid = 120 Min Req =- Bearing J is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 297 -312 C - D 43 -123 Chords Tens.Comp. D - E 3 -42 E - F 12 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 241 -53 I - H 252 -58 Chords Tens.Comp. H - G 251 -57 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - I 510 -375 E - H 81 -95 Gables Tens.Comp. F - G 60 -42 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.066 C 999 240 VERT(CL):0.105 C 999 180 HORZ(LL):-0.009 E - - HORZ(TL):0.014 E - - Creep Factor: 2.0 Max TC CSI:0.821 Max BC CSI:0.577 Max Web CSI:0.166 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE07 Ply: 1 Qty:1 Wgt: 42.0 lbs DRW: .../...01/30/2024 SC1 T1 B1 M1 M2 M3 10' 1' 1' 2'1"11 1'1"11 7'4" 5'2"5 8'8" 1'4" 9'10" 1'2" 10' 2" 7'4" 7'4" 8'8" 1'4" 9'10" 1'2" 10' 2" 1'4"8 3'7"1 (NNL) 4"2 2'6"82'10"210'1"2A B C D E F G HI J 3 12 3X8(**) 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP 2400f-2.0E; Plating Notes All plates are 3X4 except as noted. (**) 7 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 -1.38 2.00 TC 24 0.29 13.71TC 24 13.71 27.12TC 24 25.42 30.96BC 75 0.29 27.12Apply 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/444. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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. Top chord overhangs have been checked only forloads as indicated. Overhangs not checked for manloads or long-term deflection. The overall height of this truss excluding overhang is4-7-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AG*75 /-/-/27 /22 /4 Wind reactions based on MWFRS AG Brg Wid = 328 Min Req =- Bearing AG is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 0 B - C 263 -162 C - D 121 -89 D - E 107 -57 E - F 110 -52 F - G 126 -40 G - H 145 -31 H - I 175 -26I - J 211 -33 Chords Tens.Comp. J - K 217 -33 K - L 196 -23 L - M 176 -14 M - N 156 -14 N - O 142 -19 O - P 112 -14 P - Q 126 -42 Q - R 484 -425R - S 66 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 115 -133 AF-AE 117 -137 AE-AD 117 -137 AD-AC 118 -138 AC-AB 118 -139 AB-AA 119 -140 AA- Z 119 -140 Chords Tens.Comp. Z - Y 110 -91 Y - X 108 -91 X - W 107 -90 W -V 106 -89 V - U 105 -88 U - T 104 -89 T - R 102 -84 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. D -AF 180 -251 E -AE 19 -5 F -AD 58 -79 G -AC 54 -73 H -AB 85 -72 I -AA 106 -82 J - Z 10 -88 Gables Tens.Comp. Y - K 107 -82 X - L 84 -72 W -M 53 -73 V - N 53 -74 U - O 90 -55 T - P 76 -202 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 Q 999 321 VERT(CL):0.039 C 999 321 HORZ(LL):-0.005 Q - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.499 Max BC CSI:0.281 Max Web CSI:0.415 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE09 Ply: 1 Qty:1 Wgt: 152.6 lbs DRW: .../...01/30/2024 SC1 T1 T1 SC2 B1 B1 M1 M2 M3 M4 M5 M6 M7 M6 M5 M4 M3 M2 M1 27'5" 5'8"8 1'4" (TYP) 9" 9" 1'10"14 1'1"14 13'8"8 11'9"10 24'6"12 10'10"4 26'8" 2'1"4 27'5" 9" 27'5" 27'5"1'4"8 3'6"8 3'4"8 (NNL) 5'6"8 (NNL) 4"34'7"55'9"10'1"2A B C D E F G H I J K L M N O P Q R STUVWXYZAAABACADAEAFAG 4 12 3X4(**) 4X5(**)3X4(**) 5X5(**) 5X5(**) 3X4(**)4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3;Stack Chord: SC1 2x4 SP #3; Stack Chord: SC2 2x4 SP 2400f-2.0E; Plating Notes All plates are 3X4 except as noted. (**) 7 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 -1.38 2.00 TC 24 0.29 13.71TC 24 13.71 27.12TC 24 25.42 30.96BC 75 0.29 27.12Apply 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/444. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. 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. Top chord overhangs have been checked only forloads as indicated. Overhangs not checked for manloads or long-term deflection. The overall height of this truss excluding overhang is4-7-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AG*75 /-/-/27 /22 /4 Wind reactions based on MWFRS AG Brg Wid = 328 Min Req =- Bearing AG is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 26 0 B - C 263 -162 C - D 121 -89 D - E 107 -57 E - F 110 -52 F - G 126 -40 G - H 145 -31 H - I 175 -26I - J 211 -33 Chords Tens.Comp. J - K 217 -33 K - L 196 -23 L - M 176 -14 M - N 156 -14 N - O 142 -19 O - P 112 -14 P - Q 126 -42 Q - R 484 -425R - S 66 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AF 115 -133 AF-AE 117 -137 AE-AD 117 -137 AD-AC 118 -138 AC-AB 118 -139 AB-AA 119 -140 AA- Z 119 -140 Chords Tens.Comp. Z - Y 110 -91 Y - X 108 -91 X - W 107 -90 W -V 106 -89 V - U 105 -88 U - T 104 -89 T - R 102 -84 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. D -AF 180 -251 E -AE 19 -5 F -AD 58 -79 G -AC 54 -73 H -AB 85 -72 I -AA 106 -82 J - Z 10 -88 Gables Tens.Comp. Y - K 107 -82 X - L 84 -72 W -M 53 -73 V - N 53 -74 U - O 90 -55 T - P 76 -202 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.026 Q 999 321 VERT(CL):0.039 C 999 321 HORZ(LL):-0.005 Q - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.499 Max BC CSI:0.281 Max Web CSI:0.415 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE09 Ply: 1 Qty:1 Wgt: 152.6 lbs DRW: .../...01/30/2024 SC1 T1 T1 SC2 B1 B1 M1 M2 M3 M4 M5 M6 M7 M6 M5 M4 M3 M2 M1 27'5" 5'8"8 1'4" (TYP) 9" 9" 1'10"14 1'1"14 13'8"8 11'9"10 24'6"12 10'10"4 26'8" 2'1"4 27'5" 9" 27'5" 27'5"1'4"8 3'6"8 3'4"8 (NNL) 5'6"8 (NNL) 4"34'7"55'9"10'1"2A B C D E F G H I J K L M N O P Q R STUVWXYZAAABACADAEAFAG 4 12 3X4(**) 4X5(**)3X4(**) 5X5(**) 5X5(**) 3X4(**)4X5(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes All plates are 3X4(**) except as noted. (**) 3 plate(s) require special positioning. Refer to scaled 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 -1.38 3.88BC 45 0.15 3.88Apply purlins to any chords above or below fillers at 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 The overall height of this truss excluding overhang is1-7-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 230 /-/-/123 /65 /58 D 102 /-/-/45 /40 /- 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 26 0 Chords Tens.Comp. B - C 18 -47 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 9 -12 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - D 159 -79 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.211 Max BC CSI:0.085 Max Web CSI:0.026 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE10 Ply: 1 Qty:1 Wgt: 16.8 lbs DRW: .../...01/30/2024 T1 B1 M1 3'8"8 3'8"8 3'10"8 2" 3'8"8 3'8"8 3'10"8 2" 1'4"8 4"3 1'7"112'0"1110'1"2A B C D 4 12 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes All plates are 3X4(**) except as noted. (**) 3 plate(s) require special positioning. Refer to scaled 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 -1.38 3.88BC 45 0.15 3.88Apply purlins to any chords above or below fillers at 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 The overall height of this truss excluding overhang is1-7-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 230 /-/-/123 /65 /58 D 102 /-/-/45 /40 /- 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 26 0 Chords Tens.Comp. B - C 18 -47 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 9 -12 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - D 159 -79 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.211 Max BC CSI:0.085 Max Web CSI:0.026 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:GE10 Ply: 1 Qty:1 Wgt: 16.8 lbs DRW: .../...01/30/2024 T1 B1 M1 3'8"8 3'8"8 3'10"8 2" 3'8"8 3'8"8 3'10"8 2" 1'4"8 4"3 1'7"112'0"1110'1"2A B C D 4 12 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 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 -1.38 5.88BC 69 0.15 5.88Apply 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 is2-3-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 288 /-/-/148 /80 /82 D 174 /-/-/79 /67 /- 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 26 0 Chords Tens.Comp. B - C 22 -68 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 21 -33 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 253 -131 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.007 B - - HORZ(TL):0.011 B - - Creep Factor: 2.0 Max TC CSI:0.521 Max BC CSI:0.293 Max Web CSI:0.229 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:J09 Ply: 1 Qty:10 Wgt: 22.4 lbs DRW: .../...01/30/2024 T1 B1 W1 5'10"8 5'10"81'4"8 4"3 2'3"112'8"1110'1"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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 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 -1.38 5.88BC 69 0.15 5.88Apply 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 is2-3-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 288 /-/-/148 /80 /82 D 174 /-/-/79 /67 /- 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 26 0 Chords Tens.Comp. B - C 22 -68 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 21 -33 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 253 -131 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.007 B - - HORZ(TL):0.011 B - - Creep Factor: 2.0 Max TC CSI:0.521 Max BC CSI:0.293 Max Web CSI:0.229 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:J09 Ply: 1 Qty:10 Wgt: 22.4 lbs DRW: .../...01/30/2024 T1 B1 W1 5'10"8 5'10"81'4"8 4"3 2'3"112'8"1110'1"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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer 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 -1.38 3.88BC 45 0.15 3.88Apply 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 is1-7-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 230 /-/-/123 /65 /58 D 102 /-/-/45 /40 /- 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 26 0 Chords Tens.Comp. B - C 18 -47 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 10 -13 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 159 -79 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.350 Max BC CSI:0.143 Max Web CSI:0.089 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:J12 Ply: 1 Qty:5 Wgt: 16.8 lbs DRW: .../...01/30/2024 T1 B1 W1 3'10"8 3'10"81'4"8 4"3 1'7"112'0"1110'1"2A B C D 4 12 3X4(**) 3X4(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer 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 -1.38 3.88BC 45 0.15 3.88Apply 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 is1-7-11. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 230 /-/-/123 /65 /58 D 102 /-/-/45 /40 /- 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 26 0 Chords Tens.Comp. B - C 18 -47 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 10 -13 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 159 -79 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.350 Max BC CSI:0.143 Max Web CSI:0.089 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:J12 Ply: 1 Qty:5 Wgt: 16.8 lbs DRW: .../...01/30/2024 T1 B1 W1 3'10"8 3'10"81'4"8 4"3 1'7"112'0"1110'1"2A B C D 4 12 3X4(**) 3X4(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B3 2x4 SP #1;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500' 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 -1.38 17.11TC 24 17.11 26.74TC 24 26.74 41.29BC 62 0.29 39.77Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1485 /-/-/671 /599 /323 I 1476 /-/-/603 /604 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =1.8 (Truss) I Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings O & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 1156 -2301 C - D 1163 -2253 D - E 1010 -1767 E - F 1039 -1693 Chords Tens.Comp. F - G 2061 -3440 G - H 1710 -3093 H - I 1969 -3535 I - J 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1876 -801 N - M 1875 -802M - L 1955 -798 Chords Tens.Comp. L - K 3292 -1766 K - I 3292 -1765 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - D 244 0 D - M 458 -553 E - M 1259 -736 M - F 688 -960 Webs Tens.Comp. F - L 1714 -1106 G - L 754 -981 L - H 425 -483 H - K 160 -1 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.327 G 999 473 VERT(CL):0.515 G 919 473 HORZ(LL):0.102 E - - HORZ(TL):0.161 E - - Creep Factor: 2.0 Max TC CSI:0.892 Max BC CSI:0.963 Max Web CSI:0.653 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T01 Ply: 1 Qty:10 Wgt: 217.0 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 39'11" 8'7"4 8'7"4 17'1"5 8'6" 21'11"2 4'9"13 26'8"15 4'9"13 31'9"4 5'0"5 39'11" 8'1"12 8'5"12 8'5"12 17'1"5 8'7"8 26'10"11 9'9"6 31'11" 5'0"5 39'11" 8'1'4"8 1'4"8 4"9 4"3 4'8"1410'4"511'1"7(a) (a) (a)(a) 20'11"A B C D E F G H I J KLMNO 7 12 412 4X5(**) 4X5(**)3X4 5X5(**) 5X7(**) 5X7(**) 6X8(**) 4X8 5X7(**) 6X8(**) 4X5 5X7(**) 3X8(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B3 2x4 SP #1;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500' 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 -1.38 17.11TC 24 17.11 26.74TC 24 26.74 41.29BC 62 0.29 39.77Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1485 /-/-/671 /599 /323 I 1476 /-/-/603 /604 /- Wind reactions based on MWFRS O Brg Wid = 5.5 Min Req =1.8 (Truss) I Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings O & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 1156 -2301 C - D 1163 -2253 D - E 1010 -1767 E - F 1039 -1693 Chords Tens.Comp. F - G 2061 -3440 G - H 1710 -3093 H - I 1969 -3535 I - J 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 1876 -801 N - M 1875 -802M - L 1955 -798 Chords Tens.Comp. L - K 3292 -1766 K - I 3292 -1765 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - D 244 0 D - M 458 -553 E - M 1259 -736 M - F 688 -960 Webs Tens.Comp. F - L 1714 -1106 G - L 754 -981 L - H 425 -483 H - K 160 -1 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.327 G 999 473 VERT(CL):0.515 G 919 473 HORZ(LL):0.102 E - - HORZ(TL):0.161 E - - Creep Factor: 2.0 Max TC CSI:0.892 Max BC CSI:0.963 Max Web CSI:0.653 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T01 Ply: 1 Qty:10 Wgt: 217.0 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 39'11" 8'7"4 8'7"4 17'1"5 8'6" 21'11"2 4'9"13 26'8"15 4'9"13 31'9"4 5'0"5 39'11" 8'1"12 8'5"12 8'5"12 17'1"5 8'7"8 26'10"11 9'9"6 31'11" 5'0"5 39'11" 8'1'4"8 1'4"8 4"9 4"3 4'8"1410'4"511'1"7(a) (a) (a)(a) 20'11"A B C D E F G H I J KLMNO 7 12 412 4X5(**) 4X5(**)3X4 5X5(**) 5X7(**) 5X7(**) 6X8(**) 4X8 5X7(**) 6X8(**) 4X5 5X7(**) 3X8(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T4 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2; B4 2x8 SP 2400f-2.0E;Webs: 2x4 SP #3; W10 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Tray Scab(s) (2) 2x6x8-9-13 x SP 2400f-2.0E scabs at right end. Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, plus additional nailclusters at: BRG.: (4), heel: (7), 1st panel point: (4). Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.38 17.11TC 24 17.11 26.74TC 24 26.74 39.92BC 72 0.29 30.31BC 76 30.33 36.68Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1503 /-/-/668 /596 /313 M 1355 /-/-/525 /583 /- Wind reactions based on MWFRS V Brg Wid = 5.5 Min Req =1.8 (Truss) M Brg Wid = 5.5 Min Req =1.6 (Truss)Bearings V & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 917 -2374 C - D 930 -2329 D - E 876 -2081 E - F 809 -1683 F - G 817 -1665 Chords Tens.Comp. G - H 1003 -2314 H - I 1900 -4537 I - J 1875 -4576 J - K 2055 -4990 K - L 1901 -4674 L - M 195 -422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1960 -712U - T 1959 -712 T - S 1721 -525 S - R 1908 -592 R - Q 2751 -1008 Chords Tens.Comp. Q - P 190 -73O - N 4871 -1924 N - K 4855 -1916 K - L 4448 -1745 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - D 142 0 D - T 216 -287T - E 282 -75 E - S 319 -542 F - S 1321 -632 S - G 499 -964 G - R 874 -350 R - H 556 -1121 Webs Tens.Comp. H - Q 280 -656 H - O 2110 -870Q - O 2653 -968 O - P 46 0 O - I 102 -141 O - J 294 -602 J - N 63 -98 K - J 158 -376 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.395 O 999 470 VERT(CL):0.618 O 761 470 HORZ(LL):0.132 F - - HORZ(TL):0.207 F - - Creep Factor: 2.0 Max TC CSI:0.461 Max BC CSI:0.982 Max Web CSI:0.898 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T01T Ply: 1 Qty:5 Wgt: 316.4 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 M2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13W14 39'11" 5'9" 5'9" 11'5"13 5'8"12 17'1"5 5'7"8 21'9"6 4'8"1 26'8"15 4'11"9 30'3"12 3'6"13 32'11"3 2'7"7 37'4"11 4'5"7 39'11" 2'6"5 5'7"4 5'7"4 11'2"9 5'7"4 17'1"5 5'10"12 22'0"14 4'11"9 26'8"15 4'8"1 30'5"8 3'8"9 33'0"15 2'7"7 36'4"10 3'3"10 37'4"11 1'0"1 39'11" 2'6"51'4"8 8"4"9 4"3 4'8"1410'4"511'1"7(a) (a) (a) 20'11"A B C D E F G H I J K L M NOPQRSTUV 7 12 412 4X5(**)4X5(**)3X4 3X4 4X5 5X5(**) 5X5(**) 5X5(**) 6X8(**) 4X5 4X5 8X12(**) 5X7 8X12(**) 3X4(**) 3X4 4X5 3X4 3X4 3X8(C6) 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T4 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2; B4 2x8 SP 2400f-2.0E;Webs: 2x4 SP #3; W10 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Tray Scab(s) (2) 2x6x8-9-13 x SP 2400f-2.0E scabs at right end. Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, plus additional nailclusters at: BRG.: (4), heel: (7), 1st panel point: (4). Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.38 17.11TC 24 17.11 26.74TC 24 26.74 39.92BC 72 0.29 30.31BC 76 30.33 36.68Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1503 /-/-/668 /596 /313 M 1355 /-/-/525 /583 /- Wind reactions based on MWFRS V Brg Wid = 5.5 Min Req =1.8 (Truss) M Brg Wid = 5.5 Min Req =1.6 (Truss)Bearings V & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 917 -2374 C - D 930 -2329 D - E 876 -2081 E - F 809 -1683 F - G 817 -1665 Chords Tens.Comp. G - H 1003 -2314 H - I 1900 -4537 I - J 1875 -4576 J - K 2055 -4990 K - L 1901 -4674 L - M 195 -422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 1960 -712U - T 1959 -712 T - S 1721 -525 S - R 1908 -592 R - Q 2751 -1008 Chords Tens.Comp. Q - P 190 -73O - N 4871 -1924 N - K 4855 -1916 K - L 4448 -1745 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - D 142 0 D - T 216 -287T - E 282 -75 E - S 319 -542 F - S 1321 -632 S - G 499 -964 G - R 874 -350 R - H 556 -1121 Webs Tens.Comp. H - Q 280 -656 H - O 2110 -870Q - O 2653 -968 O - P 46 0 O - I 102 -141 O - J 294 -602 J - N 63 -98 K - J 158 -376 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.395 O 999 470 VERT(CL):0.618 O 761 470 HORZ(LL):0.132 F - - HORZ(TL):0.207 F - - Creep Factor: 2.0 Max TC CSI:0.461 Max BC CSI:0.982 Max Web CSI:0.898 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T01T Ply: 1 Qty:5 Wgt: 316.4 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 M2 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13W14 39'11" 5'9" 5'9" 11'5"13 5'8"12 17'1"5 5'7"8 21'9"6 4'8"1 26'8"15 4'11"9 30'3"12 3'6"13 32'11"3 2'7"7 37'4"11 4'5"7 39'11" 2'6"5 5'7"4 5'7"4 11'2"9 5'7"4 17'1"5 5'10"12 22'0"14 4'11"9 26'8"15 4'8"1 30'5"8 3'8"9 33'0"15 2'7"7 36'4"10 3'3"10 37'4"11 1'0"1 39'11" 2'6"51'4"8 8"4"9 4"3 4'8"1410'4"511'1"7(a) (a) (a) 20'11"A B C D E F G H I J K L M NOPQRSTUV 7 12 412 4X5(**)4X5(**)3X4 3X4 4X5 5X5(**) 5X5(**) 5X5(**) 6X8(**) 4X5 4X5 8X12(**) 5X7 8X12(**) 3X4(**) 3X4 4X5 3X4 3X4 3X8(C6) 6X6(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B1 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. Tray Scab(s) (2) 2x6x6-8-8 x SP 2400f-2.0E scabs at left end.Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (6), 1st panel point: (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 -2.04 15.07TC 24 15.07 24.70TC 24 24.70 39.25BC 74 0.06 10.09BC 76 10.10 37.73Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1341 /-/-/577 /446 /295 J 1427 /-/-/602 /470 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) J Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings A & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 258 -668 B - C 1224 -3269 C - D 1089 -2861 D - E 899 -2285 E - F 1039 -2265 Chords Tens.Comp. F - G 746 -1609 G - H 910 -2260 H - I 1098 -2917 I - J 1190 -3444 J - K 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3168 -1164 R - P 2512 -871Q - O 33 -12 O - N 1867 -543 Chords Tens.Comp. N - M 2700 -912 M - L 3211 -1073L - J 3212 -1070 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - R 361 -792 D - R 318 -89 D - P 345 -686 E - P 251 -294P - Q 61 0 P - F 1150 -539 P - O 1333 -309 Webs Tens.Comp. F - O 641 -283 O - G 453 -980 G - N 876 -310 N - H 496 -1112H - M 313 -69 M - I 242 -557 I - L 178 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.04 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.99 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.342 N 999 474 VERT(CL):0.546 N 869 474 HORZ(LL):0.175 J - - HORZ(TL):0.279 J - - Creep Factor: 2.0 Max TC CSI:0.644 Max BC CSI:0.969 Max Web CSI:0.917 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T02 Ply: 1 Qty:2 Wgt: 284.2 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 39'11" 2'0"8 2'0"8 4'6"12 2'6"4 6'10"11 2'3"15 12'1"12 5'3"1 17'1"5 4'11"9 21'9"6 4'8"1 26'8"15 4'11"9 32'7"8 5'10"10 39'11" 7'3"8 2'0"8 2'0"8 2'4" 3"8 6'8"15 4'4"15 12' 5'3"1 17'1"5 5'1"5 22'0"14 4'11"9 26'10"11 4'9"13 32'9"4 5'10"10 39'11" 7'1"12 1'4"8 4"9 4"3 4'8"141'10'4"510'9"5(a) (a) 20'11"A B C D E F G H I J K LMNO PQR 7 12 412 6X6(**) 3X4 6X8(**) 4X5 3X4 6X10(**) 3X4(**) 6X6(**) 6X8(**) 4X5 4X5 5X7(**) 5X7(**) 4X5 3X4 3X8(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B1 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. Tray Scab(s) (2) 2x6x6-8-8 x SP 2400f-2.0E scabs at left end.Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, Plus additional nail clusters at: BRG.: (4), heel: (6), 1st panel point: (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 -2.04 15.07TC 24 15.07 24.70TC 24 24.70 39.25BC 74 0.06 10.09BC 76 10.10 37.73Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1341 /-/-/577 /446 /295 J 1427 /-/-/602 /470 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) J Brg Wid = 5.5 Min Req =1.7 (Truss)Bearings A & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 258 -668 B - C 1224 -3269 C - D 1089 -2861 D - E 899 -2285 E - F 1039 -2265 Chords Tens.Comp. F - G 746 -1609 G - H 910 -2260 H - I 1098 -2917 I - J 1190 -3444 J - K 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - R 3168 -1164 R - P 2512 -871Q - O 33 -12 O - N 1867 -543 Chords Tens.Comp. N - M 2700 -912 M - L 3211 -1073L - J 3212 -1070 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - R 361 -792 D - R 318 -89 D - P 345 -686 E - P 251 -294P - Q 61 0 P - F 1150 -539 P - O 1333 -309 Webs Tens.Comp. F - O 641 -283 O - G 453 -980 G - N 876 -310 N - H 496 -1112H - M 313 -69 M - I 242 -557 I - L 178 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.04 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.99 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.342 N 999 474 VERT(CL):0.546 N 869 474 HORZ(LL):0.175 J - - HORZ(TL):0.279 J - - Creep Factor: 2.0 Max TC CSI:0.644 Max BC CSI:0.969 Max Web CSI:0.917 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T02 Ply: 1 Qty:2 Wgt: 284.2 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 39'11" 2'0"8 2'0"8 4'6"12 2'6"4 6'10"11 2'3"15 12'1"12 5'3"1 17'1"5 4'11"9 21'9"6 4'8"1 26'8"15 4'11"9 32'7"8 5'10"10 39'11" 7'3"8 2'0"8 2'0"8 2'4" 3"8 6'8"15 4'4"15 12' 5'3"1 17'1"5 5'1"5 22'0"14 4'11"9 26'10"11 4'9"13 32'9"4 5'10"10 39'11" 7'1"12 1'4"8 4"9 4"3 4'8"141'10'4"510'9"5(a) (a) 20'11"A B C D E F G H I J K LMNO PQR 7 12 412 6X6(**) 3X4 6X8(**) 4X5 3X4 6X10(**) 3X4(**) 6X6(**) 6X8(**) 4X5 4X5 5X7(**) 5X7(**) 4X5 3X4 3X8(A1) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x6 SP 2400f-2.0E;T4 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;B1 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500'Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 26.74TC: From 55 plf at 26.74 to 55 plf at 41.29BC: From 10 plf at 1.97 to 10 plf at 39.92 BC: From 4 plf at 39.92 to 4 plf at 41.29PLB: From 40 plf at 19.85 to 40 plf at 24.07BC: 386 lb Conc. Load at 17.90BC: 286 lb Conc. Load at 28.02 Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Tray Scab(s) (2) 2x6x7-10-3 x SP 2400f-2.0E scabs at left end.Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, Plus additional nailclusters at: BRG.: (5), heel: (9), 1st panel point: (5). Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.97 15.14 TC 24 15.14 24.77TC 24 24.77 39.32BC 78 0.13 10.16BC 87 10.17 37.65Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1669 /-/-/-/715 /- U 1857 /-/-/-/794 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.7 (Truss) U Brg Wid = 5.5 Min Req =1.8 (Support)Bearings A & U Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 356 -834 B - C 1354 -3259 C - D 1607 -3850 D - E 1427 -3416 E - F 1256 -3005 F - G 1258 -3000 Chords Tens.Comp. G - H 951 -2306 H - I 1907 -4688 I - J 1716 -4221 J - K 1982 -4748 K - L 2017 -4802 L - M 26 -15 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 3586 -1497T - S 3585 -1497 S - Q 2911 -1208 R - P 50 -23 Chords Tens.Comp. P - O 2647 -1091O - N 4483 -1869 N - L 4485 -1868 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - C 294 -665 T - D 110 -4 D - S 355 -827E - S 399 -133 E - Q 219 -530 F - Q 137 -209 Q - R 31 -51 Q - G 1230 -544 Webs Tens.Comp. Q - P 1926 -780 G - P 1243 -422 P - H 539 -1260H - O 2381 -921 I - O 601 -1315 O - J 292 -562 J - N 153 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.04 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.391 I 999 472 VERT(CL):0.615 I 767 472 HORZ(LL):0.168 F - - HORZ(TL):0.264 F - - Creep Factor: 2.0 Max TC CSI:0.785 Max BC CSI:0.980 Max Web CSI:0.907 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T02M Ply: 1 Qty:1 Wgt: 312.2 lbs DRW: .../...01/30/2024 T1 T2 T3 T4M1 M2B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 39'11" 1'11"11 1'11"11 5'6"10 3'6"15 8'7"7 3'0"13 12'1"12 3'6"5 17'1"5 4'11"9 21'11"2 4'9"13 26'8"15 4'9"13 33'2"3 6'5"5 39'11" 6'8"13 1'11"11 1'11"11 3'1"11 1'2" 5'4"14 2'3"3 8'5"11 3'0"13 12' 3'6"5 17'1"5 5'1"5 26'10"11 9'9"6 33'3"15 6'5"5 39'11" 6'7"1 1'4"8 4"9 4"3 4'8"141'10'4"510'9"5(a) (a)(a) 20'11"A B C D E F G H I J K L M NOP Q RST U 7 12 412 6X8(**)3X8(C6)3X4 3X4 4X5 6X6(**) 4X5 3X4 6X10(**) 3X4(**) 6X8(**) 6X8 6X8(**) 6X8(**) 8X12(**) 4X5 3X4 3X4 4X5(C5) 6X10(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x6 SP 2400f-2.0E;T4 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP 2400f-2.0E;B1 2x4 SP 2400f-2.0E; Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500'Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at 0.00 to 56 plf at 26.74TC: From 55 plf at 26.74 to 55 plf at 41.29BC: From 10 plf at 1.97 to 10 plf at 39.92 BC: From 4 plf at 39.92 to 4 plf at 41.29PLB: From 40 plf at 19.85 to 40 plf at 24.07BC: 386 lb Conc. Load at 17.90BC: 286 lb Conc. Load at 28.02 Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Tray Scab(s) (2) 2x6x7-10-3 x SP 2400f-2.0E scabs at left end.Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, Plus additional nailclusters at: BRG.: (5), heel: (9), 1st panel point: (5). Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.97 15.14 TC 24 15.14 24.77TC 24 24.77 39.32BC 78 0.13 10.16BC 87 10.17 37.65Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1669 /-/-/-/715 /- U 1857 /-/-/-/794 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.7 (Truss) U Brg Wid = 5.5 Min Req =1.8 (Support)Bearings A & U Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 356 -834 B - C 1354 -3259 C - D 1607 -3850 D - E 1427 -3416 E - F 1256 -3005 F - G 1258 -3000 Chords Tens.Comp. G - H 951 -2306 H - I 1907 -4688 I - J 1716 -4221 J - K 1982 -4748 K - L 2017 -4802 L - M 26 -15 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 3586 -1497T - S 3585 -1497 S - Q 2911 -1208 R - P 50 -23 Chords Tens.Comp. P - O 2647 -1091O - N 4483 -1869 N - L 4485 -1868 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - C 294 -665 T - D 110 -4 D - S 355 -827E - S 399 -133 E - Q 219 -530 F - Q 137 -209 Q - R 31 -51 Q - G 1230 -544 Webs Tens.Comp. Q - P 1926 -780 G - P 1243 -422 P - H 539 -1260H - O 2381 -921 I - O 601 -1315 O - J 292 -562 J - N 153 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.04 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.99 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.391 I 999 472 VERT(CL):0.615 I 767 472 HORZ(LL):0.168 F - - HORZ(TL):0.264 F - - Creep Factor: 2.0 Max TC CSI:0.785 Max BC CSI:0.980 Max Web CSI:0.907 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T02M Ply: 1 Qty:1 Wgt: 312.2 lbs DRW: .../...01/30/2024 T1 T2 T3 T4M1 M2B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 39'11" 1'11"11 1'11"11 5'6"10 3'6"15 8'7"7 3'0"13 12'1"12 3'6"5 17'1"5 4'11"9 21'11"2 4'9"13 26'8"15 4'9"13 33'2"3 6'5"5 39'11" 6'8"13 1'11"11 1'11"11 3'1"11 1'2" 5'4"14 2'3"3 8'5"11 3'0"13 12' 3'6"5 17'1"5 5'1"5 26'10"11 9'9"6 33'3"15 6'5"5 39'11" 6'7"1 1'4"8 4"9 4"3 4'8"141'10'4"510'9"5(a) (a)(a) 20'11"A B C D E F G H I J K L M NOP Q RST U 7 12 412 6X8(**)3X8(C6)3X4 3X4 4X5 6X6(**) 4X5 3X4 6X10(**) 3X4(**) 6X8(**) 6X8 6X8(**) 6X8(**) 8X12(**) 4X5 3X4 3X4 4X5(C5) 6X10(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B2 2x4 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.237' 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. (**) 13 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 -1.38 17.11TC 24 17.11 26.74TC 24 26.74 39.67BC 26 0.29 2.46BC 101 1.49 12.13BC 77 12.15 39.54Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1479 /-/-/669 /460 /311 K 1386 /-/-/542 /435 /- Wind reactions based on MWFRS V Brg Wid = 5.5 Min Req =1.7 (Truss) K Brg Wid = -Min Req =-Bearing V Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 810 -1232 C - D 1247 -3571 D - E 1052 -2890 E - F 879 -2320 Chords Tens.Comp. F - G 1018 -2319 G - H 729 -1686 H - I 1307 -3404 I - J 1063 -3059 J - K 1148 -3466 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 276 -106 C - T 3127 -1104U - S 0 0 T - R 3173 -1121 R - Q 3155 -1115 Chords Tens.Comp. Q - O 2422 -813 P - N 26 -14N - M 1941 -560 M - L 3229 -1046 L - K 3228 -1044 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - U 566 -1468 T - S 841 -314 R - D 461 -152D - Q 366 -882 Q - E 428 -136 E - O 276 -556 F - O 248 -298 O - P 34 -21 Webs Tens.Comp. O - G 1117 -536 O - N 1407 -312 G - N 731 -267N - H 465 -970 H - M 1681 -631 I - M 504 -1018 M - J 231 -449 J - L 130 -36 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.401 I 999 470 VERT(CL):0.629 I 748 470 HORZ(LL):0.228 K - - HORZ(TL):0.360 K - - Creep Factor: 2.0 Max TC CSI:0.811 Max BC CSI:0.991 Max Web CSI:0.992 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T03 Ply: 1 Qty:1 Wgt: 249.2 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 39'8" 1'6"13 1'6"13 4'8"5 3'1"8 7'2"14 2'6"9 12'1"12 4'10"14 17'1"5 4'11"9 21'11"2 4'9"13 26'8"15 4'9"13 32'7"8 5'10"10 39'8" 7'0"8 2'5"8 2'5"8 4'6"9 2'1"1 6'11"10 2'5"1 12' 5'0"6 17'1"5 5'1"5 26'10"11 9'9"6 32'9"4 5'10"10 39'8" 6'10"121'4"8 4"9 5"3 4'8"141'10'4"511'1"7(a) (a) 20'11"A B C D E F G H I J K LMN OPQR STUV 7 12 412 4X5(**)3X4(**)6X12(**)(I) 3X43X4(**)3X8(**) 3X4 4X5 4X5 5X5(**) 3X4 6X10(**) 3X4(**) 6X6(**) 6X8(**) 4X8 5X7(**) 6X8(**) 4X5 3X4 4X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #1; B2 2x4 SP 2400f-2.0E;Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.237' 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. (**) 13 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 -1.38 17.11TC 24 17.11 26.74TC 24 26.74 39.67BC 26 0.29 2.46BC 101 1.49 12.13BC 77 12.15 39.54Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL V 1479 /-/-/669 /460 /311 K 1386 /-/-/542 /435 /- Wind reactions based on MWFRS V Brg Wid = 5.5 Min Req =1.7 (Truss) K Brg Wid = -Min Req =-Bearing V Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 810 -1232 C - D 1247 -3571 D - E 1052 -2890 E - F 879 -2320 Chords Tens.Comp. F - G 1018 -2319 G - H 729 -1686 H - I 1307 -3404 I - J 1063 -3059 J - K 1148 -3466 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - U 276 -106 C - T 3127 -1104U - S 0 0 T - R 3173 -1121 R - Q 3155 -1115 Chords Tens.Comp. Q - O 2422 -813 P - N 26 -14N - M 1941 -560 M - L 3229 -1046 L - K 3228 -1044 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - U 566 -1468 T - S 841 -314 R - D 461 -152D - Q 366 -882 Q - E 428 -136 E - O 276 -556 F - O 248 -298 O - P 34 -21 Webs Tens.Comp. O - G 1117 -536 O - N 1407 -312 G - N 731 -267N - H 465 -970 H - M 1681 -631 I - M 504 -1018 M - J 231 -449 J - L 130 -36 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.401 I 999 470 VERT(CL):0.629 I 748 470 HORZ(LL):0.228 K - - HORZ(TL):0.360 K - - Creep Factor: 2.0 Max TC CSI:0.811 Max BC CSI:0.991 Max Web CSI:0.992 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T03 Ply: 1 Qty:1 Wgt: 249.2 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 39'8" 1'6"13 1'6"13 4'8"5 3'1"8 7'2"14 2'6"9 12'1"12 4'10"14 17'1"5 4'11"9 21'11"2 4'9"13 26'8"15 4'9"13 32'7"8 5'10"10 39'8" 7'0"8 2'5"8 2'5"8 4'6"9 2'1"1 6'11"10 2'5"1 12' 5'0"6 17'1"5 5'1"5 26'10"11 9'9"6 32'9"4 5'10"10 39'8" 6'10"121'4"8 4"9 5"3 4'8"141'10'4"511'1"7(a) (a) 20'11"A B C D E F G H I J K LMN OPQR STUV 7 12 412 4X5(**)3X4(**)6X12(**)(I) 3X43X4(**)3X8(**) 3X4 4X5 4X5 5X5(**) 3X4 6X10(**) 3X4(**) 6X6(**) 6X8(**) 4X8 5X7(**) 6X8(**) 4X5 3X4 4X8(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #1;T3 2x8 SP 2400f-2.0E;Bot chord: 2x4 SP 2400f-2.0E; B3,B5 2x4 SP #1;B4,B6 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.237'Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at -1.38 to 56 plf at 28.58TC: From 55 plf at 28.58 to 55 plf at 39.67BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 22.96BC: From 30 plf at 22.96 to 30 plf at 28.58BC: From 10 plf at 28.58 to 10 plf at 39.67PLB: From 40 plf at 22.96 to 40 plf at 26.88 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 16 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 -1.38 17.11 TC 24 17.11 28.78TC 24 27.21 39.67BC 26 0.29 2.46BC 102 1.49 12.13BC 97 12.15 39.42Apply 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. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 1496 /-/-/670 /450 /306 AC 1468 /-/-/542 /422 /- Wind reactions based on MWFRS AB Brg Wid = 5.5 Min Req =1.5 (Support) AC Brg Wid = -Min Req =-Bearing AB Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 769 -1198 C - D 1219 -3627 D - E 1022 -2927 E - F 852 -2358 F - G 987 -2344G - H 410 -594 Chords Tens.Comp. H - I 331 -534 I - J 891 -2637 J - K 1677 -455 J - L 1449 -4580 L - M 1401 -4612 M - N 1133 -3815N - O 1188 -3870 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 276 -104 C - Y 3186 -1099 Z - X 7 -20 Y - W 3217 -1110 W -V 3197 -1103 V - T 2454 -803 Chords Tens.Comp. U - S 36 -12 S - R 2687 -741 R - Q 2682 -744 Q - P 2728 -759 P - O 3593 -1030 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - Z 595 -1579 Y - X 910 -333 W -D 489 -159 D - V 365 -894 V - E 428 -134 E - T 273 -554 F - T 234 -274 T - U 61 0 T - S 1407 -312 T - G 1160 -518 S - G 909 -319 Webs Tens.Comp. S -AA 632 -1793 G -AA 468 -1412 R -AA 375 -19 AA- H 177 -101 AA- I 859 -2524 K - Q 127 -115 K - L 771 -167 K - P 1053 -396 K - M 796 -212 P - M 190 -409 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.524 Q 895 469 VERT(CL):0.810 Q 579 469 HORZ(LL):0.207 O - - HORZ(TL):0.320 O - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.990 Max Web CSI:0.996 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T03M Ply: 1 Qty:5 Wgt: 301.0 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 M2 B1 B2 B3 B4 B5 B6 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 39'8" 1'6"13 1'6"13 4'8"5 3'1"8 7'2"14 2'6"9 12'1"12 4'10"14 17'1"5 4'11"9 22'9"12 5'8"7 24'3"12 1'6" 26'8"15 2'5"3 28'8"12 1'11"13 33'2" 4'5"4 39'8" 6'6" 2'5"8 2'5"8 4'6"9 2'1"1 6'11"10 2'5"1 12' 5'0"6 16'11"9 4'11"9 22'7"8 5'7"15 24'3"12 1'8"4 28'8"12 4'5" 33'2" 4'5"4 39'8" 6'6"1'4"8 4"9 5"3 4'8"141'5'5"810'4"511'1"7(a) (a) 20'11"A B C D E F G H I J KL M N O PQRS TUVW XYZ AA AB AC 7 12 412 4X5(**)3X4(**)6X12(**)(I) 3X4(**) 3X8(**) 4X5 4X5 5X5(**) 6X10(**) 3X4(**) 6X8(**) 10X12(**) 8X8(**) 6X8(**) 4X4(**) 3X8(**) 6X8(**) 8X8(**) 4X5 4X5(C5) 4X5(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP 2400f-2.0E; T2 2x4 SP #1;T3 2x8 SP 2400f-2.0E;Bot chord: 2x4 SP 2400f-2.0E; B3,B5 2x4 SP #1;B4,B6 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.237'Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 56 plf at -1.38 to 56 plf at 28.58TC: From 55 plf at 28.58 to 55 plf at 39.67BC: From 5 plf at -1.38 to 5 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 22.96BC: From 30 plf at 22.96 to 30 plf at 28.58BC: From 10 plf at 28.58 to 10 plf at 39.67PLB: From 40 plf at 22.96 to 40 plf at 26.88 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. (**) 16 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 -1.38 17.11 TC 24 17.11 28.78TC 24 27.21 39.67BC 26 0.29 2.46BC 102 1.49 12.13BC 97 12.15 39.42Apply 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. Wind loading based on both gable and hip roof types. Additional Notes The overall height of this truss excluding overhang is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AB 1496 /-/-/670 /450 /306 AC 1468 /-/-/542 /422 /- Wind reactions based on MWFRS AB Brg Wid = 5.5 Min Req =1.5 (Support) AC Brg Wid = -Min Req =-Bearing AB Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 769 -1198 C - D 1219 -3627 D - E 1022 -2927 E - F 852 -2358 F - G 987 -2344G - H 410 -594 Chords Tens.Comp. H - I 331 -534 I - J 891 -2637 J - K 1677 -455 J - L 1449 -4580 L - M 1401 -4612 M - N 1133 -3815N - O 1188 -3870 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Z 276 -104 C - Y 3186 -1099 Z - X 7 -20 Y - W 3217 -1110 W -V 3197 -1103 V - T 2454 -803 Chords Tens.Comp. U - S 36 -12 S - R 2687 -741 R - Q 2682 -744 Q - P 2728 -759 P - O 3593 -1030 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - Z 595 -1579 Y - X 910 -333 W -D 489 -159 D - V 365 -894 V - E 428 -134 E - T 273 -554 F - T 234 -274 T - U 61 0 T - S 1407 -312 T - G 1160 -518 S - G 909 -319 Webs Tens.Comp. S -AA 632 -1793 G -AA 468 -1412 R -AA 375 -19 AA- H 177 -101 AA- I 859 -2524 K - Q 127 -115 K - L 771 -167 K - P 1053 -396 K - M 796 -212 P - M 190 -409 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.524 Q 895 469 VERT(CL):0.810 Q 579 469 HORZ(LL):0.207 O - - HORZ(TL):0.320 O - - Creep Factor: 2.0 Max TC CSI:0.873 Max BC CSI:0.990 Max Web CSI:0.996 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T03M Ply: 1 Qty:5 Wgt: 301.0 lbs DRW: .../...01/30/2024 T1 T2 T3 T4 M1 M2 B1 B2 B3 B4 B5 B6 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 39'8" 1'6"13 1'6"13 4'8"5 3'1"8 7'2"14 2'6"9 12'1"12 4'10"14 17'1"5 4'11"9 22'9"12 5'8"7 24'3"12 1'6" 26'8"15 2'5"3 28'8"12 1'11"13 33'2" 4'5"4 39'8" 6'6" 2'5"8 2'5"8 4'6"9 2'1"1 6'11"10 2'5"1 12' 5'0"6 16'11"9 4'11"9 22'7"8 5'7"15 24'3"12 1'8"4 28'8"12 4'5" 33'2" 4'5"4 39'8" 6'6"1'4"8 4"9 5"3 4'8"141'5'5"810'4"511'1"7(a) (a) 20'11"A B C D E F G H I J KL M N O PQRS TUVW XYZ AA AB AC 7 12 412 4X5(**)3X4(**)6X12(**)(I) 3X4(**) 3X8(**) 4X5 4X5 5X5(**) 6X10(**) 3X4(**) 6X8(**) 10X12(**) 8X8(**) 6X8(**) 4X4(**) 3X8(**) 6X8(**) 8X8(**) 4X5 4X5(C5) 4X5(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 2 plate(s) require special positioning. Refer 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 -1.38 9.87BC 117 0.15 9.87Apply 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 is2-9-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 410 /-/-/178 /128 /97 E 306 /-/-/123 /110 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 288 -442 Chords Tens.Comp. C - D 0 -48 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 398 -368 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 444 -466 Webs Tens.Comp. D - E 34 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.043 B 999 240 VERT(CL):0.085 B 999 180 HORZ(LL):0.013 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.522 Max BC CSI:0.588 Max Web CSI:0.258 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T16 Ply: 1 Qty:17 Wgt: 39.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 9'10"8 7'2"1 7'2"1 9'10"8 2'8"7 9'10"8 9'10"81'4"8 4"2 2'9"123'1"610'1"2A B C D EF 3 12 3X4(**) 3X4 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 2 plate(s) require special positioning. Refer 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 -1.38 9.87BC 117 0.15 9.87Apply 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 is2-9-12. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 410 /-/-/178 /128 /97 E 306 /-/-/123 /110 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 288 -442 Chords Tens.Comp. C - D 0 -48 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 398 -368 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 444 -466 Webs Tens.Comp. D - E 34 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.043 B 999 240 VERT(CL):0.085 B 999 180 HORZ(LL):0.013 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.522 Max BC CSI:0.588 Max Web CSI:0.258 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T16 Ply: 1 Qty:17 Wgt: 39.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 9'10"8 7'2"1 7'2"1 9'10"8 2'8"7 9'10"8 9'10"81'4"8 4"2 2'9"123'1"610'1"2A B C D EF 3 12 3X4(**) 3X4 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 2 plate(s) require special positioning. Refer 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 -1.38 10.00BC 118 0.15 10.00Apply 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. 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 is2-10-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*72 /-/-/30 /21 /9 Wind reactions based on MWFRS F Brg Wid = 119 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 288 -444 Chords Tens.Comp. C - D 0 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 399 -192 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 448 -471 Webs Tens.Comp. D - E 37 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.046 B 999 240 VERT(CL):0.089 B 999 180 HORZ(LL):0.011 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.604 Max Web CSI:0.270 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T16A Ply: 1 Qty:1 Wgt: 39.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 10' 7'3"15 7'3"15 10' 2'8"1 10' 10'1'4"8 4"2 2'10"23'1"1210'1"2A B C D EF 3 12 3X4(**) 3X4 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 2 plate(s) require special positioning. Refer 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 -1.38 10.00BC 118 0.15 10.00Apply 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. 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 is2-10-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*72 /-/-/30 /21 /9 Wind reactions based on MWFRS F Brg Wid = 119 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 288 -444 Chords Tens.Comp. C - D 0 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 399 -192 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 448 -471 Webs Tens.Comp. D - E 37 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.046 B 999 240 VERT(CL):0.089 B 999 180 HORZ(LL):0.011 B - - HORZ(TL):0.026 B - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.604 Max Web CSI:0.270 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T16A Ply: 1 Qty:1 Wgt: 39.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 10' 7'3"15 7'3"15 10' 2'8"1 10' 10'1'4"8 4"2 2'10"23'1"1210'1"2A B C D EF 3 12 3X4(**) 3X4 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 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 -1.38 10.00BC 118 0.15 10.00Apply 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 is2-10-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 414 /-/-/180 /129 /98 E 311 /-/-/125 /112 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 405 -444 Chords Tens.Comp. C - D 0 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 399 -514 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 624 -471 Webs Tens.Comp. D - E 37 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.046 B 999 240 VERT(CL):0.089 B 999 180 HORZ(LL):0.014 B - - HORZ(TL):0.027 B - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.604 Max Web CSI:0.270 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T16B Ply: 1 Qty:6 Wgt: 39.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 10' 7'3"15 7'3"15 10' 2'8"1 10' 10'1'4"8 4"2 2'10"23'1"1210'1"2A B C D EF 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 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 -1.38 10.00BC 118 0.15 10.00Apply 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 is2-10-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F 414 /-/-/180 /129 /98 E 311 /-/-/125 /112 /- Wind reactions based on MWFRS F Brg Wid = 5.5 Min Req =1.5 (Truss) E Brg Wid = -Min Req =-Bearing F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 0 B - C 405 -444 Chords Tens.Comp. C - D 0 -49 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 399 -514 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 624 -471 Webs Tens.Comp. D - E 37 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.046 B 999 240 VERT(CL):0.089 B 999 180 HORZ(LL):0.014 B - - HORZ(TL):0.027 B - - Creep Factor: 2.0 Max TC CSI:0.552 Max BC CSI:0.604 Max Web CSI:0.270 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T16B Ply: 1 Qty:6 Wgt: 39.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 10' 7'3"15 7'3"15 10' 2'8"1 10' 10'1'4"8 4"2 2'10"23'1"1210'1"2A B C D EF 3 12 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 54 plf at 0.00 to 54 plf at 2.54BC: From 10 plf at 0.00 to 10 plf at 2.54BC: 582 lb Conc. Load at 1.21 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 2.54BC 30 0.00 2.54 Apply 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 (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 386 /-/-/-/185 /- C 358 /-/-/-/173 /-Wind reactions based on MWFRS D Brg Wid = -Min Req =- C Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - D 60 -69 A - C 0 0 Webs Tens.Comp. B - C 60 -69 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.78 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 B 999 240 VERT(CL):0.001 B 999 180 HORZ(LL):0.003 A - - HORZ(TL):0.004 A - - Creep Factor: 2.0 Max TC CSI:0.106 Max BC CSI:0.381 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T17 Ply: 1 Qty:1 Wgt: 52.5 lbs Page 1 of 2 DRW: .../...01/30/2024 T1 B1 W1 W2 W1 2'6"8 2'6"8 2'6"89'10"6(a) (a) 20'11" A B CD 3X4 3X4(**) 3X4(**) 3X4(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP #2;Webs: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 54 plf at 0.00 to 54 plf at 2.54BC: From 10 plf at 0.00 to 10 plf at 2.54BC: 582 lb Conc. Load at 1.21 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 2.54BC 30 0.00 2.54 Apply 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 (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 386 /-/-/-/185 /- C 358 /-/-/-/173 /-Wind reactions based on MWFRS D Brg Wid = -Min Req =- C Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - D 60 -69 A - C 0 0 Webs Tens.Comp. B - C 60 -69 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.78 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.001 B 999 240 VERT(CL):0.001 B 999 180 HORZ(LL):0.003 A - - HORZ(TL):0.004 A - - Creep Factor: 2.0 Max TC CSI:0.106 Max BC CSI:0.381 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T17 Ply: 1 Qty:1 Wgt: 52.5 lbs Page 1 of 2 DRW: .../...01/30/2024 T1 B1 W1 W2 W1 2'6"8 2'6"8 2'6"89'10"6(a) (a) 20'11" A B CD 3X4 3X4(**) 3X4(**) 3X4(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is9-10-6. Job Number:24269 Cellar Residence Truss Label:T17 Ply: 1 Qty:1 Wgt: 52.5 lbs Page 2 of 2 DRW: .../...01/30/2024 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP #2;Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 54 plf at 0.00 to 54 plf at 2.54BC: From 10 plf at 0.00 to 10 plf at 2.54BC: 378 lb Conc. Load at 1.17 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 2.54BC 31 0.00 2.54 Apply 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 (J) Hanger Support Required, by others 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 is4-3-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 286 /-/-/-/120 /- C 255 /-/-/-/109 /-Wind reactions based on MWFRS D Brg Wid = -Min Req =- C Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 2 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - D 52 -68 A - C 0 0 Webs Tens.Comp. B - C 52 -69 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 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 16.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.000 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.246 Max Web CSI:0.024 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T18 Ply: 1 Qty:1 Wgt: 28.7 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 2'6"8 2'6"8 2'6"84'3"820'11" A B CD 3X4 3X4(**) 3X4(**) 3X4(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP #2;Webs: 2x4 SP #3; Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 54 plf at 0.00 to 54 plf at 2.54BC: From 10 plf at 0.00 to 10 plf at 2.54BC: 378 lb Conc. Load at 1.17 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 2.54BC 31 0.00 2.54 Apply 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 (J) Hanger Support Required, by others 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 is4-3-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D 286 /-/-/-/120 /- C 255 /-/-/-/109 /-Wind reactions based on MWFRS D Brg Wid = -Min Req =- C Brg Wid = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 1 -2 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. D - C 2 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - D 52 -68 A - C 0 0 Webs Tens.Comp. B - C 52 -69 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 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 16.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.000 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):0.000 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.246 Max Web CSI:0.024 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T18 Ply: 1 Qty:1 Wgt: 28.7 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W1 2'6"8 2'6"8 2'6"84'3"820'11" A B CD 3X4 3X4(**) 3X4(**) 3X4(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 2 plate(s) require special positioning. Refer 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 11.83BC 120 0.15 11.83Apply 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=11'7" uses the followingsupport conditions: 11'7"Bearing D (11'7", 20'11") LUS26Supporting Member: (1)2x6 SP #2(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember. 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 is4-3-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 388 /-/-/164 /95 /137 D 378 /-/-/165 /141 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = -Min Req =-Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 327 -643 Chords Tens.Comp. B - C 27 -58 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 566 -474 Chords Tens.Comp. E - D 563 -474 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. E - B 206 0 B - D 524 -622 Webs Tens.Comp. C - D 103 -94 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.24 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 A 999 240 VERT(CL):0.034 A 999 180 HORZ(LL):0.009 A - - HORZ(TL):0.014 A - - Creep Factor: 2.0 Max TC CSI:0.418 Max BC CSI:0.537 Max Web CSI:0.344 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T19 Ply: 1 Qty:1 Wgt: 53.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W3 11'10" 6'11"15 6'11"15 11'10" 4'10"1 6'10"3 6'10"3 11'10" 4'11"13 4"3 4'3"820'11" A B C DE 4 12 3X4(**) 3X4 3X4 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 2 plate(s) require special positioning. Refer 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 11.83BC 120 0.15 11.83Apply 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=11'7" uses the followingsupport conditions: 11'7"Bearing D (11'7", 20'11") LUS26Supporting Member: (1)2x6 SP #2(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember. 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 is4-3-8. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 388 /-/-/164 /95 /137 D 378 /-/-/165 /141 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) D Brg Wid = -Min Req =-Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 327 -643 Chords Tens.Comp. B - C 27 -58 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - E 566 -474 Chords Tens.Comp. E - D 563 -474 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. E - B 206 0 B - D 524 -622 Webs Tens.Comp. C - D 103 -94 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.24 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.021 A 999 240 VERT(CL):0.034 A 999 180 HORZ(LL):0.009 A - - HORZ(TL):0.014 A - - Creep Factor: 2.0 Max TC CSI:0.418 Max BC CSI:0.537 Max Web CSI:0.344 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T19 Ply: 1 Qty:1 Wgt: 53.2 lbs DRW: .../...01/30/2024 T1 B1 W1 W2 W3 11'10" 6'11"15 6'11"15 11'10" 4'10"1 6'10"3 6'10"3 11'10" 4'11"13 4"3 4'3"820'11" A B C DE 4 12 3X4(**) 3X4 3X4 3X4(**) 4X5(R) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x6 SP 2400f-2.0E;T3 2x8 SP 2400f-2.0E; T5 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP #2; B1 2x4 SP 2400f-2.0E;B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500'Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 45 plf at 0.00 to 45 plf at 28.58TC: From 44 plf at 28.58 to 44 plf at 39.67BC: From 8 plf at 2.04 to 8 plf at 22.96 BC: From 16 plf at 22.96 to 16 plf at 28.58BC: From 8 plf at 28.58 to 8 plf at 39.67PLB: From 32 plf at 22.96 to 32 plf at 26.88BC: 358 lb Conc. Load at 17.90BC: 255 lb Conc. Load at 28.02 Plating Notes All plates are 3X4 except as noted. (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. TrayScab(s) (2) 2x6x8-8-13 x SP 2400f-2.0E scabs at left end.Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, Plus additional nailclusters at: BRG.: (4), heel: (8), 1st panel point: (4). Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.04 15.07TC 24 15.07 26.73TC 24 20.90 22.17TC 24 25.16 37.62BC 87 0.06 10.09BC 66 10.10 37.37Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1365 /-/-/-/610 /- X 1489 /-/-/-/650 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) X Brg Wid = -Min Req =-Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 304 -682 B - C 1119 -2609 C - D 1323 -3000 D - E 1236 -2833 E - F 1088 -2474 F - G 1083 -2454G - H 345 -877 Chords Tens.Comp. H - I 389 -997 I - J 1279 -2956 J - K 1496 -568 J - L 2002 -4676 L - M 2011 -4681 M - N 1732 -3972N - O 1761 -4016 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2777 -1219 V - T 2399 -1043 U - S 44 -19 S - R 2984 -1284 Chords Tens.Comp. R - Q 2980 -1285 Q - P 3025 -1304 P - O 3743 -1628 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - C 236 -446 D - V 269 -576E - V 407 -146 E - T 181 -436 F - T 100 -140 T - U 53 0 T - S 1569 -683 T - G 1041 -460 S - G 1203 -480 S - W 819 -1929 Webs Tens.Comp. G - W 548 -1230 W -R 561 -172W -H 398 -105 W -I 1082 -2496 K - Q 92 -61 K - L 855 -336 K - P 910 -400 K - M 746 -263 P - M 188 -350 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 10.59 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.495 Q 949 469 VERT(CL):0.775 Q 606 469 HORZ(LL):0.143 F - - HORZ(TL):0.224 F - - Creep Factor: 2.0 Max TC CSI:0.476 Max BC CSI:0.995 Max Web CSI:0.918 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T20 Ply: 1 Qty:1 Wgt: 343.0 lbs Page 1 of 2 DRW: .../...01/30/2024 T1 T2 T3T4 T5 M1 M2B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 39'8" 2'0"8 2'0"8 6'3"12 4'3"4 8'7"3 2'3"7 12'1"12 3'6"9 17'1"5 4'11"9 22'11"8 5'10"3 24'0"12 1'1"4 26'8"15 2'8"3 28'8"12 1'11"13 32'10"8 4'1"12 39'8" 6'9"8 2'0"8 2'0"8 2'4" 3"8 3'1"4 9"3 8'5"11 5'4"7 12' 3'6"5 17'1"5 5'1"5 22'9"12 5'8"7 28'8"12 5'11" 32'10"8 4'1"12 39'8" 6'9"8 4"9 5"3 4'8"141'10'4"5(a) (a) 20'11" A B C D E F G H I J KL M N O PQRS TUV W X 7 12 412 5X7(**)3X8(C6) 5X5(**) 4X5 6X10(**) 3X4(**) 8X12(**) 10X12(**) 6X8(**)4X4 4X8(**) 4X8(**) 6X8 8X8(**) 4X5 3X4(C5)4X5(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x6 SP 2400f-2.0E;T3 2x8 SP 2400f-2.0E; T5 2x4 SP 2400f-2.0E;Bot chord: 2x6 SP #2; B1 2x4 SP 2400f-2.0E;B3 2x6 SP 2400f-2.0E; Webs: 2x4 SP #3;Lt Slider: 2x4 SP #3; block length = 1.500'Rt Slider: 2x4 SP #3; block length = 1.750' Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 45 plf at 0.00 to 45 plf at 28.58TC: From 44 plf at 28.58 to 44 plf at 39.67BC: From 8 plf at 2.04 to 8 plf at 22.96 BC: From 16 plf at 22.96 to 16 plf at 28.58BC: From 8 plf at 28.58 to 8 plf at 39.67PLB: From 32 plf at 22.96 to 32 plf at 26.88BC: 358 lb Conc. Load at 17.90BC: 255 lb Conc. Load at 28.02 Plating Notes All plates are 3X4 except as noted. (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. TrayScab(s) (2) 2x6x8-8-13 x SP 2400f-2.0E scabs at left end.Attach one scab to each outer face of chord with:0.131"x3", min. nails @ 8" oc, Plus additional nailclusters at: BRG.: (4), heel: (8), 1st panel point: (4). Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.04 15.07TC 24 15.07 26.73TC 24 20.90 22.17TC 24 25.16 37.62BC 87 0.06 10.09BC 66 10.10 37.37Apply 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1365 /-/-/-/610 /- X 1489 /-/-/-/650 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =1.5 (Truss) X Brg Wid = -Min Req =-Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 304 -682 B - C 1119 -2609 C - D 1323 -3000 D - E 1236 -2833 E - F 1088 -2474 F - G 1083 -2454G - H 345 -877 Chords Tens.Comp. H - I 389 -997 I - J 1279 -2956 J - K 1496 -568 J - L 2002 -4676 L - M 2011 -4681 M - N 1732 -3972N - O 1761 -4016 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - V 2777 -1219 V - T 2399 -1043 U - S 44 -19 S - R 2984 -1284 Chords Tens.Comp. R - Q 2980 -1285 Q - P 3025 -1304 P - O 3743 -1628 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - C 236 -446 D - V 269 -576E - V 407 -146 E - T 181 -436 F - T 100 -140 T - U 53 0 T - S 1569 -683 T - G 1041 -460 S - G 1203 -480 S - W 819 -1929 Webs Tens.Comp. G - W 548 -1230 W -R 561 -172W -H 398 -105 W -I 1082 -2496 K - Q 92 -61 K - L 855 -336 K - P 910 -400 K - M 746 -263 P - M 188 -350 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 19.2 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 10.59 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Building Code: FBC 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.495 Q 949 469 VERT(CL):0.775 Q 606 469 HORZ(LL):0.143 F - - HORZ(TL):0.224 F - - Creep Factor: 2.0 Max TC CSI:0.476 Max BC CSI:0.995 Max Web CSI:0.918 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T20 Ply: 1 Qty:1 Wgt: 343.0 lbs Page 1 of 2 DRW: .../...01/30/2024 T1 T2 T3T4 T5 M1 M2B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 39'8" 2'0"8 2'0"8 6'3"12 4'3"4 8'7"3 2'3"7 12'1"12 3'6"9 17'1"5 4'11"9 22'11"8 5'10"3 24'0"12 1'1"4 26'8"15 2'8"3 28'8"12 1'11"13 32'10"8 4'1"12 39'8" 6'9"8 2'0"8 2'0"8 2'4" 3"8 3'1"4 9"3 8'5"11 5'4"7 12' 3'6"5 17'1"5 5'1"5 22'9"12 5'8"7 28'8"12 5'11" 32'10"8 4'1"12 39'8" 6'9"8 4"9 5"3 4'8"141'10'4"5(a) (a) 20'11" A B C D E F G H I J KL M N O PQRS TUV W X 7 12 412 5X7(**)3X8(C6) 5X5(**) 4X5 6X10(**) 3X4(**) 8X12(**) 10X12(**) 6X8(**)4X4 4X8(**) 4X8(**) 6X8 8X8(**) 4X5 3X4(C5)4X5(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau 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 on manufacturer tested capacities and calculations.Conditions may exist that require different connectionsthan indicated. Refer to manufacturer publication foradditional information. Bearing at location x=39'5" uses the following support conditions: 39'5"Bearing X (39'5", 20'11") HTU26Supporting Member: (2)2x6 SP 2400f-2.0E(20) 0.148"x3" nails into supportingmember, (14) 0.148"x1.5" nails into supportedmember. Job Number:24269 Cellar Residence Truss Label:T20 Ply: 1 Qty:1 Wgt: 343.0 lbs Page 2 of 2 DRW: .../...01/30/2024 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #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 -1.37 17.11TC 24 17.11 17.83BC 28 0.15 2.46BC 105 1.57 12.13BC 68 12.15 17.83Apply 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=17'7" uses the followingsupport conditions: 17'7"Bearing H (17'7", 20'11") HTU26Supporting Member: (1)2x6 SP #2(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember. 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 683 /-/-/397 /101 /351 H 582 /-/-/384 /252 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 51 -313 C - D 234 -1004 Chords Tens.Comp. D - E 108 -536 E - F 256 -560 F - G 69 -131 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 67 -49 C - N 809 -484 O - M 21 -16 N - L 839 -506 Chords Tens.Comp. L - J 836 -506 K - I 36 -22 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - O 445 -618 N - M 407 -284 L - D 237 -17 D - J 315 -523 E - J 261 -329 Webs Tens.Comp. J - K 109 -29 J - I 26 -42 J - F 818 -506 I - F 280 -342 G - H 131 -260 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.249 M 852 240 VERT(CL):0.409 M 519 212 HORZ(LL):0.137 I - - HORZ(TL):0.225 I - - Creep Factor: 2.0 Max TC CSI:0.664 Max BC CSI:0.988 Max Web CSI:0.949 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T21 Ply: 1 Qty:1 Wgt: 140.0 lbs DRW: .../...01/30/2024 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 17'10" 7'2"14 7'2"14 12'1"12 4'10"14 17'1"5 4'11"9 17'10" 8"11 1'7"11 1'7"11 2'5"8 9"13 7'2"12 4'9"4 12' 4'9"4 16'11"9 4'11"9 17'10" 10"7 1'4"8 4"9 9'11"41'10'4"511'1"7(a) (a)(a) 20'11"A B C D E F G HI JKL MNO 7 12 3X4(A1) 3X8 3X4 3X4(**) 3X8(**) 3X4 5X5(**) 3X4 5X7(**) 3X4(**) 3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2; T1 2x4 SP 2400f-2.0E;Bot chord: 2x4 SP #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 -1.37 17.11TC 24 17.11 17.83BC 28 0.15 2.46BC 105 1.57 12.13BC 68 12.15 17.83Apply 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=17'7" uses the followingsupport conditions: 17'7"Bearing H (17'7", 20'11") HTU26Supporting Member: (1)2x6 SP #2(20) 0.148"x3" nails into supportingmember,(11) 0.148"x1.5" nails into supportedmember. 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 is10-4-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 683 /-/-/397 /101 /351 H 582 /-/-/384 /252 /- Wind reactions based on MWFRS B Brg Wid = 5.5 Min Req =1.5 (Truss) H Brg Wid = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 42 0 B - C 51 -313 C - D 234 -1004 Chords Tens.Comp. D - E 108 -536 E - F 256 -560 F - G 69 -131 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 67 -49 C - N 809 -484 O - M 21 -16 N - L 839 -506 Chords Tens.Comp. L - J 836 -506 K - I 36 -22 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - O 445 -618 N - M 407 -284 L - D 237 -17 D - J 315 -523 E - J 261 -329 Webs Tens.Comp. J - K 109 -29 J - I 26 -42 J - F 818 -506 I - F 280 -342 G - H 131 -260 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.89 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.249 M 852 240 VERT(CL):0.409 M 519 212 HORZ(LL):0.137 I - - HORZ(TL):0.225 I - - Creep Factor: 2.0 Max TC CSI:0.664 Max BC CSI:0.988 Max Web CSI:0.949 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T21 Ply: 1 Qty:1 Wgt: 140.0 lbs DRW: .../...01/30/2024 T1 T2 T3 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 17'10" 7'2"14 7'2"14 12'1"12 4'10"14 17'1"5 4'11"9 17'10" 8"11 1'7"11 1'7"11 2'5"8 9"13 7'2"12 4'9"4 12' 4'9"4 16'11"9 4'11"9 17'10" 10"7 1'4"8 4"9 9'11"41'10'4"511'1"7(a) (a)(a) 20'11"A B C D E F G HI JKL MNO 7 12 3X4(A1) 3X8 3X4 3X4(**) 3X8(**) 3X4 5X5(**) 3X4 5X7(**) 3X4(**) 3X4 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Plating Notes (**) 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 -1.38 8.96TC 24 8.96 19.29BC 120 0.15 17.77Apply 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 is3-4-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 661 /-/-/281 /211 /68 D 661 /-/-/281 /211 /- 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 26 0 B - C 769 -1080 Chords Tens.Comp. C - D 769 -1080 D - E 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 965 -596 Chords Tens.Comp. F - D 965 -596 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 296 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 F 999 240 VERT(CL):0.074 B 999 211 HORZ(LL):0.015 D - - HORZ(TL):0.031 B - - Creep Factor: 2.0 Max TC CSI:0.895 Max BC CSI:0.813 Max Web CSI:0.113 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T22 Ply: 1 Qty:2 Wgt: 65.8 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 W1 17'11" 8'11"8 8'11"8 17'11" 8'11"8 8'11"8 8'11"8 17'11" 8'11"81'4"8 1'4"8 4"33'4"3'9"10'1"2A B C D E F 4 12 3X4(**) 6X6(**) 5X5(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; 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 -1.38 8.96TC 24 8.96 19.29BC 120 0.15 17.77Apply 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 is3-4-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 661 /-/-/281 /211 /68 D 661 /-/-/281 /211 /- 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 26 0 B - C 769 -1080 Chords Tens.Comp. C - D 769 -1080 D - E 26 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 965 -596 Chords Tens.Comp. F - D 965 -596 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 296 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.041 F 999 240 VERT(CL):0.074 B 999 211 HORZ(LL):0.015 D - - HORZ(TL):0.031 B - - Creep Factor: 2.0 Max TC CSI:0.895 Max BC CSI:0.813 Max Web CSI:0.113 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T22 Ply: 1 Qty:2 Wgt: 65.8 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 W1 17'11" 8'11"8 8'11"8 17'11" 8'11"8 8'11"8 8'11"8 17'11" 8'11"81'4"8 1'4"8 4"33'4"3'9"10'1"2A B C D E F 4 12 3X4(**) 6X6(**) 5X5(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to 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 11.92 BC: From 5 plf at 0.00 to 5 plf at 11.92BC: 1386 lb Conc. Load at 0.65BC: 1468 lb Conc. Load at 2.65, 4.65, 5.94, 7.949.94BC: 1489 lb Conc. Load at 10.58 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 5.96 TC 24 5.96 11.92BC 120 0.00 11.92Apply 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 is4-2-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 5345 /-/-/-/1690 /- G 5598 /-/-/-/1908 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =2.8 (Support) G Brg Wid = 5.5 Min Req =2.9 (Support)Bearings A & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 910 -2833 B - C 894 -2811 Chords Tens.Comp. C - D 892 -2805 D - E 906 -2825 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 2425 -764 Chords Tens.Comp. F - E 2429 -767 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 2684 -791 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.35 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 8th Ed. 2023 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):0.046 F 999 240 VERT(CL):0.073 F 999 180 HORZ(LL):-0.014 D - - HORZ(TL):0.022 D - - Creep Factor: 2.0 Max TC CSI:0.451 Max BC CSI:0.701 Max Web CSI:0.606 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T23 Ply: 2 Qty:1 Wgt: 117.6 lbs DRW: .../...01/30/2024 T1 T1 M1 M1 B1 W1 11'11" 5'11"8 5'11"8 11'11" 5'11"8 5'11"8 5'11"8 11'11" 5'11"8 8"54'2"20'11" A B C D E F G 7 12 5X5(B2) 3X4 5X5(**) 4X10(**) 3X4 5X7(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #2;Bot chord: 2x6 SP 2400f-2.0E;Webs: 2x4 SP #2;Lt Slider: 2x4 SP #3; block length = 1.500' Rt Slider: 2x4 SP #3; block length = 1.500' Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to 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 11.92 BC: From 5 plf at 0.00 to 5 plf at 11.92BC: 1386 lb Conc. Load at 0.65BC: 1468 lb Conc. Load at 2.65, 4.65, 5.94, 7.949.94BC: 1489 lb Conc. Load at 10.58 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 5.96 TC 24 5.96 11.92BC 120 0.00 11.92Apply 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 is4-2-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 5345 /-/-/-/1690 /- G 5598 /-/-/-/1908 /- Wind reactions based on MWFRS A Brg Wid = 5.5 Min Req =2.8 (Support) G Brg Wid = 5.5 Min Req =2.9 (Support)Bearings A & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 910 -2833 B - C 894 -2811 Chords Tens.Comp. C - D 892 -2805 D - E 906 -2825 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 2425 -764 Chords Tens.Comp. F - E 2429 -767 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 2684 -791 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.35 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 8th Ed. 2023 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):0.046 F 999 240 VERT(CL):0.073 F 999 180 HORZ(LL):-0.014 D - - HORZ(TL):0.022 D - - Creep Factor: 2.0 Max TC CSI:0.451 Max BC CSI:0.701 Max Web CSI:0.606 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:T23 Ply: 2 Qty:1 Wgt: 117.6 lbs DRW: .../...01/30/2024 T1 T1 M1 M1 B1 W1 11'11" 5'11"8 5'11"8 11'11" 5'11"8 5'11"8 5'11"8 11'11" 5'11"8 8"54'2"20'11" A B C D E F G 7 12 5X5(B2) 3X4 5X5(**) 4X10(**) 3X4 5X7(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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer 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 5.26TC 24 5.26 10.38BC 75 0.00 10.52Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is3-1-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/26 /27 /7 Wind reactions based on MWFRS C Brg Wid = 126 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 301 -217 Chords Tens.Comp. B - C 301 -214 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 271 -210 Chords Tens.Comp. D - C 271 -210 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 402 -475 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.68 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 A 999 240 VERT(CL):0.031 A 999 180 HORZ(LL):-0.008 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.561 Max BC CSI:0.441 Max Web CSI:0.120 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V01 Ply: 1 Qty:1 Wgt: 37.8 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 10'6"5 5'3"2 5'3"2 10'6"5 5'3"2 5'3"2 5'3"2 10'6"5 5'3"2 0"83'1"521'11"11 A B C D 7 12 3X4(**) 5X5(**) 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;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 5.26TC 24 5.26 10.38BC 75 0.00 10.52Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is3-1-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/26 /27 /7 Wind reactions based on MWFRS C Brg Wid = 126 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 301 -217 Chords Tens.Comp. B - C 301 -214 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 271 -210 Chords Tens.Comp. D - C 271 -210 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 402 -475 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.68 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 A 999 240 VERT(CL):0.031 A 999 180 HORZ(LL):-0.008 C - - HORZ(TL):0.014 C - - Creep Factor: 2.0 Max TC CSI:0.561 Max BC CSI:0.441 Max Web CSI:0.120 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V01 Ply: 1 Qty:1 Wgt: 37.8 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 10'6"5 5'3"2 5'3"2 10'6"5 5'3"2 5'3"2 5'3"2 10'6"5 5'3"2 0"83'1"521'11"11 A B C D 7 12 3X4(**) 5X5(**) 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 4.12TC 24 4.12 8.09BC 75 0.00 8.24Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is2-5-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/25 /26 /7 Wind reactions based on MWFRS C Brg Wid = 98.9 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 189 -146 Chords Tens.Comp. B - C 189 -143 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 206 -125 Chords Tens.Comp. D - C 206 -125 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 324 -321 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.02 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 A 999 240 VERT(CL):0.015 A 999 180 HORZ(LL):-0.004 C - - HORZ(TL):0.007 C - - Creep Factor: 2.0 Max TC CSI:0.315 Max BC CSI:0.250 Max Web CSI:0.096 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V02 Ply: 1 Qty:1 Wgt: 30.8 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 8'2"14 4'1"7 4'1"7 8'2"14 4'1"7 4'1"7 4'1"7 8'2"14 4'1"7 0"82'5"522'7"11 A B C D 7 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 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 0.15 4.12TC 24 4.12 8.09BC 75 0.00 8.24Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is2-5-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/25 /26 /7 Wind reactions based on MWFRS C Brg Wid = 98.9 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 189 -146 Chords Tens.Comp. B - C 189 -143 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 206 -125 Chords Tens.Comp. D - C 206 -125 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 324 -321 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.02 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 A 999 240 VERT(CL):0.015 A 999 180 HORZ(LL):-0.004 C - - HORZ(TL):0.007 C - - Creep Factor: 2.0 Max TC CSI:0.315 Max BC CSI:0.250 Max Web CSI:0.096 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V02 Ply: 1 Qty:1 Wgt: 30.8 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 8'2"14 4'1"7 4'1"7 8'2"14 4'1"7 4'1"7 4'1"7 8'2"14 4'1"7 0"82'5"522'7"11 A B C D 7 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 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 0.15 9.64TC 24 9.64 19.14BC 75 0.00 19.29Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is5-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*66 /-/-/27 /17 /8 Wind reactions based on MWFRS E Brg Wid = 231 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 91 -99 B - C 145 -133 Chords Tens.Comp. C - D 145 -133 D - E 91 -99 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 92 -66 H - G 99 -73 Chords Tens.Comp. G - F 99 -73 F - E 92 -66 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 296 -352 C - G 42 -246 Webs Tens.Comp. F - D 296 -352 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.85 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 240 VERT(CL):0.002 C 999 227 HORZ(LL):-0.002 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.737 Max BC CSI:0.313 Max Web CSI:0.138 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V03 Ply: 1 Qty:1 Wgt: 75.6 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 W1 W2 W1 19'3"7 3'7"11 6'(TYP) 9'7"11 9'7"11 19'3"7 9'7"11 19'3"7 19'3"7 0"85'8"24'10"6 A B C D E FGH 7 12 3X4(**) 3X4 3X4 5X5(**) 5X5(**)3X4 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 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 0.15 9.64TC 24 9.64 19.14BC 75 0.00 19.29Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is5-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*66 /-/-/27 /17 /8 Wind reactions based on MWFRS E Brg Wid = 231 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 91 -99 B - C 145 -133 Chords Tens.Comp. C - D 145 -133 D - E 91 -99 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 92 -66 H - G 99 -73 Chords Tens.Comp. G - F 99 -73 F - E 92 -66 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 296 -352 C - G 42 -246 Webs Tens.Comp. F - D 296 -352 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.85 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 240 VERT(CL):0.002 C 999 227 HORZ(LL):-0.002 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.737 Max BC CSI:0.313 Max Web CSI:0.138 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V03 Ply: 1 Qty:1 Wgt: 75.6 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 W1 W2 W1 19'3"7 3'7"11 6'(TYP) 9'7"11 9'7"11 19'3"7 9'7"11 19'3"7 19'3"7 0"85'8"24'10"6 A B C D E FGH 7 12 3X4(**) 3X4 3X4 5X5(**) 5X5(**)3X4 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 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 0.15 8.50TC 24 8.50 16.85BC 120 0.00 17.00Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is5-0-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*66 /-/-/26 /17 /8 Wind reactions based on MWFRS E Brg Wid = 203 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 80 -100 B - C 141 -156 Chords Tens.Comp. C - D 141 -156 D - E 80 -100 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 81 -47 H - G 86 -59 Chords Tens.Comp. G - F 86 -59 F - E 81 -47 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 325 -366 C - G 48 -222 Webs Tens.Comp. F - D 325 -366 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.18 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 A 999 240 VERT(CL):-0.004 A 999 200 HORZ(LL):-0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.324 Max Web CSI:0.097 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V04 Ply: 1 Qty:1 Wgt: 65.8 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 W1 W2 W1 17' 2'6" 6'(TYP) 8'6" 8'6" 17' 8'6" 17' 17' 0"85'25'6"6 A B C D E FGH 7 12 3X4(**) 3X4 3X4 5X5(**) 5X5(**)3X4 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 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 0.15 8.50TC 24 8.50 16.85BC 120 0.00 17.00Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is5-0-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*66 /-/-/26 /17 /8 Wind reactions based on MWFRS E Brg Wid = 203 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 80 -100 B - C 141 -156 Chords Tens.Comp. C - D 141 -156 D - E 80 -100 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 81 -47 H - G 86 -59 Chords Tens.Comp. G - F 86 -59 F - E 81 -47 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 325 -366 C - G 48 -222 Webs Tens.Comp. F - D 325 -366 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.18 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002 A 999 240 VERT(CL):-0.004 A 999 200 HORZ(LL):-0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.738 Max BC CSI:0.324 Max Web CSI:0.097 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V04 Ply: 1 Qty:1 Wgt: 65.8 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 W1 W2 W1 17' 2'6" 6'(TYP) 8'6" 8'6" 17' 8'6" 17' 17' 0"85'25'6"6 A B C D E FGH 7 12 3X4(**) 3X4 3X4 5X5(**) 5X5(**)3X4 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 3 plate(s) require special positioning. Refer 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 6.66TC 24 6.66 13.18BC 75 0.00 13.33Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is3-11-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/26 /16 /8 Wind reactions based on MWFRS C Brg Wid = 159 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 474 -316 Chords Tens.Comp. B - C 474 -314 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 366 -345 Chords Tens.Comp. D - C 366 -345 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 519 -699 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.72 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.035 A 999 240 VERT(CL):0.065 A 999 180 HORZ(LL):-0.016 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.962 Max BC CSI:0.758 Max Web CSI:0.203 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V05 Ply: 1 Qty:1 Wgt: 47.6 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 13'3"15 6'7"15 6'7"15 13'3"15 6'7"15 6'7"15 6'7"15 13'3"15 6'7"15 0"83'11"226'7"3 A B C D 7 12 3X4(**) 5X5(**) 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;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 6.66TC 24 6.66 13.18BC 75 0.00 13.33Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is3-11-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/26 /16 /8 Wind reactions based on MWFRS C Brg Wid = 159 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 474 -316 Chords Tens.Comp. B - C 474 -314 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 366 -345 Chords Tens.Comp. D - C 366 -345 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 519 -699 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.72 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.035 A 999 240 VERT(CL):0.065 A 999 180 HORZ(LL):-0.016 C - - HORZ(TL):0.030 C - - Creep Factor: 2.0 Max TC CSI:0.962 Max BC CSI:0.758 Max Web CSI:0.203 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V05 Ply: 1 Qty:1 Wgt: 47.6 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 13'3"15 6'7"15 6'7"15 13'3"15 6'7"15 6'7"15 6'7"15 13'3"15 6'7"15 0"83'11"226'7"3 A B C D 7 12 3X4(**) 5X5(**) 3X4 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; 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 purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.15 4.66TC 24 4.66 9.18BC 75 0.00 9.33Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is2-9-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/26 /15 /8 Wind reactions based on MWFRS C Brg Wid = 111 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 240 -190 Chords Tens.Comp. B - C 240 -187 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 249 -163 Chords Tens.Comp. D - C 249 -163 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 381 -391 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.30 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 A 999 240 VERT(CL):0.022 A 999 180 HORZ(LL):-0.005 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.421 Max BC CSI:0.334 Max Web CSI:0.113 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V06 Ply: 1 Qty:1 Wgt: 32.2 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 9'3"15 4'7"15 4'7"15 9'3"15 4'7"15 4'7"15 4'7"15 9'3"15 4'7"15 0"82'9"227'9"3 A B C D 7 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes (**) 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 0.15 4.66TC 24 4.66 9.18BC 75 0.00 9.33Apply 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 See DWGS VALTN220723 and VAL180220723 forvalley details. The overall height of this truss excluding overhang is2-9-2. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*66 /-/-/26 /15 /8 Wind reactions based on MWFRS C Brg Wid = 111 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 240 -190 Chords Tens.Comp. B - C 240 -187 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - D 249 -163 Chords Tens.Comp. D - C 249 -163 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. B - D 381 -391 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.30 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.012 A 999 240 VERT(CL):0.022 A 999 180 HORZ(LL):-0.005 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.421 Max BC CSI:0.334 Max Web CSI:0.113 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V06 Ply: 1 Qty:1 Wgt: 32.2 lbs DRW: .../...01/30/2024 T1 T1 B1 W1 9'3"15 4'7"15 4'7"15 9'3"15 4'7"15 4'7"15 4'7"15 9'3"15 4'7"15 0"82'9"227'9"3 A B C D 7 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. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer to scaled 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 0.15 10.28TC 24 10.28 20.41BC 75 0.00 20.56 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/260. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80%length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. The overall height of this truss excluding overhang is5-11-15. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y*63 /-/-/25 /16 /8 Wind reactions based on MWFRS Y Brg Wid = 258 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 103 -99 B - C 70 -56 C - D 66 -39 D - E 68 -26 E - F 104 -14 F - G 142 -1 Chords Tens.Comp. G - H 142 -1 H - I 104 -14 I - J 68 -26 J - K 66 -39 K - L 70 -56 L - M 103 -99 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - X 107 -90 X - W 110 -94 W -V 111 -95V - U 112 -96 U - T 112 -96 T - S 113 -97 Chords Tens.Comp. S - R 113 -97 R - Q 112 -96 Q - P 112 -96P - O 111 -95 O - N 110 -94 N - M 107 -90 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - X 133 -154 C - W 43 -45 D - V 62 -76E - U 70 -73 F - T 78 -85 S - G 0 -108 Gables Tens.Comp. R - H 78 -85 Q - I 70 -73 P - J 62 -76O - K 43 -45 N - L 133 -154 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.34 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 M 999 243 VERT(CL):0.008 M 999 243 HORZ(LL):0.002 I - - HORZ(TL):0.003 M - - Creep Factor: 2.0 Max TC CSI:0.185 Max BC CSI:0.126 Max Web CSI:0.727 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V07 Ply: 1 Qty:1 Wgt: 126.0 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 M1 M2 M3 M4 M5 M6 M5 M4 M3 M2 M1 21'0"12 4'1"7 1'4"(TYP) 6"1 6"1 10'9"7 10'3"5 21'0"12 10'3"5 21'6"14 6"1 6"1 6"1 21'0"12 20'6"11 21'6"14 6"1 3"85'11"15(a) 24'2"6 A B C D E F G H I J K L M NOPQRSTUVWX Y 7 12 3X4(**) 5X5(**) 5X5(**) 3X4(**) 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 98000 PE No. 58544 PE No. 85166 PE No. 88590 PE No. 87489 Davor Bozic Jeffrey P Arneson Justin Lanier Russell T Dukes Bryan P Nadeau Lumber Top chord: 2x4 SP #3;Bot chord: 2x4 SP #3;Webs: 2x4 SP #3; Plating Notes All plates are 3X4 except as noted. (**) 4 plate(s) require special positioning. Refer to scaled 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 0.15 10.28TC 24 10.28 20.41BC 75 0.00 20.56 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. Gable meets L/120 deflection criteria for wind loadapplied to face. Calculated deflection ratio is L/260. Gable Reinforcement (a) 2x4 SP/DF #2 or better "L" reinforcement. 80%length of web member. Attach with 10d (0.131"x3",min.) nails @ 2" oc at each end for the first 18" and then 4"oc for the remainder. Additional Notes Exposed portion of gable face shall be reinforced withsheathing and the wind pressures shall be transferredinto lateral diaphragms. Connections and designs fordiaphragms is the responsibility of the Building Designer in accordance with ANSI/TPI 1. The overall height of this truss excluding overhang is5-11-15. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Y*63 /-/-/25 /16 /8 Wind reactions based on MWFRS Y Brg Wid = 258 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 103 -99 B - C 70 -56 C - D 66 -39 D - E 68 -26 E - F 104 -14 F - G 142 -1 Chords Tens.Comp. G - H 142 -1 H - I 104 -14 I - J 68 -26 J - K 66 -39 K - L 70 -56 L - M 103 -99 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - X 107 -90 X - W 110 -94 W -V 111 -95V - U 112 -96 U - T 112 -96 T - S 113 -97 Chords Tens.Comp. S - R 113 -97 R - Q 112 -96 Q - P 112 -96P - O 111 -95 O - N 110 -94 N - M 107 -90 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B - X 133 -154 C - W 43 -45 D - V 62 -76E - U 70 -73 F - T 78 -85 S - G 0 -108 Gables Tens.Comp. R - H 78 -85 Q - I 70 -73 P - J 62 -76O - K 43 -45 N - L 133 -154 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-22 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.34 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 8th Ed. 2023 Res. TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 M 999 243 VERT(CL):0.008 M 999 243 HORZ(LL):0.002 I - - HORZ(TL):0.003 M - - Creep Factor: 2.0 Max TC CSI:0.185 Max BC CSI:0.126 Max Web CSI:0.727 Mfg Specified Camber: VIEW Ver: 23.02.01.1109.17 Job Number:24269 Cellar Residence Truss Label:V07 Ply: 1 Qty:1 Wgt: 126.0 lbs DRW: .../...01/30/2024 T1 T1 B1 B1 M1 M2 M3 M4 M5 M6 M5 M4 M3 M2 M1 21'0"12 4'1"7 1'4"(TYP) 6"1 6"1 10'9"7 10'3"5 21'0"12 10'3"5 21'6"14 6"1 6"1 6"1 21'0"12 20'6"11 21'6"14 6"1 3"85'11"15(a) 24'2"6 A B C D E F G H I J K L M NOPQRSTUVWX Y 7 12 3X4(**) 5X5(**) 5X5(**) 3X4(**)