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587 Timber Bridge Ln RES20-0116 8 of 10 truss dwgs_4 of 17NO 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 85 truss designs with individual date of design Site Information 162-01 Atlantic Beach Country Club - FL-Duval 130MPH (3 second gust)\ASCE 7-10 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 2017 RES\TPI 2014 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE John Merrill Homes Structural Engineer of Record Justin Lanier PE No. 85166 9000 Regency Square BLVD, Suite 100 Jacksonville, FL 32211 B01186460 4/15/2020 GE01286460 4/15/2020 GE02386460 4/15/2020 GE03486460 4/15/2020 HJ01586460 4/15/2020 HJ02686460 4/15/2020 HJ03786460 4/15/2020 HJ04886460 4/15/2020 HJ05986460 4/15/2020 HJ061086460 4/15/2020 HJ071186460 4/15/2020 HJ081286460 4/15/2020 J011386460 4/15/2020 J01A1486460 4/15/2020 J021586460 4/15/2020 J02A1686460 4/15/2020 J031786460 4/15/2020 J041886460 4/15/2020 J051986460 4/15/2020 J062086460 4/15/2020 J072186460 4/15/2020 J082286460 4/15/2020 J092386460 4/15/2020 J102486460 4/15/2020 J112586460 4/15/2020 J122686460 4/15/2020 J12A2786460 4/15/2020 J132886460 4/15/2020 PB012986460 4/15/2020 PB023086460 4/15/2020 PB033186460 4/15/2020 PB043286460 4/15/2020 PB053386460 4/15/2020 PB063486460 4/15/2020 PB073586460 4/15/2020 T013686460 4/15/2020 T023786460 4/15/2020 T033886460 4/15/2020 T043986460 4/15/2020 T054086460 4/15/2020 T064186460 4/15/2020 T074286460 4/15/2020 T07A4386460 4/15/2020 T084486460 4/15/2020 T094586460 4/15/2020 T104686460 4/15/2020 T114786460 4/15/2020 T124886460 4/15/2020 T134986460 4/15/2020 T145086460 4/15/2020 T155186460 4/15/2020 T165286460 4/15/2020 T175386460 4/15/2020 T185486460 4/15/2020 T195586460 4/15/2020 T205686460 4/15/2020 T215786460 4/15/2020 T225886460 4/15/2020 T235986460 4/15/2020 T246086460 4/15/2020 T256186460 4/15/2020 T266286460 4/15/2020 T276386460 4/15/2020 T286486460 4/15/2020 T296586460 4/15/2020 T306686460 4/15/2020 T316786460 4/15/2020 T326886460 4/15/2020 T336986460 4/15/2020 T347086460 4/15/2020 T357186460 4/15/2020 T367286460 4/15/2020 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 4/15/2020 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. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. NO JOB ID TRS ID DATE TCLL 20 psf TCDL 7 psf BCLL 0 psf + NCLL 10 psf BCDL 5 psf ROOF LOADING (Cd=1.25) TCLL 40 psf TCDL 10 psf BCLL 0 psf BCDL 5 psf FLOOR LOADING (Cd = 1.00) This Package inlcudes 85 truss designs with individual date of design Site Information 162-01 Atlantic Beach Country Club - FL-Duval 130MPH (3 second gust)\ASCE 7-10 MWFRS WIND LOADING(Cd=1.6) Enclosed Structure (0.18) Exposure C Occupancy Category II (Res) FBC 2017 RES\TPI 2014 NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE John Merrill Homes Structural Engineer of Record Justin Lanier PE No. 85166 9000 Regency Square BLVD, Suite 100 Jacksonville, FL 32211 T377386460 4/15/2020 T387486460 4/15/2020 T397586460 4/15/2020 T407686460 4/15/2020 T417786460 4/15/2020 T427886460 4/15/2020 T437986460 4/15/2020 T43A8086460 4/15/2020 T448186460 4/15/2020 T458286460 4/15/2020 T468386460 4/15/2020 V018486460 4/15/2020 V028586460 4/15/2020 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 4/15/2020 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. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. Job # 86460 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 45'11"00 GE01 GABL 5.00/12 Pitch 1 -Ply 150.00434.651 480.001846.442 537.002061.593 131.00508.654 1 45'11"00 GE02 GABL 5.00/12 Pitch 1 -Ply 263.00838.381 470.001572.632 233.00828.853 1 22'09"00 GE03 GABL 5.00/12 Pitch 1 -Ply 211.00733.981 130.00364.302 166.00598.173 2 08'04"05 HJ01 HIP_JACK 3.54/12 Pitch 1 -Ply 97.00425.321 0.0069.902 125.00272.053 2 05'06"06 HJ02 HIP_JACK 3.54/12 Pitch 1 -Ply 47.00178.101 0.0027.422 10.0082.863 1 05'10"10 HJ03 HIP_JACK 3.54/12 Pitch 1 -Ply 82.00354.041 0.0033.452 55.00123.223 1 08'00"01 HJ04 HIP_JACK 3.54/12 Pitch 1 -Ply 92.00414.811 0.0064.692 114.00246.073 3 05'06"06 HJ05 HIP_JACK 3.54/12 Pitch 1 -Ply 45.00173.401 0.0082.982 21.0062.843 2 02'07"12 HJ06 HIP_JACK 3.54/12 Pitch 1 -Ply 139.00286.591 12.0061.362 20.0058.423 1 02'02"13 HJ07 HIP_JACK 3.54/12 Pitch 1 -Ply 141.00278.501 16.0069.842 23.0053.113 1 03'01"06 HJ08 HIP_JACK 3.54/12 Pitch 1 -Ply 134.00291.351 8.0051.732 25.0070.223 8 02'00"00 J01 JACK 5.00/12 Pitch 1 -Ply 71.00213.801 8.0037.792 17.0044.233 2 02'00"00 J01A JACK 5.00/12 Pitch 1 -Ply 12.0065.171 2.0027.672 26.0046.583 4 04'00"00 J02 JACK 5.00/12 Pitch 1 -Ply 70.00253.641 0.0051.012 49.0094.213 2 04'00"00 J02A JACK 5.00/12 Pitch 1 -Ply 26.00130.341 0.0056.202 54.0096.433 4 06'00"00 J03 EJACK 5.00/12 Pitch 1 -Ply 81.00310.781 0.0080.542 78.00143.673 6 07'11"00 J04 MONO 5.00/12 Pitch 1 -Ply 50.00369.421 Page 1 of 5 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. Job # 86460 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 58.00253.112 2 02'00"00 J05 GABL 5.00/12 Pitch 1 -Ply 72.00225.401 6 06'00"00 J06 EJACK 5.00/12 Pitch 1 -Ply 81.00310.781 0.0022.282 73.00176.683 2 01'00"00 J07 JACK 5.00/12 Pitch 1 -Ply 103.00238.341 20.0068.772 51.00152.783 2 03'00"00 J08 JACK 5.00/12 Pitch 1 -Ply 66.00229.281 2.0035.752 33.0069.343 4 04'03"00 J09 EJACK 5.00/12 Pitch 1 -Ply 71.00260.351 0.0054.752 52.00100.403 1 04'03"00 J10 JACK 5.00/12 Pitch 1 -Ply 73.00240.331 17.0097.632 50.00113.263 3 05'09"00 J11 EJACK 5.00/12 Pitch 1 -Ply 53.00303.321 0.0076.892 49.00137.503 5 02'00"00 J12 JACK 5.00/12 Pitch 1 -Ply 83.00198.211 0.0030.002 30.0087.673 1 02'00"00 J12A JACK 5.00/12 Pitch 1 -Ply 25.0065.171 0.0030.002 21.0055.173 7 04'00"00 J13 EJACK 5.00/12 Pitch 1 -Ply 100.00244.391 0.0060.002 25.00110.333 1 09'03"08 PB01 GABL 8.00/12 Pitch 1 -Ply 164.00477.561 6 09'03"08 PB02 COMN 8.00/12 Pitch 1 -Ply 104.0084.101 138.00677.202 60.0077.063 1 11'03"08 PB03 COMN 8.00/12 Pitch 1 -Ply 99.0083.711 151.00706.692 62.00-71.843 7 11'03"08 PB04 COMN 8.00/12 Pitch 1 -Ply 166.00-140.631 204.00929.962 112.00-140.633 7 07'10"12 PB05 COMN 8.00/12 Pitch 1 -Ply 160.00200.911 174.00616.262 1 11'03"08 PB06 COMN 8.00/12 Pitch 1 -Ply 97.0082.471 152.00703.892 60.00-71.003 1 11'03"08 PB07 COMN 8.00/12 Pitch 1 -Ply 29.0053.291 196.00648.152 10.0053.293 1 45'11"00 T01 ATIC 5.00/12 Pitch 1 -Ply 156.00392.341 234.001942.722 209.001985.393 191.00555.854 Page 2 of 5 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. Job # 86460 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 29'10"04 T02 ATIC 5.00/12 Pitch 1 -Ply 102.00557.191 261.001841.202 14.001145.113 1 29'08"12 T03 ATIC 5.00/12 Pitch 1 -Ply 99.00614.331 225.002807.612 1 31'08"12 T04 ATIC 5.00/12 Pitch 1 -Ply 383.001361.521 359.002336.332 1 31'08"12 T05 ATIC 5.00/12 Pitch 2 -Ply 274.001756.851 372.002631.532 1 31'10"04 T06 ATIC 5.00/12 Pitch 1 -Ply 106.001093.251 275.003309.242 212.00-543.663 5 25'06"02 T07 COMN 5.00/12 Pitch 2 -Ply 120.001604.871 252.001420.682 1 25'06"02 T07A SPEC 5.00/12 Pitch 2 -Ply 116.001608.411 250.001423.242 6 31'10"04 T08 ATIC 5.00/12 Pitch 1 -Ply 119.001166.011 218.002768.292 124.00392.283 1 49'11"00 T09 ATIC 5.00/12 Pitch 1 -Ply 183.001848.541 15.002409.302 190.001885.313 1 49'11"00 T10 ATIC 5.00/12 Pitch 1 -Ply 165.001867.531 11.002433.052 190.001901.883 1 20'00"08 T11 COMN 5.00/12 Pitch 1 -Ply 39.00843.151 278.001597.162 1 20'00"08 T12 COMN 5.00/12 Pitch 1 -Ply 299.00918.851 345.001604.542 1 18'00"08 T13 COMN 5.00/12 Pitch 1 -Ply 0.001892.331 279.001524.732 4 18'00"08 T14 COMN 5.00/12 Pitch 1 -Ply 0.00788.081 276.001524.732 3 47'11"00 T15 ATIC 5.00/12 Pitch 1 -Ply 167.001578.921 79.002873.952 171.001578.923 1 47'11"00 T16 ATIC 5.00/12 Pitch 1 -Ply 511.001975.991 833.003078.132 547.001972.413 1 45'11"00 T17 ATIC 5.00/12 Pitch 1 -Ply 486.002050.371 739.002731.642 519.001985.593 1 45'11"00 T18 COMN 5.00/12 Pitch 1 -Ply 132.00928.661 141.001906.752 126.00893.133 1 45'11"00 T19 COMN 5.00/12 Pitch 1 -Ply 154.00834.391 144.001815.272 122.00879.933 1 45'11"00 T20 COMN 5.00/12 Pitch 1 -Ply 282.00825.881 439.001829.892 259.00879.143 Page 3 of 5 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. Job # 86460 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 1 45'11"00 T21 COMN 5.00/12 Pitch 1 -Ply 378.001232.211 814.002856.822 193.00578.073 1 31'06"08 T22 FLAT 0.00/12 Pitch 2 -Ply 2662.007816.861 3525.0010349.692 1 22'09"00 T23 SPEC 5.00/12 Pitch 1 -Ply 148.00527.311 262.00831.222 61.00280.453 1 22'09"00 T24 COMN 5.00/12 Pitch 1 -Ply 168.00784.881 267.001397.602 118.00271.413 5 17'09"08 T25 COMN 5.00/12 Pitch 1 -Ply 34.00724.491 162.00680.082 3 17'09"08 T26 COMN 5.00/12 Pitch 1 -Ply 32.00685.541 165.00592.412 1 17'09"08 T27 COMN 5.00/12 Pitch 1 -Ply 47.00685.451 167.00590.002 1 17'09"08 T28 COMN 5.00/12 Pitch 1 -Ply 66.00685.011 170.00587.132 1 17'09"08 T29 COMN 5.00/12 Pitch 1 -Ply 56.00684.711 161.00589.912 1 17'09"08 T30 COMN 5.00/12 Pitch 1 -Ply 58.00684.331 159.00590.292 1 17'09"08 T31 COMN 5.00/12 Pitch 1 -Ply 61.00683.951 156.00590.672 1 17'09"08 T32 COMN 5.00/12 Pitch 1 -Ply 65.00683.911 156.00591.192 1 17'09"08 T33 COMN 5.00/12 Pitch 1 -Ply 66.00683.661 152.00590.962 1 17'09"08 T34 COMN 5.00/12 Pitch 1 -Ply 263.00779.111 187.00598.332 1 15'09"08 T35 SPEC 5.00/12 Pitch 1 -Ply 307.001044.091 1 16'09"00 T36 COMN 5.00/12 Pitch 1 -Ply 204.00646.291 166.00545.772 1 16'09"00 T37 HIPS 5.00/12 Pitch 1 -Ply 196.00646.291 158.00545.772 1 16'09"00 T38 HIPS 5.00/12 Pitch 1 -Ply 333.001040.001 287.00936.162 1 16'09"00 T39 HIPS 5.00/12 Pitch 1 -Ply 178.00545.771 178.00545.772 1 16'09"00 T40 HIPS 5.00/12 Pitch 1 -Ply 187.00545.771 187.00545.772 1 16'09"00 T41 HIPS 5.00/12 Pitch 2 -Ply 354.001110.421 354.001110.422 1 09'05"00 T42 HIPS 5.00/12 Pitch 1 -Ply 160.00703.071 110.00599.942 3 26'02"08 T43 ATIC 5.00/12 Pitch 1 -Ply 84.001209.951 315.002111.512 1 26'02"08 T43A ATIC 5.00/12 Pitch 1 -Ply 85.002893.181 314.002104.722 Page 4 of 5 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. Job # 86460 BEARING INFORMATION QTY SPAN DESCRIPTION REACTION UPLIFTBRG# 3 26'02"08 T44 ATIC 5.00/12 Pitch 1 -Ply 109.001378.041 257.001939.352 6 05'10"14 T45 FLAT 0.00/12 Pitch 1 -Ply 0.00767.371 0.00631.312 6 13'11"08 T46 COMN 8.00/12 Pitch 1 -Ply 143.00476.281 174.00588.782 1 25'03"00 V01 GABL 8.00/12 Pitch 1 -Ply 476.001766.961 1 22'10"09 V02 GABL 8.00/12 Pitch 1 -Ply 395.001546.601 Total of Trusses 183 Maximun Height 13'08"15 Page 5 of 5 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Lumber Floor Joist Header: 1.750"x16.0" 2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387. Nailnote Nail Schedule:0.131"x3", min. nailsMember : _ Rows @ _.__" o.c. (Each Row) Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. *** Warning: Fastening of plies required*** Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)PLT: From 15 plf at 0.00 to 15 plf at 12.08PLB: 2055 lb Conc. Load at 1.84 PLB: 2052 lb Conc. Load at 3.84, 5.84, 7.84, 9.8411.84 Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Additional Notes Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00' Deflection meets L/480 live and L/360 total load.Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is1-4-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 5432 /- /- /- /- /- B 7064 /- /- /- /- /- A Brg Width = 5.5 Min Req =2.0 B Brg Width = 13.5 Min Req =2.6 Bearings A & B Fcperp = 565psi. Maximum Axial Forces Per Ply(lbs) Chords Tens.Comp. A - B 0 0 Loading Criteria (psf) LL:0.00 DL:0.00 Des Ld:0.00 NCLL:0.00 Soffit:0.00Load Duration: 1.00Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft Top Edge DL: NA psf Bot Edge DL: 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 Code / Misc Criteria Bldg Code:FBC 2017 RES Defl/CSI Criteria Deflection in loc L/defl L/# VERT(LL):0.118 5.92 999 480 VERT(TL):0.187 5.92 774 360 Creep Factor: 1.5 VIEW Ver: 18.02.01A.0205.20 Max CSI:0.395 Job Number:86460 Pujadas Res. Label:B01 Ply: 3 Qty:1 Wgt: 0.0 lbs SEQN: 17570 / T80 / FLOO FROM:DRW: .../...04/15/2020 10'1"2 A B 12'1"1'4"2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 4745 Sutton Park Court, Suite 402, Jacksonville, FL 32224 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Lumber Floor Joist Header: 1.750"x16.0" 2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387. Nailnote Nail Schedule:0.131"x3", min. nailsMember : _ Rows @ _.__" o.c. (Each Row) Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. *** Warning: Fastening of plies required*** Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)PLT: From 15 plf at 0.00 to 15 plf at 12.08PLB: 2055 lb Conc. Load at 1.84 PLB: 2052 lb Conc. Load at 3.84, 5.84, 7.84, 9.8411.84 Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Additional Notes Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 1 located at 0.00' Deflection meets L/480 live and L/360 total load.Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is1-4-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 5432 /- /- /- /- /- B 7064 /- /- /- /- /- A Brg Width = 5.5 Min Req =2.0 B Brg Width = 13.5 Min Req =2.6 Bearings A & B Fcperp = 565psi. Maximum Axial Forces Per Ply(lbs) Chords Tens.Comp. A - B 0 0 Loading Criteria (psf) LL:0.00 DL:0.00 Des Ld:0.00 NCLL:0.00 Soffit:0.00Load Duration: 1.00Spacing: 24.0 " Wind Criteria Wind Std:NA Speed:NA mph Enclosure: NA Category: NA EXP: NAKzt: NA Mean Height: NA ft Top Edge DL: NA psf Bot Edge DL: 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 Code / Misc Criteria Bldg Code:FBC 2017 RES Defl/CSI Criteria Deflection in loc L/defl L/# VERT(LL):0.118 5.92 999 480 VERT(TL):0.187 5.92 774 360 Creep Factor: 1.5 VIEW Ver: 18.02.01A.0205.20 Max CSI:0.395 Job Number:86460 Pujadas Res. Label:B01 Ply: 3 Qty:1 Wgt: 0.0 lbs SEQN: 17570 / T80 / FLOO FROM:DRW: .../...04/15/2020 10'1"2 A B 12'1"1'4"This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B3 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W6 2x4 SP #1: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 6.75TC: From 57 plf at 6.75 to 57 plf at 7.48TC: From 55 plf at 7.48 to 55 plf at 38.44 TC: From 57 plf at 38.44 to 57 plf at 39.17TC: From 55 plf at 39.17 to 55 plf at 47.57BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 45.92BC: From 4 plf at 45.92 to 4 plf at 47.57 BC: 253 lb Conc. Load at 18.19,20.19,22.19,23.7325.73,27.73 Plating Notes All plates are 3X4 except as noted. (**) 16 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 32 0.15 2.77BC 75 2.86 45.77Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 435 /- /-/167 /150 /333 BF 1846 /- /-/828 /479 /- BC 2062 /- /-/698 /537 /- AY 509 /-21 /-/318 /130 /- Wind reactions based on MWFRSBBrg Width = 5.5 Min Req =1.5 BF Brg Width = 5.5 Min Req =1.7 BC Brg Width = 5.5 Min Req =1.5 AY Brg Width = 5.5 Min Req =1.5 Bearings B, BF, BC, & AY Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 303 -354C - D 218 -463 D - E 489 -658 E - F 250 -262 F - G 591 -462 F - H 540 -437 G - J 566 -387 H - I 545 -442 I - K 277 -142 J - L 566 -334 K - M 279 -141 L - N 586 -307 M - O 280 -141 N - P 611 -284 O - Q 281 -141 P - S 528 -183 Q - R 283 -141 R - T 590 -1323 S - U 488 -125T - V 591 -1325 U - W 465 -122 V - X 592 -1328 W -Y 465 -121 X - Z 592 -1328 Y -AB 465 -121 Chords Tens.Comp. Z -AA 592 -1328 AA-AC 592 -1328AB-AD 465 -121 AC-AE 592 -1328 AD-AG 465 -121 AE-AF 592 -1328 AF-AH 590 -1324 AG-AI 503 -129 AH-AJ 589 -1323 AI-AL 522 -182 AJ-AK 375 -175 AK-AM 378 -173 AL-AN 580 -279 AM-AO 379 -173 AN-AP 570 -302 AO-AQ 380 -173 AP-AR 565 -329 AQ-AS 382 -173 AR-AU 546 -387 AS-AT 415 -322AT-AV 410 -318 AU-AV 569 -463 AV-AW 279 -151 AW-AX 544 -695 AX-AY 262 -603 AY-AZ 37 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BJ 11 -3 C -BI 450 -122 Chords Tens.Comp. BF-BD 268 -366 BD-BC 422 -569 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.309 BJ 636 240 VERT(CL):0.515 BJ 381 180 HORZ(LL):0.146 BH - - HORZ(TL):0.244 BH - - Creep Factor: 2.0 Max TC CSI:0.818 Max BC CSI:0.797 Max Web CSI:0.887 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:GE01 Ply: 1 Qty:1 Wgt: 445.2 lbs SEQN: 17459 / T1 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 T1 B3 W6 10'1"2A B C D E F G H I J K L M N O P QR S T U V W X Y ZAA AB AC AD AE AF AG AH AI AJAK AL AM AN AO AP AQ AR AS AT AU AVAWAX AY AZ BABBBCBD BEBFBGBHBI BJ 5 12 8 12 4X5(**) 3X4(**) 5X7(**) 5X7(**)3X4(**) 4X5(R)4X5(**) 4X5 5X7(**) 5X7(**) 6X8(**) 5X7(**) 5X5 5X7(**)5X7(**) 3X4(**)5X7(**) 6X8(**) 4X5(**) 16'6"4 12'10"8 16'6"4 10'11"8 1'4" (TYP) 2'8" 6'9" 6'9" 7'5"12 8"12 8'0"1 6"5 12'3"8 4'3"7 18'9"5 6'5"13 22'11"8 4'2"3 27'1"11 4'2"3 33'7"8 6'5"13 37'10"15 4'3"7 39'2" 1'3"1 45'11" 6'9" 2'11" 2'11" 6'9" 3'10" 11'9"6 5'0"6 16'4"8 4'7"2 22'11"8 6'7" 29'6"8 6'7" 34'1"10 4'7"2 39'2" 5'0"6 45'11" 6'9"1'6"8 1'6"8 4"53'2"13'7"141'10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B3 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W6 2x4 SP #1: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 6.75TC: From 57 plf at 6.75 to 57 plf at 7.48TC: From 55 plf at 7.48 to 55 plf at 38.44 TC: From 57 plf at 38.44 to 57 plf at 39.17TC: From 55 plf at 39.17 to 55 plf at 47.57BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 45.92BC: From 4 plf at 45.92 to 4 plf at 47.57 BC: 253 lb Conc. Load at 18.19,20.19,22.19,23.7325.73,27.73 Plating Notes All plates are 3X4 except as noted. (**) 16 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 32 0.15 2.77BC 75 2.86 45.77Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 435 /- /-/167 /150 /333 BF 1846 /- /-/828 /479 /- BC 2062 /- /-/698 /537 /- AY 509 /-21 /-/318 /130 /- Wind reactions based on MWFRSBBrg Width = 5.5 Min Req =1.5 BF Brg Width = 5.5 Min Req =1.7 BC Brg Width = 5.5 Min Req =1.5 AY Brg Width = 5.5 Min Req =1.5 Bearings B, BF, BC, & AY Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 303 -354C - D 218 -463 D - E 489 -658 E - F 250 -262 F - G 591 -462 F - H 540 -437 G - J 566 -387 H - I 545 -442 I - K 277 -142 J - L 566 -334 K - M 279 -141 L - N 586 -307 M - O 280 -141 N - P 611 -284 O - Q 281 -141 P - S 528 -183 Q - R 283 -141 R - T 590 -1323 S - U 488 -125T - V 591 -1325 U - W 465 -122 V - X 592 -1328 W -Y 465 -121 X - Z 592 -1328 Y -AB 465 -121 Chords Tens.Comp. Z -AA 592 -1328 AA-AC 592 -1328AB-AD 465 -121 AC-AE 592 -1328 AD-AG 465 -121 AE-AF 592 -1328 AF-AH 590 -1324 AG-AI 503 -129 AH-AJ 589 -1323 AI-AL 522 -182 AJ-AK 375 -175 AK-AM 378 -173 AL-AN 580 -279 AM-AO 379 -173 AN-AP 570 -302 AO-AQ 380 -173 AP-AR 565 -329 AQ-AS 382 -173 AR-AU 546 -387 AS-AT 415 -322AT-AV 410 -318 AU-AV 569 -463 AV-AW 279 -151 AW-AX 544 -695 AX-AY 262 -603 AY-AZ 37 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -BJ 11 -3 C -BI 450 -122 Chords Tens.Comp. BF-BD 268 -366 BD-BC 422 -569 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.309 BJ 636 240 VERT(CL):0.515 BJ 381 180 HORZ(LL):0.146 BH - - HORZ(TL):0.244 BH - - Creep Factor: 2.0 Max TC CSI:0.818 Max BC CSI:0.797 Max Web CSI:0.887 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:GE01 Ply: 1 Qty:1 Wgt: 445.2 lbs SEQN: 17459 / T1 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 T1 B3 W6 10'1"2A B C D E F G H I J K L M N O P QR S T U V W X Y ZAA AB AC AD AE AF AG AH AI AJAK AL AM AN AO AP AQ AR AS AT AU AVAWAX AY AZ BABBBCBD BEBFBGBHBI BJ 5 12 8 12 4X5(**) 3X4(**) 5X7(**) 5X7(**)3X4(**) 4X5(R)4X5(**) 4X5 5X7(**) 5X7(**) 6X8(**) 5X7(**) 5X5 5X7(**)5X7(**) 3X4(**)5X7(**) 6X8(**) 4X5(**) 16'6"4 12'10"8 16'6"4 10'11"8 1'4" (TYP) 2'8" 6'9" 6'9" 7'5"12 8"12 8'0"1 6"5 12'3"8 4'3"7 18'9"5 6'5"13 22'11"8 4'2"3 27'1"11 4'2"3 33'7"8 6'5"13 37'10"15 4'3"7 39'2" 1'3"1 45'11" 6'9" 2'11" 2'11" 6'9" 3'10" 11'9"6 5'0"6 16'4"8 4'7"2 22'11"8 6'7" 29'6"8 6'7" 34'1"10 4'7"2 39'2" 5'0"6 45'11" 6'9"1'6"8 1'6"8 4"53'2"13'7"141'10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes BI-BH 250 -66 BH-BE 144 -49BG-BF 0 0 BC-BB 266 -278 BB-BA 378 -273BA-AY 501 -223 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. BJ- C 71 -19 D -BI 577 -608 BI- E 684 -585 E -BH 65 -250 BH- I 185 0 I -BE 319 -643 BE-BF 606 -1533 BE- R 481 -1262 R -BD 1506 -335 Webs Tens.Comp. AA-BD 300 -539 BD-AJ 1793 -409 AJ-BC 529 -1351 BC-AS 380 -686 AS-BB 206 -31 BB-AW 114 -330 AW-BA 595 -667 AX-BA 654 -490 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - H 121 -122 J - K 100 -82 L - M 36 -38 N - O 30 -29 P - Q 172 -244 S - T 104 -139 U - V 58 -177W -X 18 -5 Y - Z 140 -236 Gables Tens.Comp. AB-AC 145 -242 AD-AE 52 -13 AF-AG 80 -204 AH-AI 87 -112 AK-AL 165 -227 AM-AN 30 -34 AO-AP 36 -37AQ-AR 104 -120 AT-AU 122 -117 Job Number:86460 Pujadas Res. Truss Label:GE01 Ply: 1 Qty:1 Wgt: 445.2 lbs SEQN: 17459 / T1 / GABL FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W15 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 16 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 104 0.15 23.63BC 120 23.63 34.54BC 75 34.54 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-5-8. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 838 /- /-/394 /262 /325 AO 1573 /- /-/774 /470 /- AF 829 /- /-/488 /233 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5AOBrg Width = 5.5 Min Req =1.5 AF Brg Width = 5.5 Min Req =1.5 Bearings B, AO, & AF Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 636 -1457 C - D 642 -1315 D - E 537 -1074E - F 732 -1407 F - G 330 -208 G - H 144 -221 G - I 329 -53 H - J 139 -192 I - K 329 -51 J - M 120 -222 K - L 324 -51 L - N 396 -34 M - O 107 -251 N - P 393 -32 O - Q 126 -228 Chords Tens.Comp. P - R 392 -32 Q - S 152 -203 R - T 392 -32 S - V 143 -181T - U 375 -27 U - X 360 -696 V - W 136 -163 W -Y 165 -226 X - Z 380 -687 Y -AA 108 -240 Z -AA 331 -638 AA-AB 325 -643 AB-AC 337 -935 AC-AD 447 -1132 AD-AE 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AQ 1290 -478 AQ-AP 1559 -649 AP-AO 693 -197AO-AM 0 0 AN-AJ 794 -208 Chords Tens.Comp. AL-AK 0 0 AK-AI 11 -73 AJ-AH 783 -171AI-AG 27 -59 AG-AF 67 -18 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C -AQ 304 -36 AQ- D 235 -288 D -AP 303 -553 AP- E 567 -991AP- F 1384 -670 Webs Tens.Comp. U -AH 194 -267 AS-AT 61 -33 AJ-AK 20 -10 AB-AH 545 -112AH-AI 252 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.16 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.59 ft Loc. from endwall: not in 6.50 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.184 AL 999 240 VERT(CL):0.432 AL 620 225 HORZ(LL):-0.042 M - - HORZ(TL):0.069 M - - Creep Factor: 2.0 Max TC CSI:0.521 Max BC CSI:0.988 Max Web CSI:0.956 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:GE02 Ply: 1 Qty:1 Wgt: 360.5 lbs SEQN: 17472 / T46 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 W15 10'1"2AB C D E F G H I J KL M N O P Q R S TU V W X Y Z AAAB AC AD AE AFAG AHAIAJAKAL AMANAOAPAQ AR AS AT 5 12 8 12 4X5(**) 5X7(**) 5X7(**)6X8(**) 5X7(**) 6X8(**) 3X4(**) 4X5(R) 5X7(**) 5X7(**) 3X4(**)3X4(**) 3X4(**)5X7(**) 5X7(**) H0510(**) 4X8 3X8 3X8(**) 23'8"12 22'2"4 21'8"8 1'4" (TYP) 6'3" 6'3" 12'1"2 5'10"2 17'11"4 5'10"2 18'10"8 11"5 19'4"13 6"5 28'6"8 9'1"11 29'8"8 1'2" 34'3"6 4'6"14 34'6"8 3"2 41'2" 6'7"8 45'11" 4'9" 6'6"8 6'6"8 17'9"8 11'3" 23'10"8 6'1" 31'2"12 7'4"4 34'4"12 3'2" 41'3"12 6'11" 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"52'11"93'7"17'7"13'2"11'10'5"811'0"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W15 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 16 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 104 0.15 23.63BC 120 23.63 34.54BC 75 34.54 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-5-8. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 838 /- /-/394 /262 /325 AO 1573 /- /-/774 /470 /- AF 829 /- /-/488 /233 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5AOBrg Width = 5.5 Min Req =1.5 AF Brg Width = 5.5 Min Req =1.5 Bearings B, AO, & AF Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 636 -1457 C - D 642 -1315 D - E 537 -1074E - F 732 -1407 F - G 330 -208 G - H 144 -221 G - I 329 -53 H - J 139 -192 I - K 329 -51 J - M 120 -222 K - L 324 -51 L - N 396 -34 M - O 107 -251 N - P 393 -32 O - Q 126 -228 Chords Tens.Comp. P - R 392 -32 Q - S 152 -203 R - T 392 -32 S - V 143 -181T - U 375 -27 U - X 360 -696 V - W 136 -163 W -Y 165 -226 X - Z 380 -687 Y -AA 108 -240 Z -AA 331 -638 AA-AB 325 -643 AB-AC 337 -935 AC-AD 447 -1132 AD-AE 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AQ 1290 -478 AQ-AP 1559 -649 AP-AO 693 -197AO-AM 0 0 AN-AJ 794 -208 Chords Tens.Comp. AL-AK 0 0 AK-AI 11 -73 AJ-AH 783 -171AI-AG 27 -59 AG-AF 67 -18 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C -AQ 304 -36 AQ- D 235 -288 D -AP 303 -553 AP- E 567 -991AP- F 1384 -670 Webs Tens.Comp. U -AH 194 -267 AS-AT 61 -33 AJ-AK 20 -10 AB-AH 545 -112AH-AI 252 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.16 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.59 ft Loc. from endwall: not in 6.50 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.184 AL 999 240 VERT(CL):0.432 AL 620 225 HORZ(LL):-0.042 M - - HORZ(TL):0.069 M - - Creep Factor: 2.0 Max TC CSI:0.521 Max BC CSI:0.988 Max Web CSI:0.956 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:GE02 Ply: 1 Qty:1 Wgt: 360.5 lbs SEQN: 17472 / T46 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 W15 10'1"2AB C D E F G H I J KL M N O P Q R S TU V W X Y Z AAAB AC AD AE AFAG AHAIAJAKAL AMANAOAPAQ AR AS AT 5 12 8 12 4X5(**) 5X7(**) 5X7(**)6X8(**) 5X7(**) 6X8(**) 3X4(**) 4X5(R) 5X7(**) 5X7(**) 3X4(**)3X4(**) 3X4(**)5X7(**) 5X7(**) H0510(**) 4X8 3X8 3X8(**) 23'8"12 22'2"4 21'8"8 1'4" (TYP) 6'3" 6'3" 12'1"2 5'10"2 17'11"4 5'10"2 18'10"8 11"5 19'4"13 6"5 28'6"8 9'1"11 29'8"8 1'2" 34'3"6 4'6"14 34'6"8 3"2 41'2" 6'7"8 45'11" 4'9" 6'6"8 6'6"8 17'9"8 11'3" 23'10"8 6'1" 31'2"12 7'4"4 34'4"12 3'2" 41'3"12 6'11" 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"52'11"93'7"17'7"13'2"11'10'5"811'0"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes F -AO 393 -1142 AO-AN 438 -894L -AN 285 -360 AN- U 413 -1209 AR-AS 61 -33 AH-AC 306 -346 AH-AG 1011 -307AC-AG 141 -297 AG-AD 967 -325 AD-AF 434 -806 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. H - I 44 -43 J - K 107 -134 M - N 111 -136 O - P 28 -33 Q - R 39 -28 S -AR 59 -195 Gables Tens.Comp. AR- T 54 -212 V -AS 49 -61 AT- X 20 -42 AT- W 1 -15 Y - Z 88 -90 Job Number:86460 Pujadas Res. Truss Label:GE02 Ply: 1 Qty:1 Wgt: 360.5 lbs SEQN: 17472 / T46 / GABL FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 22.75 BC 75 0.00 22.75Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right cantilever is exposed to wind Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is7-2-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AC 734 /- /-/415 /211 /173 Z 364 /- /-/251 /130 /- AD 598 /- /-/285 /165 /- Wind reactions based on MWFRS AC Brg Width = 5.5 Min Req =1.5ZBrg Width = 5.5 Min Req =1.5 AD Brg Width = 5.5 Min Req =1.5 Bearings AC, Z, & AD Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 524 -971 C - D 549 -854 D - E 25 -227D - F 569 -712 E - G 62 -182 F - H 572 -713 G - J 96 -171 H - I 574 -716 I - K 543 -747 J - M 135 -162 K - L 544 -748 Chords Tens.Comp. L - N 544 -748 M - O 154 -188 N - P 543 -747 O - R 111 -185P - Q 450 -520 Q - S 446 -515 R - T 56 -154 S - U 442 -513 T - U 57 -181 U - V 412 -639 V - W 388 -738 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AC-AB 181 -171 AB-AA 885 -381 AA- Z 883 -378 Chords Tens.Comp. Z - Y 879 -383 Y - X 21 -65 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B -AC 489 -713 B -AB 802 -344 C -AB 93 -43 AB- I 37 -56 I -AA 73 -37 Webs Tens.Comp. Z - P 177 -271 P - Y 163 -423 Y - V 111 -115 Y - W 668 -262 W -X 350 -512 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - F 57 -30 G - H 64 -61 Gables Tens.Comp. N - O 65 -73 Q - R 102 -146 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.115 F 999 240 VERT(CL):0.182 F 892 180 HORZ(LL):0.049 E - - HORZ(TL):0.080 E - - Creep Factor: 2.0 Max TC CSI:0.268 Max BC CSI:0.456 Max Web CSI:0.306 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:GE03 Ply: 1 Qty:1 Wgt: 172.2 lbs SEQN: 17662 / T34 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D E F G HI J K L M N O P Q R S T U V W XYZAAABACAD 5 12 8 12 3X8 3X8(**) 4X4(**) 5X7(**) 3X4(**) 4X4 3X4(**) 5X7(**) 4X4(**) 4X5 13'6"12 8'10"12 3"8 7'4"8 1'4"(TYP) 4'9" 4'9" 5'3"5 6"5 11'4"8 6'1"3 18' 6'7"8 22'9" 4'9" 4'10"12 4'10"12 9'2"5 4'3"8 13'6"12 4'4"7 17'10"4 4'3"8 22'9" 4'10"121'6"8 1'2"53'2"17'2"142. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 22.75 BC 75 0.00 22.75Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right cantilever is exposed to wind Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is7-2-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AC 734 /- /-/415 /211 /173 Z 364 /- /-/251 /130 /- AD 598 /- /-/285 /165 /- Wind reactions based on MWFRS AC Brg Width = 5.5 Min Req =1.5ZBrg Width = 5.5 Min Req =1.5 AD Brg Width = 5.5 Min Req =1.5 Bearings AC, Z, & AD Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 524 -971 C - D 549 -854 D - E 25 -227D - F 569 -712 E - G 62 -182 F - H 572 -713 G - J 96 -171 H - I 574 -716 I - K 543 -747 J - M 135 -162 K - L 544 -748 Chords Tens.Comp. L - N 544 -748 M - O 154 -188 N - P 543 -747 O - R 111 -185P - Q 450 -520 Q - S 446 -515 R - T 56 -154 S - U 442 -513 T - U 57 -181 U - V 412 -639 V - W 388 -738 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AC-AB 181 -171 AB-AA 885 -381 AA- Z 883 -378 Chords Tens.Comp. Z - Y 879 -383 Y - X 21 -65 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B -AC 489 -713 B -AB 802 -344 C -AB 93 -43 AB- I 37 -56 I -AA 73 -37 Webs Tens.Comp. Z - P 177 -271 P - Y 163 -423 Y - V 111 -115 Y - W 668 -262 W -X 350 -512 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. E - F 57 -30 G - H 64 -61 Gables Tens.Comp. N - O 65 -73 Q - R 102 -146 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.115 F 999 240 VERT(CL):0.182 F 892 180 HORZ(LL):0.049 E - - HORZ(TL):0.080 E - - Creep Factor: 2.0 Max TC CSI:0.268 Max BC CSI:0.456 Max Web CSI:0.306 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:GE03 Ply: 1 Qty:1 Wgt: 172.2 lbs SEQN: 17662 / T34 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D E F G HI J K L M N O P Q R S T U V W XYZAAABACAD 5 12 8 12 3X8 3X8(**) 4X4(**) 5X7(**) 3X4(**) 4X4 3X4(**) 5X7(**) 4X4(**) 4X5 13'6"12 8'10"12 3"8 7'4"8 1'4"(TYP) 4'9" 4'9" 5'3"5 6"5 11'4"8 6'1"3 18' 6'7"8 22'9" 4'9" 4'10"12 4'10"12 9'2"5 4'3"8 13'6"12 4'4"7 17'10"4 4'3"8 22'9" 4'10"121'6"8 1'2"53'2"17'2"14This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes J - K 59 -61 L - M 70 -82 S - T 61 -44 Job Number:86460 Pujadas Res. Truss Label:GE03 Ply: 1 Qty:1 Wgt: 172.2 lbs SEQN: 17662 / T34 / GABL FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 8.36BC 99 0.15 8.36Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 5-10-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 425 /- /- /-/96 /- D 70 /- /-/19 /- /- C 272 /- /- /-/125 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -9 Chords Tens.Comp. B - C 77 -63 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.020 D - - HORZ(TL):0.031 D - - Creep Factor: 2.0 Max TC CSI:0.838 Max BC CSI:0.429 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ01 Ply: 1 Qty:2 Wgt: 30.8 lbs SEQN: 17505 / T9 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 12'7"8 A B C D 3.54 12 3X4(A1T) 8'4"5 8'4"52'2"3 4"5 2'9"143'4"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 8.36BC 99 0.15 8.36Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 5-10-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-9-14. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 425 /- /- /-/96 /- D 70 /- /-/19 /- /- C 272 /- /- /-/125 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -9 Chords Tens.Comp. B - C 77 -63 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.020 D - - HORZ(TL):0.031 D - - Creep Factor: 2.0 Max TC CSI:0.838 Max BC CSI:0.429 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ01 Ply: 1 Qty:2 Wgt: 30.8 lbs SEQN: 17505 / T9 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 12'7"8 A B C D 3.54 12 3X4(A1T) 8'4"5 8'4"52'2"3 4"5 2'9"143'4"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -2.26 to 55 plf at -0.08TC: From 2 plf at -0.08 to 2 plf at 5.53BC: From 0 plf at -2.26 to 4 plf at -0.08 BC: From 2 plf at 0.00 to 2 plf at 5.53TC: 88 lb Conc. Load at 2.87BC: 39 lb Conc. Load at 2.87 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 5.53BC 45 0.15 3.92BC 18 4.02 5.53 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is1-11-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 178 /- /- /-/47 /- E 27 /- /- /1 /- /- D 83 /- /- /- /9 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5EBrg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 18 -8 B - C 6 -30 Chords Tens.Comp. C - D 23 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 10 -1 Chords Tens.Comp. C - E 3 -4 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 61 -7 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.038 F 999 240 VERT(CL):0.072 F 901 180 HORZ(LL):0.019 E - - HORZ(TL):0.035 E - - Creep Factor: 2.0 Max TC CSI:0.680 Max BC CSI:0.205 Max Web CSI:0.055 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ02 Ply: 1 Qty:2 Wgt: 25.2 lbs SEQN: 17508 / T3 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 11'1"2 11'9"8 A B C D E F 3.54 12 3X4(A1T) 3X4(**) 3X4 4'0"12 4'0"12 5'6"6 1'5"102'2"3 8"64"5 1'11"141'2'6"15HB 1'5"10 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -2.26 to 55 plf at -0.08TC: From 2 plf at -0.08 to 2 plf at 5.53BC: From 0 plf at -2.26 to 4 plf at -0.08 BC: From 2 plf at 0.00 to 2 plf at 5.53TC: 88 lb Conc. Load at 2.87BC: 39 lb Conc. Load at 2.87 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 5.53BC 45 0.15 3.92BC 18 4.02 5.53 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is1-11-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 178 /- /- /-/47 /- E 27 /- /- /1 /- /- D 83 /- /- /- /9 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5EBrg Width = 1.5 Min Req =- D Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 18 -8 B - C 6 -30 Chords Tens.Comp. C - D 23 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 10 -1 Chords Tens.Comp. C - E 3 -4 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. F - C 61 -7 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.038 F 999 240 VERT(CL):0.072 F 901 180 HORZ(LL):0.019 E - - HORZ(TL):0.035 E - - Creep Factor: 2.0 Max TC CSI:0.680 Max BC CSI:0.205 Max Web CSI:0.055 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ02 Ply: 1 Qty:2 Wgt: 25.2 lbs SEQN: 17508 / T3 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 11'1"2 11'9"8 A B C D E F 3.54 12 3X4(A1T) 3X4(**) 3X4 4'0"12 4'0"12 5'6"6 1'5"102'2"3 8"64"5 1'11"141'2'6"15HB 1'5"10 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 5.89BC 69 0.15 5.89Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 4-1-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 354 /- /- /-/81 /- D 33 /- /-/13 /- /- C 123 /- /- /-/55 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -12 Chords Tens.Comp. B - C 35 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.005 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.808 Max BC CSI:0.235 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ03 Ply: 1 Qty:1 Wgt: 22.4 lbs SEQN: 17499 / T40 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 11'10"12 A B C D 3.54 12 3X4(A1T) 5'10"10 5'10"102'2"3 4"5 2'1"22'8"32. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 5.89BC 69 0.15 5.89Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 4-1-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-1-2. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 354 /- /- /-/81 /- D 33 /- /-/13 /- /- C 123 /- /- /-/55 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -12 Chords Tens.Comp. B - C 35 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.005 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.808 Max BC CSI:0.235 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ03 Ply: 1 Qty:1 Wgt: 22.4 lbs SEQN: 17499 / T40 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 11'10"12 A B C D 3.54 12 3X4(A1T) 5'10"10 5'10"102'2"3 4"5 2'1"22'8"3This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 8.01BC 94 0.15 8.01Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 5-7-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-8-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 415 /- /- /-/92 /- D 65 /- /-/17 /- /- C 246 /- /- /-/113 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -9 Chords Tens.Comp. B - C 70 -61 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.018 D - - HORZ(TL):0.028 D - - Creep Factor: 2.0 Max TC CSI:0.967 Max BC CSI:0.386 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ04 Ply: 1 Qty:1 Wgt: 30.8 lbs SEQN: 17502 / T43 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 12'6"4 A B C D 3.54 12 3X4(A1T) 8'0"1 8'0"12'2"3 4"5 2'8"103'3"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 8.01BC 94 0.15 8.01Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Hipjack supports 5-7-15 setback jacks with no webs. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-8-10. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 415 /- /- /-/92 /- D 65 /- /-/17 /- /- C 246 /- /- /-/113 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -9 Chords Tens.Comp. B - C 70 -61 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.018 D - - HORZ(TL):0.028 D - - Creep Factor: 2.0 Max TC CSI:0.967 Max BC CSI:0.386 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ04 Ply: 1 Qty:1 Wgt: 30.8 lbs SEQN: 17502 / T43 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 12'6"4 A B C D 3.54 12 3X4(A1T) 8'0"1 8'0"12'2"3 4"5 2'8"103'3"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -2.26 to 55 plf at -0.08TC: From 2 plf at -0.08 to 2 plf at 5.53BC: From 0 plf at -2.26 to 4 plf at -0.08 BC: From 2 plf at 0.00 to 2 plf at 5.53TC: 110 lb Conc. Load at 2.87BC: 60 lb Conc. Load at 2.87 Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 5.53BC 66 0.00 5.53Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-9-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL E 173 /- /- /-/45 /- D 83 /- /-/12 /- /- C 63 /- /- /-/21 /- Wind reactions based on MWFRS E Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 18 -8 Chords Tens.Comp. B - C 18 -19 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 56 -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 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.766 Max BC CSI:0.480 Max Web CSI:0.009 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ05 Ply: 1 Qty:3 Wgt: 24.5 lbs SEQN: 17485 / T26 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 12'7"8 A B C DE 3.54 12 3X4 3X4 5'6"6 5'6"62'2"3 2'6"61'2"52'9"14HB 5'0"14 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 0 plf at -2.26 to 55 plf at -0.08TC: From 2 plf at -0.08 to 2 plf at 5.53BC: From 0 plf at -2.26 to 4 plf at -0.08 BC: From 2 plf at 0.00 to 2 plf at 5.53TC: 110 lb Conc. Load at 2.87BC: 60 lb Conc. Load at 2.87 Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 5.53BC 66 0.00 5.53Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-9-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL E 173 /- /- /-/45 /- D 83 /- /-/12 /- /- C 63 /- /- /-/21 /- Wind reactions based on MWFRS E Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 18 -8 Chords Tens.Comp. B - C 18 -19 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 56 -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 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.766 Max BC CSI:0.480 Max Web CSI:0.009 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ05 Ply: 1 Qty:3 Wgt: 24.5 lbs SEQN: 17485 / T26 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 12'7"8 A B C DE 3.54 12 3X4 3X4 5'6"6 5'6"62'2"3 2'6"61'2"52'9"14HB 5'0"14 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 2.64BC 30 0.15 2.64Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is1-1-10. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 287 /- /-/187 /138 /50 D 25 /-8 /-/24 /12 /- C 58 /-11 /-/20 /19 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 17 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.643 Max BC CSI:0.273 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ06 Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 17494 / T68 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 10'11"4 A B C D 3.54 12 3X4(A1T) 2'7"12 2'7"122'2"3 4"5 1'1"101'8"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 2.64BC 30 0.15 2.64Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is1-1-10. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 287 /- /-/187 /138 /50 D 25 /-8 /-/24 /12 /- C 58 /-11 /-/20 /19 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 17 -23 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.643 Max BC CSI:0.273 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ06 Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 17494 / T68 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 10'11"4 A B C D 3.54 12 3X4(A1T) 2'7"12 2'7"122'2"3 4"5 1'1"101'8"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.16 2.24BC 25 0.15 2.24Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-0-0. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 279 /- /-/185 /140 /46 D 20 /-13 /-/26 /16 /- C 47 /-13 /-/25 /23 /- Wind reactions based on MWFRS B Brg Width = 7.8 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 36 0 Chords Tens.Comp. B - C 15 -20 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.605 Max BC CSI:0.246 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ07 Ply: 1 Qty:1 Wgt: 11.2 lbs SEQN: 17535 / T11 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 10'9"10 A B C D 3.54 12 3X4(**) 2'2"13 2'2"132'1"7 4"1 1'1'7"12. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.16 2.24BC 25 0.15 2.24Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-0-0. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 279 /- /-/185 /140 /46 D 20 /-13 /-/26 /16 /- C 47 /-13 /-/25 /23 /- Wind reactions based on MWFRS B Brg Width = 7.8 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 36 0 Chords Tens.Comp. B - C 15 -20 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.605 Max BC CSI:0.246 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ07 Ply: 1 Qty:1 Wgt: 11.2 lbs SEQN: 17535 / T11 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 10'9"10 A B C D 3.54 12 3X4(**) 2'2"13 2'2"132'1"7 4"1 1'1'7"1This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 3.12BC 36 0.15 3.12Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is1-3-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 291 /- /-/187 /133 /54 D 33 /- /-/23 /8 /- C 70 /- /-/18 /24 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 20 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.643 Max BC CSI:0.274 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ08 Ply: 1 Qty:1 Wgt: 14.0 lbs SEQN: 17491 / T73 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 11'0"15 A B C D 3.54 12 3X4(A1T) 3'1"6 3'1"62'2"3 4"5 1'3"51'10"62. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.22 3.12BC 36 0.15 3.12Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is1-3-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 291 /- /-/187 /133 /54 D 33 /- /-/23 /8 /- C 70 /- /-/18 /24 /- Wind reactions based on MWFRS B Brg Width = 7.0 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 20 -33 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.002 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.643 Max BC CSI:0.274 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:HJ08 Ply: 1 Qty:1 Wgt: 14.0 lbs SEQN: 17491 / T73 / HIP_ FROM:DRW: .../...04/15/2020 10'1"2 11'0"15 A B C D 3.54 12 3X4(A1T) 3'1"6 3'1"62'2"3 4"5 1'3"51'10"6This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 2.00BC 22 0.15 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-2-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 214 /- /-/146 /71 /48 D 20 /-3 /-/16 /8 /- C 44 /- /-/20 /16 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 17 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.122 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J01 Ply: 1 Qty:8 Wgt: 8.4 lbs SEQN: 17430 / T27 / JACK FROM:DRW: .../...04/15/2020 10'1"2 10'11"15 A B C D 5 12 3X4(**) 2' 2'1'6"8 4"5 1'2"51'9"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 2.00BC 22 0.15 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-2-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 214 /- /-/146 /71 /48 D 20 /-3 /-/16 /8 /- C 44 /- /-/20 /16 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 17 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.122 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J01 Ply: 1 Qty:8 Wgt: 8.4 lbs SEQN: 17430 / T27 / JACK FROM:DRW: .../...04/15/2020 10'1"2 10'11"15 A B C D 5 12 3X4(**) 2' 2'1'6"8 4"5 1'2"51'9"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 2.00BC 24 0.00 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-2-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 65 /- /-/33 /11 /29 C 28 /- /-/13 /1 /- B 47 /- /-/24 /26 /- Wind reactions based on MWFRS A Brg Width = 1.5CBrg Width = 1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -40 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.101 Max BC CSI:0.076 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J01A Ply: 1 Qty:2 Wgt: 7.0 lbs SEQN: 17436 / T41 / JACK FROM:DRW: .../...04/15/2020 10'1"2 10'11"15 A B C 5 12 3X4(**) 2' 1"8 1"8 2'1"8 2' 4"5 1'2"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 2.00BC 24 0.00 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-2-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 65 /- /-/33 /11 /29 C 28 /- /-/13 /1 /- B 47 /- /-/24 /26 /- Wind reactions based on MWFRS A Brg Width = 1.5CBrg Width = 1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 -40 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.101 Max BC CSI:0.076 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J01A Ply: 1 Qty:2 Wgt: 7.0 lbs SEQN: 17436 / T41 / JACK FROM:DRW: .../...04/15/2020 10'1"2 10'11"15 A B C 5 12 3X4(**) 2' 1"8 1"8 2'1"8 2' 4"5 1'2"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 4.00BC 46 0.15 4.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 254 /- /-/160 /69 /78 D 51 /- /-/20 /- /- C 94 /- /-/37 /48 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 36 -55 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.366 Max BC CSI:0.212 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J02 Ply: 1 Qty:4 Wgt: 16.8 lbs SEQN: 17433 / T25 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B C D 5 12 3X4(**) 4' 4'1'6"8 4"5 2'0"52'7"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 4.00BC 46 0.15 4.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 254 /- /-/160 /69 /78 D 51 /- /-/20 /- /- C 94 /- /-/37 /48 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 36 -55 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.366 Max BC CSI:0.212 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J02 Ply: 1 Qty:4 Wgt: 16.8 lbs SEQN: 17433 / T25 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B C D 5 12 3X4(**) 4' 4'1'6"8 4"5 2'0"52'7"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.00BC 48 0.00 4.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 130 /- /-/66 /26 /58 C 56 /- /-/25 /- /- B 96 /- /-/49 /54 /- Wind reactions based on MWFRS A Brg Width = 1.5CBrg Width = 1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.220 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J02A Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 17439 / T33 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B C 5 12 3X4(**) 4' 1"8 1"8 4'1"8 4' 4"5 2'0"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.00BC 48 0.00 4.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 130 /- /-/66 /26 /58 C 56 /- /-/25 /- /- B 96 /- /-/49 /54 /- Wind reactions based on MWFRS A Brg Width = 1.5CBrg Width = 1.5 B Brg Width = 1.5 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.326 Max BC CSI:0.220 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J02A Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 17439 / T33 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B C 5 12 3X4(**) 4' 1"8 1"8 4'1"8 4' 4"5 2'0"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 6.00BC 70 0.15 6.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 311 /- /-/187 /80 /107 D 81 /- /-/31 /- /- C 144 /- /-/66 /78 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 55 -80 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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):0.011 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.780 Max BC CSI:0.474 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J03 Ply: 1 Qty:4 Wgt: 22.4 lbs SEQN: 17452 / T28 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 12'7"15 A B C D 5 12 3X4(**) 6' 6'1'6"8 4"5 2'10"53'5"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 6.00BC 70 0.15 6.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 311 /- /-/187 /80 /107 D 81 /- /-/31 /- /- C 144 /- /-/66 /78 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 55 -80 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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):0.011 D - - HORZ(TL):0.018 D - - Creep Factor: 2.0 Max TC CSI:0.780 Max BC CSI:0.474 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J03 Ply: 1 Qty:4 Wgt: 22.4 lbs SEQN: 17452 / T28 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 12'7"15 A B C D 5 12 3X4(**) 6' 6'1'6"8 4"5 2'10"53'5"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 7.92BC 75 0.15 7.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is3-7-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 369 /- /-/216 /50 /98 D 253 /- /-/135 /58 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 42 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 33 -20 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 186 -188 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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):0.021 D - - HORZ(TL):0.034 D - - Creep Factor: 2.0 Max TC CSI:0.773 Max BC CSI:0.458 Max Web CSI:0.321 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J04 Ply: 1 Qty:6 Wgt: 33.6 lbs SEQN: 17446 / T19 / MONO FROM:DRW: .../...04/15/2020 10'1"2A B C D 5 12 3X4(**) 3X4(**) 4X5(**) 7'11" 7'11"1'6"8 4"5 3'7"144'3"12. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 7.92BC 75 0.15 7.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is3-7-14. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 369 /- /-/216 /50 /98 D 253 /- /-/135 /58 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 1.5 Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 42 -115 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 33 -20 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - D 186 -188 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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):0.021 D - - HORZ(TL):0.034 D - - Creep Factor: 2.0 Max TC CSI:0.773 Max BC CSI:0.458 Max Web CSI:0.321 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J04 Ply: 1 Qty:6 Wgt: 33.6 lbs SEQN: 17446 / T19 / MONO FROM:DRW: .../...04/15/2020 10'1"2A B C D 5 12 3X4(**) 3X4(**) 4X5(**) 7'11" 7'11"1'6"8 4"5 3'7"144'3"1This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(**) except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 2.00 BC 22 0.15 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is 1-2-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL D*113 /- /-/71 /36 /24 Wind reactions based on MWFRS D Brg Width = 24.0 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 15 -24 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. B - D 175 -29 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. C - D 48 -44 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.114 Max Web CSI:0.016 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J05 Ply: 1 Qty:2 Wgt: 9.8 lbs SEQN: 17464 / T7 / GABL FROM:DRW: .../...04/15/2020 9'3"2 A B C D 5 12 2' 1'10" 1'10" 2' 2" 1'10" 1'10" 2' 2"1'6"8 4"5 1'2"51'9"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(**) except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 2.00 BC 22 0.15 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is 1-2-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL D*113 /- /-/71 /36 /24 Wind reactions based on MWFRS D Brg Width = 24.0 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 15 -24 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. B - D 175 -29 Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. C - D 48 -44 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.114 Max Web CSI:0.016 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J05 Ply: 1 Qty:2 Wgt: 9.8 lbs SEQN: 17464 / T7 / GABL FROM:DRW: .../...04/15/2020 9'3"2 A B C D 5 12 2' 1'10" 1'10" 2' 2" 1'10" 1'10" 2' 2"1'6"8 4"5 1'2"51'9"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 6.00BC 26 0.15 2.31BC 29 2.40 4.77BC 14 4.86 6.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 311 /- /-/187 /80 /107 F 22 /- /-/10 /- /- E 177 /- /-/86 /73 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5FBrg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 2 -83 Chords Tens.Comp. C - D 31 -75 D - E 68 -64 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 8 -2 C - G 8 0 Chords Tens.Comp. D - F 3 -5 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H - C 51 -12 Webs Tens.Comp. G - D 46 -3 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.132 H 534 240 VERT(CL):0.214 H 327 180 HORZ(LL):0.064 G - - HORZ(TL):0.105 G - - Creep Factor: 2.0 Max TC CSI:0.629 Max BC CSI:0.236 Max Web CSI:0.034 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J06 Ply: 1 Qty:6 Wgt: 28.0 lbs SEQN: 17470 / T8 / EJAC FROM:DRW: .../...04/15/2020 9'3"2 11'1"2 11'9"15 A B C D E F G H 5 12 3X4(**) 3X4(**) 3X4 3X4(**) 3X4 2'5"8 2'5"8 4'11" 2'5"8 6' 1'1"1'6"8 8"13 4"5 2'10"510"1'10"3'5"8HB 1'1" 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 6.00BC 26 0.15 2.31BC 29 2.40 4.77BC 14 4.86 6.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 311 /- /-/187 /80 /107 F 22 /- /-/10 /- /- E 177 /- /-/86 /73 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5FBrg Width = 1.5 Min Req =- E Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 2 -83 Chords Tens.Comp. C - D 31 -75 D - E 68 -64 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 8 -2 C - G 8 0 Chords Tens.Comp. D - F 3 -5 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. H - C 51 -12 Webs Tens.Comp. G - D 46 -3 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.132 H 534 240 VERT(CL):0.214 H 327 180 HORZ(LL):0.064 G - - HORZ(TL):0.105 G - - Creep Factor: 2.0 Max TC CSI:0.629 Max BC CSI:0.236 Max Web CSI:0.034 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J06 Ply: 1 Qty:6 Wgt: 28.0 lbs SEQN: 17470 / T8 / EJAC FROM:DRW: .../...04/15/2020 9'3"2 11'1"2 11'9"15 A B C D E F G H 5 12 3X4(**) 3X4(**) 3X4 3X4(**) 3X4 2'5"8 2'5"8 4'11" 2'5"8 6' 1'1"1'6"8 8"13 4"5 2'10"510"1'10"3'5"8HB 1'1" This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 1.00BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is0-9-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 238 /- /-/176 /102 /34 D 9 /-23 /-/19 /20 /- C 18 /-55 /-/42 /50 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 59 -31 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.075 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J07 Ply: 1 Qty:2 Wgt: 5.6 lbs SEQN: 17455 / T38 / JACK FROM:DRW: .../...04/15/2020 10'1"2 10'6"15 A B C D 5 12 3X4(**) 1' 1'1'6"8 4"5 9"51'4"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 1.00BC 10 0.15 1.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is0-9-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 238 /- /-/176 /102 /34 D 9 /-23 /-/19 /20 /- C 18 /-55 /-/42 /50 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 59 -31 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.075 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J07 Ply: 1 Qty:2 Wgt: 5.6 lbs SEQN: 17455 / T38 / JACK FROM:DRW: .../...04/15/2020 10'1"2 10'6"15 A B C D 5 12 3X4(**) 1' 1'1'6"8 4"5 9"51'4"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 3.00BC 34 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-7-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 229 /- /-/149 /65 /63 D 36 /- /-/16 /1 /- C 69 /- /-/21 /32 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 27 -54 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.109 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J08 Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 17458 / T36 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'4"15 A B C D 5 12 3X4(**) 3' 3'1'6"8 4"5 1'7"52'2"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 3.00BC 34 0.15 3.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-7-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 229 /- /-/149 /65 /63 D 36 /- /-/16 /1 /- C 69 /- /-/21 /32 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 27 -54 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep 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 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.109 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J08 Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 17458 / T36 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'4"15 A B C D 5 12 3X4(**) 3' 3'1'6"8 4"5 1'7"52'2"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 4.25BC 49 0.15 4.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-1-9. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 260 /- /-/163 /70 /82 D 55 /- /-/21 /- /- C 100 /- /-/41 /52 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 39 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.366 Max BC CSI:0.239 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J09 Ply: 1 Qty:4 Wgt: 18.2 lbs SEQN: 17461 / T39 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 11'11"3 A B C D 5 12 3X4(**) 4'3" 4'3"1'6"8 4"5 2'1"92'8"122. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 4.25BC 49 0.15 4.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-1-9. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 260 /- /-/163 /70 /82 D 55 /- /-/21 /- /- C 100 /- /-/41 /52 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 39 -59 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.004 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.366 Max BC CSI:0.239 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J09 Ply: 1 Qty:4 Wgt: 18.2 lbs SEQN: 17461 / T39 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 11'11"3 A B C D 5 12 3X4(**) 4'3" 4'3"1'6"8 4"5 2'1"92'8"12This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at 0.00 to 55 plf at 4.25BC: From 5 plf at 0.00 to 5 plf at 4.25BC: 65 lb Conc. Load at 0.65BC: 130 lb Conc. Load at 2.65 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.25BC 49 0.15 4.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-1-9. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 240 /- /- /-/73 /- C 98 /- /- /-/16 /- B 113 /- /- /-/50 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5CBrg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 44 -35 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.007 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.528 Max BC CSI:0.722 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J10 Ply: 1 Qty:1 Wgt: 14.0 lbs SEQN: 17449 / T51 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'11"3 A B C 5 12 3X4(**) 4'3" 4'3" 4"5 2'1"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at 0.00 to 55 plf at 4.25BC: From 5 plf at 0.00 to 5 plf at 4.25BC: 65 lb Conc. Load at 0.65BC: 130 lb Conc. Load at 2.65 Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 4.25BC 49 0.15 4.25Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-1-9. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 240 /- /- /-/73 /- C 98 /- /- /-/16 /- B 113 /- /- /-/50 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5CBrg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 44 -35 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - C 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.007 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.528 Max BC CSI:0.722 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J10 Ply: 1 Qty:1 Wgt: 14.0 lbs SEQN: 17449 / T51 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'11"3 A B C 5 12 3X4(**) 4'3" 4'3" 4"5 2'1"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 5.75BC 67 0.15 5.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-9-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 303 /- /-/183 /52 /74 D 77 /- /-/30 /- /- C 137 /- /-/62 /48 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 53 -78 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.010 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.710 Max BC CSI:0.435 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J11 Ply: 1 Qty:3 Wgt: 22.4 lbs SEQN: 17473 / T42 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 12'6"11 A B C D 5 12 3X4(**) 5'9" 5'9"1'6"8 4"5 2'9"13'4"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 5.75BC 67 0.15 5.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-9-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 303 /- /-/183 /52 /74 D 77 /- /-/30 /- /- C 137 /- /-/62 /48 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 53 -78 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - D 0 0 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(CL):NA HORZ(LL):0.010 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.710 Max BC CSI:0.435 Max Web CSI:0.000 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J11 Ply: 1 Qty:3 Wgt: 22.4 lbs SEQN: 17473 / T42 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 12'6"11 A B C D 5 12 3X4(**) 5'9" 5'9"1'6"8 4"5 2'9"13'4"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 2.00BC 24 0.00 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL E 198 /- /-/148 /83 /- D 30 /- /-/10 /- /- C 55 /- /-/38 /29 /48 Wind reactions based on MWFRS E Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 188 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 455 -188 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.058 Max Web CSI:0.057 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J12 Ply: 1 Qty:5 Wgt: 10.5 lbs SEQN: 17476 / T22 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B C DE 5 12 3X4 3X8(**) 2' 2'1'6"8 1'8"131'2"52'0"5HB 1'6"8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 2.00BC 24 0.00 2.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL E 198 /- /-/148 /83 /- D 30 /- /-/10 /- /- C 55 /- /-/38 /29 /48 Wind reactions based on MWFRS E Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 188 -44 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 455 -188 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.581 Max BC CSI:0.058 Max Web CSI:0.057 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J12 Ply: 1 Qty:5 Wgt: 10.5 lbs SEQN: 17476 / T22 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B C DE 5 12 3X4 3X8(**) 2' 2'1'6"8 1'8"131'2"52'0"5HB 1'6"8 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 2.00BC 24 0.00 2.00 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL D 65 /- /-/36 /24 /- C 30 /- /-/10 /- /- B 55 /- /-/24 /20 /29 Wind reactions based on MWFRS D Brg Width = 5.5 Min Req =1.5CBrg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 48 -21 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 106 -55 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 A 999 240 VERT(CL):0.000 A 999 180 HORZ(LL):-0.000 A - - HORZ(TL):0.000 A - - Creep Factor: 2.0 Max TC CSI:0.172 Max BC CSI:0.058 Max Web CSI:0.013 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J12A Ply: 1 Qty:1 Wgt: 9.1 lbs SEQN: 17482 / T20 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B CD 5 12 3X4 3X4 2' 2'1'8"131'2"52'0"5HB 1'6"8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 2.00BC 24 0.00 2.00 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL D 65 /- /-/36 /24 /- C 30 /- /-/10 /- /- B 55 /- /-/24 /20 /29 Wind reactions based on MWFRS D Brg Width = 5.5 Min Req =1.5CBrg Width = 1.5 Min Req =- B Brg Width = 1.5 Min Req =- Bearing D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 48 -21 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 106 -55 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 A 999 240 VERT(CL):0.000 A 999 180 HORZ(LL):-0.000 A - - HORZ(TL):0.000 A - - Creep Factor: 2.0 Max TC CSI:0.172 Max BC CSI:0.058 Max Web CSI:0.013 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J12A Ply: 1 Qty:1 Wgt: 9.1 lbs SEQN: 17482 / T20 / JACK FROM:DRW: .../...04/15/2020 10'1"2 11'9"15 A B CD 5 12 3X4 3X4 2' 2'1'8"131'2"52'0"5HB 1'6"8 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 4.00BC 48 0.00 4.00 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL E 244 /- /-/169 /99 /- D 60 /- /-/20 /- /- C 110 /- /-/32 /25 /78 Wind reactions based on MWFRS E Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 130 -50 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 286 -224 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.438 Max BC CSI:0.251 Max Web CSI:0.036 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J13 Ply: 1 Qty:7 Wgt: 18.9 lbs SEQN: 17479 / T24 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 12'7"15 A B C DE 5 12 3X4 4X5 4' 4'1'6"8 2'6"131'2"52'10"5HB 3'6"8 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x6 SP #2 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 4.00BC 48 0.00 4.00 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL E 244 /- /-/169 /99 /- D 60 /- /-/20 /- /- C 110 /- /-/32 /25 /78 Wind reactions based on MWFRS E Brg Width = 5.5 Min Req =1.5DBrg Width = 1.5 Min Req =- C Brg Width = 1.5 Min Req =- Bearing E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 Chords Tens.Comp. B - C 130 -50 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E - D 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - E 286 -224 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 240 VERT(CL):0.000 B 999 180 HORZ(LL):-0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.438 Max BC CSI:0.251 Max Web CSI:0.036 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:J13 Ply: 1 Qty:7 Wgt: 18.9 lbs SEQN: 17479 / T24 / EJAC FROM:DRW: .../...04/15/2020 10'1"2 12'7"15 A B C DE 5 12 3X4 4X5 4' 4'1'6"8 2'6"131'2"52'10"5HB 3'6"8 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.45 7.39BC 80 0.15 6.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is2-9-7. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B*69 /- /-/32 /24 /12 J /-110 H /-110 Wind reactions based on MWFRS B Brg Width = 83.3 Min Req =-Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 15 0 B - C 19 -47 C - D 81 -46 Chords Tens.Comp. D - E 81 -46 E - F 43 -53 F - G 15 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 50 -27 J - I 56 -30 Chords Tens.Comp. I - H 56 -30 H - F 50 -31 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 111 -105 D - I 9 -48 Gables Tens.Comp. H - E 111 -105 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 H 999 240 VERT(CL):0.001 H 999 180 HORZ(LL):-0.001 J - - HORZ(TL):0.001 J - - Creep Factor: 2.0 Max TC CSI:0.052 Max BC CSI:0.040 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB01 Ply: 1 Qty:1 Wgt: 37.8 lbs SEQN: 17641 / T4 / GABL FROM:DRW: .../...04/15/2020 21'0"11A B C D E F G HIJ 8 12 3X4(A1T) 4X4 3X4(A1T) 6'11"4 2'1"10 1'4" (TYP) 3'5"10 3'5"10 6'11"4 3'5"10 6'11"4 6'11"4 4"32'7"152'9"72. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.45 7.39BC 80 0.15 6.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is2-9-7. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B*69 /- /-/32 /24 /12 J /-110 H /-110 Wind reactions based on MWFRS B Brg Width = 83.3 Min Req =-Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 15 0 B - C 19 -47 C - D 81 -46 Chords Tens.Comp. D - E 81 -46 E - F 43 -53 F - G 15 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 50 -27 J - I 56 -30 Chords Tens.Comp. I - H 56 -30 H - F 50 -31 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 111 -105 D - I 9 -48 Gables Tens.Comp. H - E 111 -105 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 H 999 240 VERT(CL):0.001 H 999 180 HORZ(LL):-0.001 J - - HORZ(TL):0.001 J - - Creep Factor: 2.0 Max TC CSI:0.052 Max BC CSI:0.040 Max Web CSI:0.032 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB01 Ply: 1 Qty:1 Wgt: 37.8 lbs SEQN: 17641 / T4 / GABL FROM:DRW: .../...04/15/2020 21'0"11A B C D E F G HIJ 8 12 3X4(A1T) 4X4 3X4(A1T) 6'11"4 2'1"10 1'4" (TYP) 3'5"10 3'5"10 6'11"4 3'5"10 6'11"4 6'11"4 4"32'7"152'9"7This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 8.38BC 91 0.15 7.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-1-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A -/-73 /-/84 /104 /82 B*86 /- /-/44 /17 /- E -/-73 /-/39 /59 /- B /-109 Wind reactions based on MWFRSABrg Width = 5.6 Min Req =1.5 B Brg Width = 94.4 Min Req =- E Brg Width = 5.6 Min Req =1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 131 -115 B - C 117 -142 Chords Tens.Comp. C - D 117 -142 D - E 57 -43 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 62 -17 Chords Tens.Comp. F - D 62 -17 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 7 -88 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 F 999 240 VERT(CL):0.002 F 999 180 HORZ(LL):-0.001 F - - HORZ(TL):0.002 F - - Creep Factor: 2.0 Max TC CSI:0.257 Max BC CSI:0.094 Max Web CSI:0.019 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:PB02 Ply: 1 Qty:6 Wgt: 32.2 lbs SEQN: 17579 / T30 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F 8 12 4X4 3X4 8"9 7'10"6 8"9 8"9 8"9 4'7"12 3'11"3 8'6"15 3'11"3 9'3"8 8"9 8"9 8"9 4'7"12 3'11"3 8'6"15 3'11"3 9'3"8 8"9 8"95"9 0"83'0"31"8 3'1"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 8.38BC 91 0.15 7.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-1-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A -/-73 /-/84 /104 /82 B*86 /- /-/44 /17 /- E -/-73 /-/39 /59 /- B /-109 Wind reactions based on MWFRSABrg Width = 5.6 Min Req =1.5 B Brg Width = 94.4 Min Req =- E Brg Width = 5.6 Min Req =1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 131 -115 B - C 117 -142 Chords Tens.Comp. C - D 117 -142 D - E 57 -43 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 62 -17 Chords Tens.Comp. F - D 62 -17 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 7 -88 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 F 999 240 VERT(CL):0.002 F 999 180 HORZ(LL):-0.001 F - - HORZ(TL):0.002 F - - Creep Factor: 2.0 Max TC CSI:0.257 Max BC CSI:0.094 Max Web CSI:0.019 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:PB02 Ply: 1 Qty:6 Wgt: 32.2 lbs SEQN: 17579 / T30 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F 8 12 4X4 3X4 8"9 7'10"6 8"9 8"9 8"9 4'7"12 3'11"3 8'6"15 3'11"3 9'3"8 8"9 8"9 8"9 4'7"12 3'11"3 8'6"15 3'11"3 9'3"8 8"9 8"95"9 0"83'0"31"8 3'1"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38 BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-8-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 40 /-72 /-/84 /98 /70 B*72 /- /-/36 /15 /- G 40 /-72 /-/46 /61 /- B /-122 Wind reactions based on MWFRSABrg Width = 5.6 Min Req =1.5 B Brg Width = 118 Min Req =- G Brg Width = 5.6 Min Req =1.5 Bearings A, B, & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 118 -105 B - C 169 -260 C - D 174 -173 Chords Tens.Comp. D - E 174 -173 E - F 169 -260 F - G 56 -26 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 173 -60 Chords Tens.Comp. H - F 173 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 77 -109 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 E 999 240 VERT(CL):0.029 E 999 180 HORZ(LL):0.009 C - - HORZ(TL):0.019 C - - Creep Factor: 2.0 Max TC CSI:0.284 Max BC CSI:0.107 Max Web CSI:0.023 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB03 Ply: 1 Qty:1 Wgt: 36.4 lbs SEQN: 17647 / T61 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F G H 8 12 3X4(**)3X4 3X4 3X4(**) 8"9 9'10"6 8"9 8"9 8"9 3'11"12 3'3"3 5'7"12 1'8" 7'3"12 1'8" 10'6"15 3'3"3 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"82'6"131"8 2'8"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38 BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-8-5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 40 /-72 /-/84 /98 /70 B*72 /- /-/36 /15 /- G 40 /-72 /-/46 /61 /- B /-122 Wind reactions based on MWFRSABrg Width = 5.6 Min Req =1.5 B Brg Width = 118 Min Req =- G Brg Width = 5.6 Min Req =1.5 Bearings A, B, & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 118 -105 B - C 169 -260 C - D 174 -173 Chords Tens.Comp. D - E 174 -173 E - F 169 -260 F - G 56 -26 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 173 -60 Chords Tens.Comp. H - F 173 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 77 -109 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 E 999 240 VERT(CL):0.029 E 999 180 HORZ(LL):0.009 C - - HORZ(TL):0.019 C - - Creep Factor: 2.0 Max TC CSI:0.284 Max BC CSI:0.107 Max Web CSI:0.023 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB03 Ply: 1 Qty:1 Wgt: 36.4 lbs SEQN: 17647 / T61 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F G H 8 12 3X4(**)3X4 3X4 3X4(**) 8"9 9'10"6 8"9 8"9 8"9 3'11"12 3'3"3 5'7"12 1'8" 7'3"12 1'8" 10'6"15 3'3"3 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"82'6"131"8 2'8"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-9-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A -/-141 /-/126 /166 /101 B*94 /- /-/47 /21 /- E -/-141 /-/72 /111 /- B /-157 D /-134Wind reactions based on MWFRS A Brg Width = 5.6 Min Req =1.5 B Brg Width = 118 Min Req =- E Brg Width = 5.6 Min Req =1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 181 -154 B - C 143 -189 Chords Tens.Comp. C - D 142 -189 D - E 95 -73 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 85 -21 Chords Tens.Comp. F - D 85 -21 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 9 -102 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 F 999 240 VERT(CL):0.003 F 999 180 HORZ(LL):-0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.420 Max BC CSI:0.142 Max Web CSI:0.027 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB04 Ply: 1 Qty:7 Wgt: 42.0 lbs SEQN: 17650 / T58 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F 8 12 4X4 3X4 8"9 9'10"6 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"83'8"31"8 3'9"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-9-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A -/-141 /-/126 /166 /101 B*94 /- /-/47 /21 /- E -/-141 /-/72 /111 /- B /-157 D /-134Wind reactions based on MWFRS A Brg Width = 5.6 Min Req =1.5 B Brg Width = 118 Min Req =- E Brg Width = 5.6 Min Req =1.5 Bearings A, B, & E are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 181 -154 B - C 143 -189 Chords Tens.Comp. C - D 142 -189 D - E 95 -73 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 85 -21 Chords Tens.Comp. F - D 85 -21 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 9 -102 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 F 999 240 VERT(CL):0.003 F 999 180 HORZ(LL):-0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.420 Max BC CSI:0.142 Max Web CSI:0.027 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB04 Ply: 1 Qty:7 Wgt: 42.0 lbs SEQN: 17650 / T58 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F 8 12 4X4 3X4 8"9 9'10"6 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"83'8"31"8 3'9"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(**) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 7.18 BC 84 0.15 7.18Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-9-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A -/-149 /-/125 /160 /97 B*86 /- /-/58 /24 /- B /-143 Wind reactions based on MWFRS A Brg Width = 5.6 Min Req =1.5BBrg Width = 86.2 Min Req =- Bearings A & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -191 B - C 66 -89 Chords Tens.Comp. C - D 51 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 2 -2 Chords Tens.Comp. F - E 2 -2 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 83 -167 Webs Tens.Comp. D - E 66 -67 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 F 999 240 VERT(CL):0.003 F 999 180 HORZ(LL):0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.420 Max BC CSI:0.113 Max Web CSI:0.044 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB05 Ply: 1 Qty:7 Wgt: 35.0 lbs SEQN: 17653 / T71 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F 8 12 3X4(B1T) 4X4 3X4 7'10"12 8"9 8"9 5'7"12 4'11"3 7'10"12 2'3" 8"9 8"9 5'7"12 4'11"3 7'10"12 2'3" 0"8 2'2"33'8"31"8 3'9"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(**) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 7.18 BC 84 0.15 7.18Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-9-11. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A -/-149 /-/125 /160 /97 B*86 /- /-/58 /24 /- B /-143 Wind reactions based on MWFRS A Brg Width = 5.6 Min Req =1.5BBrg Width = 86.2 Min Req =- Bearings A & B are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 155 -191 B - C 66 -89 Chords Tens.Comp. C - D 51 -39 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 2 -2 Chords Tens.Comp. F - E 2 -2 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 83 -167 Webs Tens.Comp. D - E 66 -67 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 F 999 240 VERT(CL):0.003 F 999 180 HORZ(LL):0.002 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.420 Max BC CSI:0.113 Max Web CSI:0.044 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB05 Ply: 1 Qty:7 Wgt: 35.0 lbs SEQN: 17653 / T71 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F 8 12 3X4(B1T) 4X4 3X4 7'10"12 8"9 8"9 5'7"12 4'11"3 7'10"12 2'3" 8"9 8"9 5'7"12 4'11"3 7'10"12 2'3" 0"8 2'2"33'8"31"8 3'9"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38 BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 41 /-71 /-/82 /97 /69 B*71 /- /-/36 /15 /- G 41 /-71 /-/45 /60 /- B /-120 Wind reactions based on MWFRSABrg Width = 5.6 Min Req =1.5 B Brg Width = 118 Min Req =- G Brg Width = 5.6 Min Req =1.5 Bearings A, B, & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 116 -104 B - C 168 -259 C - D 173 -173 Chords Tens.Comp. D - E 173 -173 E - F 168 -259 F - G 56 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 173 -60 Chords Tens.Comp. H - F 173 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 80 -112 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 E 999 240 VERT(CL):0.029 E 999 180 HORZ(LL):0.009 C - - HORZ(TL):0.019 C - - Creep Factor: 2.0 Max TC CSI:0.282 Max BC CSI:0.106 Max Web CSI:0.024 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB06 Ply: 1 Qty:1 Wgt: 36.4 lbs SEQN: 17656 / T49 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F G H 8 12 3X4(**)3X4 3X4 3X4(**) 8"9 9'10"6 8"9 8"9 8"9 3'11"4 3'2"11 5'7"12 1'8"8 7'4"4 1'8"8 10'6"15 3'2"11 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"82'6"81"8 2'8"2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38 BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is2-8-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 41 /-71 /-/82 /97 /69 B*71 /- /-/36 /15 /- G 41 /-71 /-/45 /60 /- B /-120 Wind reactions based on MWFRSABrg Width = 5.6 Min Req =1.5 B Brg Width = 118 Min Req =- G Brg Width = 5.6 Min Req =1.5 Bearings A, B, & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 116 -104 B - C 168 -259 C - D 173 -173 Chords Tens.Comp. D - E 173 -173 E - F 168 -259 F - G 56 -25 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 173 -60 Chords Tens.Comp. H - F 173 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 80 -112 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 E 999 240 VERT(CL):0.029 E 999 180 HORZ(LL):0.009 C - - HORZ(TL):0.019 C - - Creep Factor: 2.0 Max TC CSI:0.282 Max BC CSI:0.106 Max Web CSI:0.024 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB06 Ply: 1 Qty:1 Wgt: 36.4 lbs SEQN: 17656 / T49 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F G H 8 12 3X4(**)3X4 3X4 3X4(**) 8"9 9'10"6 8"9 8"9 8"9 3'11"4 3'2"11 5'7"12 1'8"8 7'4"4 1'8"8 10'6"15 3'2"11 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"82'6"81"8 2'8"This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38 BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-4-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 53 /-46 /-/23 /28 /32 B*66 /- /-/30 /20 /- G 53 /-46 /- /4 /9 /- Wind reactions based on MWFRS A Brg Width = 5.6 Min Req =1.5BBrg Width = 118 Min Req =- G Brg Width = 5.6 Min Req =1.5 Bearings A, B, & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 47 -40 B - C 150 -211 C - D 129 -161 Chords Tens.Comp. D - E 129 -161 E - F 150 -211 F - G 42 -30 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 160 -74 Chords Tens.Comp. H - F 160 -74 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 168 -248 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.007 C 999 240 VERT(CL):0.013 C 999 180 HORZ(LL):0.004 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.293 Max BC CSI:0.092 Max Web CSI:0.050 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB07 Ply: 1 Qty:1 Wgt: 35.0 lbs SEQN: 17659 / T15 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F G H 8 12 3X4(**)3X4 3X4 3X4(**) 8"9 9'10"6 8"9 8"9 8"9 1'11"4 1'2"11 5'7"12 3'8"8 9'4"4 3'8"8 10'6"15 1'2"11 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"81'2"81"8 1'4"2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #3 Bot chord 2x4 SP #3Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4(B1T) except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -0.51 10.38 BC 115 0.15 9.72Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is1-4-0. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 53 /-46 /-/23 /28 /32 B*66 /- /-/30 /20 /- G 53 /-46 /- /4 /9 /- Wind reactions based on MWFRS A Brg Width = 5.6 Min Req =1.5BBrg Width = 118 Min Req =- G Brg Width = 5.6 Min Req =1.5 Bearings A, B, & G are a rigid surface. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 47 -40 B - C 150 -211 C - D 129 -161 Chords Tens.Comp. D - E 129 -161 E - F 150 -211 F - G 42 -30 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 160 -74 Chords Tens.Comp. H - F 160 -74 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - H 168 -248 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 2.0 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.007 C 999 240 VERT(CL):0.013 C 999 180 HORZ(LL):0.004 C - - HORZ(TL):0.009 C - - Creep Factor: 2.0 Max TC CSI:0.293 Max BC CSI:0.092 Max Web CSI:0.050 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:PB07 Ply: 1 Qty:1 Wgt: 35.0 lbs SEQN: 17659 / T15 / COMN FROM:DRW: .../...04/15/2020 20'11"321'0"11A B C D E F G H 8 12 3X4(**)3X4 3X4 3X4(**) 8"9 9'10"6 8"9 8"9 8"9 1'11"4 1'2"11 5'7"12 3'8"8 9'4"4 3'8"8 10'6"15 1'2"11 11'3"8 8"9 8"9 8"9 5'7"12 4'11"3 10'6"15 4'11"3 11'3"8 8"9 8"95"9 0"81'2"81"8 1'4"This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2Webs 2x4 SP #3 :W5 2x4 SP 2400f-2.0E: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51BC 32 0.15 2.77 BC 75 2.86 45.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 18-7-8 to 27-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 392 /- /-/171 /156 /337 V 1943 /- /-/774 /234 /- P 1985 /- /-/524 /209 /- M 556 /-28 /-/374 /190 /- Wind reactions based on MWFRSBBrg Width = 5.5 Min Req =1.5 V Brg Width = 5.5 Min Req =1.9 P Brg Width = 5.5 Min Req =2.0 M Brg Width = 5.5 Min Req =1.5 Bearings B, V, P, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 321 -360C - D 268 -382 D - E 484 -428 E - F 736 -270 F - G 392 -142 G - H 315 -766 Chords Tens.Comp. H - I 315 -766 I - J 403 -154J - K 670 -144 K - L 616 -793 L - M 389 -738 M - N 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 10 -4 C - X 307 -92 X - U 277 -256 W -V 0 0 V - T 519 -475 T - S 522 -311 Chords Tens.Comp. S - R 1082 -93 R - Q 515 -288 Q - P 505 -436 P - O 236 -330 O - M 621 -262 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Y - C 62 -24 D - X 474 -425 X - E 666 -553 E - U 371 -415 U - V 523 -1964 U - F 308 -1693 F - T 1207 -50 G - Z 75 -431 G -AC 823 -17 T -AA 57 -938Z -AA 74 -466 Webs Tens.Comp. AB-AD 0 -1072 H -AC 5 -291 AC-AE 16 -19 AC- I 798 -7 AD- R 21 -278 AD-AF 0 -1040 R -AF 1099 0 AE-AF 98 -508 AE- I 98 -472 AF- Q 76 -976Q - J 1065 -83 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 Y 790 240 VERT(CL):0.437 Y 449 180 HORZ(LL):0.116 X - - HORZ(TL):0.208 X - - Creep Factor: 2.0 Max TC CSI:0.653 Max BC CSI:0.604 Max Web CSI:0.702 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T01 Ply: 1 Qty:1 Wgt: 350.0 lbs SEQN: 17450 / T74 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T1 W5 (a) (a)(a) (a) (a) 10'1"2A B C D E F G H I J K L M N OPQRST UVWX Y Z AA AB AC AD AE AF 5 12 8 12 4X5(**) 3X4(**) 5X7(**) 4X5(R)4X5(**) 4X8 5X7(**) 4X4(R) 3X4(**) 5X5 4X5 4X8 4X5 3X4(**) 5X5 5X7(**) 5X7(**) 3X8 5X7(**) 5X7(**) 4X5(**) 16'6"4 12'10"8 16'6"4 6'9" 6'9" 10'10"4 4'1"4 16'7"14 5'9"10 18'3" 1'7"2 18'7"8 4"8 22'11"8 4'4" 27'7" 4'7"8 27'8" 1" 29'3"2 1'7"2 35'8"4 6'5"2 39'2" 3'5"12 45'11" 6'9" 2'11" 2'11" 6'9" 3'10" 16'4"8 9'7"8 18'7"8 2'3" 21'3"13 2'8"5 22'11"8 1'7"1124'7"3 1'7"11 27'3"8 2'8"527'8"12 5"4 29'6"8 1'9"12 39'2" 9'7"8 45'11" 6'9"1'6"8 1'6"8 4"53'2"11' 8'8"9'2"98'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2Webs 2x4 SP #3 :W5 2x4 SP 2400f-2.0E: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51BC 32 0.15 2.77 BC 75 2.86 45.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 18-7-8 to 27-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 392 /- /-/171 /156 /337 V 1943 /- /-/774 /234 /- P 1985 /- /-/524 /209 /- M 556 /-28 /-/374 /190 /- Wind reactions based on MWFRSBBrg Width = 5.5 Min Req =1.5 V Brg Width = 5.5 Min Req =1.9 P Brg Width = 5.5 Min Req =2.0 M Brg Width = 5.5 Min Req =1.5 Bearings B, V, P, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 321 -360C - D 268 -382 D - E 484 -428 E - F 736 -270 F - G 392 -142 G - H 315 -766 Chords Tens.Comp. H - I 315 -766 I - J 403 -154J - K 670 -144 K - L 616 -793 L - M 389 -738 M - N 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Y 10 -4 C - X 307 -92 X - U 277 -256 W -V 0 0 V - T 519 -475 T - S 522 -311 Chords Tens.Comp. S - R 1082 -93 R - Q 515 -288 Q - P 505 -436 P - O 236 -330 O - M 621 -262 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Y - C 62 -24 D - X 474 -425 X - E 666 -553 E - U 371 -415 U - V 523 -1964 U - F 308 -1693 F - T 1207 -50 G - Z 75 -431 G -AC 823 -17 T -AA 57 -938Z -AA 74 -466 Webs Tens.Comp. AB-AD 0 -1072 H -AC 5 -291 AC-AE 16 -19 AC- I 798 -7 AD- R 21 -278 AD-AF 0 -1040 R -AF 1099 0 AE-AF 98 -508 AE- I 98 -472 AF- Q 76 -976Q - J 1065 -83 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 Y 790 240 VERT(CL):0.437 Y 449 180 HORZ(LL):0.116 X - - HORZ(TL):0.208 X - - Creep Factor: 2.0 Max TC CSI:0.653 Max BC CSI:0.604 Max Web CSI:0.702 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T01 Ply: 1 Qty:1 Wgt: 350.0 lbs SEQN: 17450 / T74 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T1 W5 (a) (a)(a) (a) (a) 10'1"2A B C D E F G H I J K L M N OPQRST UVWX Y Z AA AB AC AD AE AF 5 12 8 12 4X5(**) 3X4(**) 5X7(**) 4X5(R)4X5(**) 4X8 5X7(**) 4X4(R) 3X4(**) 5X5 4X5 4X8 4X5 3X4(**) 5X5 5X7(**) 5X7(**) 3X8 5X7(**) 5X7(**) 4X5(**) 16'6"4 12'10"8 16'6"4 6'9" 6'9" 10'10"4 4'1"4 16'7"14 5'9"10 18'3" 1'7"2 18'7"8 4"8 22'11"8 4'4" 27'7" 4'7"8 27'8" 1" 29'3"2 1'7"2 35'8"4 6'5"2 39'2" 3'5"12 45'11" 6'9" 2'11" 2'11" 6'9" 3'10" 16'4"8 9'7"8 18'7"8 2'3" 21'3"13 2'8"5 22'11"8 1'7"1124'7"3 1'7"11 27'3"8 2'8"527'8"12 5"4 29'6"8 1'9"12 39'2" 9'7"8 45'11" 6'9"1'6"8 1'6"8 4"53'2"11' 8'8"9'2"98'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Z -AC 7 -34 AA- S 1120 0AA-AB 0 -1037 S -AB 10 -294 J - P 206 -1485 P - K 433 -532K - O 696 -536 L - O 473 -411 Job Number:86460 Pujadas Res. Truss Label:T01 Ply: 1 Qty:1 Wgt: 350.0 lbs SEQN: 17450 / T74 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 29.85BC 75 0.15 29.85 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 18-7-8 to 27-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 557 /- /-/297 /101 /338 O 1841 /- /-/545 /261 /- J*426 /- /-/51 /5 /- J /-143 Wind reactions based on MWFRSBBrg Width = 5.5 Min Req =1.5 O Brg Width = 5.5 Min Req =2.2 J Brg Width = 32.3 Min Req =- Bearings B, O, & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 55 -744 C - D 177 -799D - E 356 -118 Chords Tens.Comp. E - F 72 -61 F - G 48 -794 G - H 48 -794H - I 66 -52 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 627 -335 P - O 240 -207 O - N 8 -180 N - M 24 -47 Chords Tens.Comp. M - L 1063 0 L - K 18 -49 K - J 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 233 -412 P - D 699 -231D - O 280 -533 O - E 200 -1324 E - N 928 -1 F - Q 11 -327 F - T 814 -5 N - R 0 -827 Q - R 11 -363 Q - T 2 -10 R - M 1066 0 R - S 0 -1012 M - S 19 -272 Webs Tens.Comp. S - U 0 -1042 G - T 2 -298T - V 4 -30 T - H 828 -5 U - L 10 -296 U - W 0 -1007 L - W 1086 0 V - W 33 -421 V - H 33 -385 W -K 13 -880 K - I 87 -144 I - J 143 -129 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 G 999 240 VERT(CL):0.081 G 999 180 HORZ(LL):0.013 F - - HORZ(TL):0.027 F - - Creep Factor: 2.0 Max TC CSI:0.544 Max BC CSI:0.577 Max Web CSI:0.626 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T02 Ply: 1 Qty:1 Wgt: 267.4 lbs SEQN: 17447 / T29 / ATIC FROM:DRW: .../...04/15/2020 (a) (a) (a) (a)(a) (a) 10'1"2A B C D E F G H I JKLMNOP Q R S T U V W 5 12 8 12 3X4(**) 4X8(**) 5X5(**)5X7(**) 4X5 4X8 4X4 3X4(**) 4X4 4X4 4X8 4X5 3X4(**) 4X5 4X8 4X5(**) 16'6"4 13'4" 6'9" 6'9" 10'2"12 3'5"12 16'8" 6'5"4 18'3" 1'7" 18'7"8 4"8 22'11"8 4'4" 27'7" 4'7"8 27'8" 1" 29'10"4 2'2"4 6'9" 6'9" 16'4"8 9'7"8 18'7"8 2'3" 21'3"13 2'8"5 22'11"8 1'7"11 24'7"3 1'7"11 27'3"8 2'8"5 27'7" 3"8 29'10"4 2'3"4 1'6"8 4"5 9'4"93'2"18'8"9'2"98'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 29.85BC 75 0.15 29.85 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 18-7-8 to 27-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 557 /- /-/297 /101 /338 O 1841 /- /-/545 /261 /- J*426 /- /-/51 /5 /- J /-143 Wind reactions based on MWFRSBBrg Width = 5.5 Min Req =1.5 O Brg Width = 5.5 Min Req =2.2 J Brg Width = 32.3 Min Req =- Bearings B, O, & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 55 -744 C - D 177 -799D - E 356 -118 Chords Tens.Comp. E - F 72 -61 F - G 48 -794 G - H 48 -794H - I 66 -52 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 627 -335 P - O 240 -207 O - N 8 -180 N - M 24 -47 Chords Tens.Comp. M - L 1063 0 L - K 18 -49 K - J 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 233 -412 P - D 699 -231D - O 280 -533 O - E 200 -1324 E - N 928 -1 F - Q 11 -327 F - T 814 -5 N - R 0 -827 Q - R 11 -363 Q - T 2 -10 R - M 1066 0 R - S 0 -1012 M - S 19 -272 Webs Tens.Comp. S - U 0 -1042 G - T 2 -298T - V 4 -30 T - H 828 -5 U - L 10 -296 U - W 0 -1007 L - W 1086 0 V - W 33 -421 V - H 33 -385 W -K 13 -880 K - I 87 -144 I - J 143 -129 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.045 G 999 240 VERT(CL):0.081 G 999 180 HORZ(LL):0.013 F - - HORZ(TL):0.027 F - - Creep Factor: 2.0 Max TC CSI:0.544 Max BC CSI:0.577 Max Web CSI:0.626 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T02 Ply: 1 Qty:1 Wgt: 267.4 lbs SEQN: 17447 / T29 / ATIC FROM:DRW: .../...04/15/2020 (a) (a) (a) (a)(a) (a) 10'1"2A B C D E F G H I JKLMNOP Q R S T U V W 5 12 8 12 3X4(**) 4X8(**) 5X5(**)5X7(**) 4X5 4X8 4X4 3X4(**) 4X4 4X4 4X8 4X5 3X4(**) 4X5 4X8 4X5(**) 16'6"4 13'4" 6'9" 6'9" 10'2"12 3'5"12 16'8" 6'5"4 18'3" 1'7" 18'7"8 4"8 22'11"8 4'4" 27'7" 4'7"8 27'8" 1" 29'10"4 2'2"4 6'9" 6'9" 16'4"8 9'7"8 18'7"8 2'3" 21'3"13 2'8"5 22'11"8 1'7"11 24'7"3 1'7"11 27'3"8 2'8"5 27'7" 3"8 29'10"4 2'3"4 1'6"8 4"5 9'4"93'2"18'8"9'2"98'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 29.73BC 75 0.15 29.73 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 18-7-8 to 27-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is10-10-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 614 /- /-/287 /98 /321 V*268 /- /-/52 /21 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 V Brg Width = 125 Min Req =-Bearings A & V Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 184 -1101 B - C 86 -632 C - D 117 -100 Chords Tens.Comp. D - E 48 -761 E - F 48 -761 F - G 73 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 958 -448 N - M 954 -448 M - L 911 -457 L - K 21 -47 Chords Tens.Comp. K - J 51 -165 J - I 22 -21 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 186 0 B - M 255 -563 M - C 393 -91 C - L 331 -654 D - O 110 -475 D - R 821 0L - P 100 -556 O - P 110 -511 O - R 4 -24 P - K 36 -182 P - Q 200 -37 K - Q 0 -340 Webs Tens.Comp. Q - S 144 -37 E - R 1 -291 R - T 12 -4 R - F 787 -7 S - J 4 -374 S - U 202 -37J - U 42 -218 T - U 31 -448 T - F 31 -412 U - I 23 -474 I - G 67 -87 G - H 65 -40 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 E 999 240 VERT(CL):0.067 E 999 180 HORZ(LL):-0.020 F - - HORZ(TL):0.036 F - - Creep Factor: 2.0 Max TC CSI:0.555 Max BC CSI:0.378 Max Web CSI:0.366 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T03 Ply: 1 Qty:1 Wgt: 247.8 lbs SEQN: 17442 / T55 / ATIC FROM:DRW: .../...04/15/2020 (a) (a)(a) (a) 10'1"2 A B C D E F G HIJKLMN O P Q R S T U V 5 12 8 12 3X4(**) 5X7(**) 5X5(**) 4X8 5X7(**) 3X4(**) 4X4 4X8 3X4(**) 4X4 4X8 3X4(**) 27'2"4 2'6"8 6'9" 6'9" 11'10"12 5'1"12 18'3" 6'4"4 18'7"8 4"8 22'11"8 4'4" 27'7" 4'7"8 27'8" 1" 29'8"12 2'0"12 6'7"4 6'7"4 11'7"4 5' 18'7"8 7'0"4 21'3"13 2'8"5 22'11"8 1'7"11 24'7"3 1'7"11 27'3"8 2'8"5 27'7" 3"8 29'8"12 2'1"12 4"5 9'5"93'2"18'8"9'2"98'0"129'4"121'4"10'10"12. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 29.73BC 75 0.15 29.73 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 18-7-8 to 27-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is10-10-1. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 614 /- /-/287 /98 /321 V*268 /- /-/52 /21 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 V Brg Width = 125 Min Req =-Bearings A & V Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 184 -1101 B - C 86 -632 C - D 117 -100 Chords Tens.Comp. D - E 48 -761 E - F 48 -761 F - G 73 -11 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - N 958 -448 N - M 954 -448 M - L 911 -457 L - K 21 -47 Chords Tens.Comp. K - J 51 -165 J - I 22 -21 I - H 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - B 186 0 B - M 255 -563 M - C 393 -91 C - L 331 -654 D - O 110 -475 D - R 821 0L - P 100 -556 O - P 110 -511 O - R 4 -24 P - K 36 -182 P - Q 200 -37 K - Q 0 -340 Webs Tens.Comp. Q - S 144 -37 E - R 1 -291 R - T 12 -4 R - F 787 -7 S - J 4 -374 S - U 202 -37J - U 42 -218 T - U 31 -448 T - F 31 -412 U - I 23 -474 I - G 67 -87 G - H 65 -40 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 E 999 240 VERT(CL):0.067 E 999 180 HORZ(LL):-0.020 F - - HORZ(TL):0.036 F - - Creep Factor: 2.0 Max TC CSI:0.555 Max BC CSI:0.378 Max Web CSI:0.366 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T03 Ply: 1 Qty:1 Wgt: 247.8 lbs SEQN: 17442 / T55 / ATIC FROM:DRW: .../...04/15/2020 (a) (a)(a) (a) 10'1"2 A B C D E F G HIJKLMN O P Q R S T U V 5 12 8 12 3X4(**) 5X7(**) 5X5(**) 4X8 5X7(**) 3X4(**) 4X4 4X8 3X4(**) 4X4 4X8 3X4(**) 27'2"4 2'6"8 6'9" 6'9" 11'10"12 5'1"12 18'3" 6'4"4 18'7"8 4"8 22'11"8 4'4" 27'7" 4'7"8 27'8" 1" 29'8"12 2'0"12 6'7"4 6'7"4 11'7"4 5' 18'7"8 7'0"4 21'3"13 2'8"5 22'11"8 1'7"11 24'7"3 1'7"11 27'3"8 2'8"5 27'7" 3"8 29'8"12 2'1"12 4"5 9'5"93'2"18'8"9'2"98'0"129'4"121'4"10'10"1This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T6 2x6 SP 2400f-2.0E: Bot chord 2x4 SP #1 :B3, B4 2x4 SP #2:Webs 2x4 SP #3 :W9, W15, W16 2x4 SP #2::W14 2x4 SP #1::W17 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.73 BC 36 0.15 31.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 20-7-8 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1362 /- /-/551 /382 /340 M 2336 /- /-/412 /358 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.6 M Brg Width = 3.5 Min Req =2.4Bearings B & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 621 -2490 C - D 624 -2543 D - E 744 -3049 E - F 480 -2061 Chords Tens.Comp. F - G 214 -1034 G - H 350 -1388 H - I 350 -1388 I - J 51 -28 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2241 -767 S - R 4473 -1291R - Q 2739 -786 Q - P 3591 -739 Chords Tens.Comp. P - O 3882 -794 O - N 961 -17N - M 612 -2435 M - L 63 -370 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - S 957 -218 S - D 599 -2185 D - R 511 -1725 R - E 392 -66E - Q 393 -1244 Q - F 951 -198 Q - U 354 -1954 F - U 422 -1150 G - T 201 0 G - W 543 -183 T - U 193 -11 T - W 264 -51 U - P 171 0 U - O 750 -2780 U - V 0 -558 O - V 879 -216 Webs Tens.Comp. V - N 602 -3243 V - X 2820 -683 H - W 116 -367 W -Y 38 -200W -I 903 -273 N - X 1103 -177 X - M 438 -3428 X - Z 6389 -1149 M - K 1044 -5761 Y - Z 2310 -383 Y - I 2314 -383 Z - M 1512 -283 Z - K 6332 -1140 I - K 493 -2825 K - J 62 -34 K - L 47 -93 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.17 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.486 G 722 281 VERT(CL):0.864 G 406 281 HORZ(LL):0.195 N - - HORZ(TL):0.347 N - - Creep Factor: 2.0 Max TC CSI:0.806 Max BC CSI:0.999 Max Web CSI:0.918 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T04 Ply: 1 Qty:1 Wgt: 302.4 lbs SEQN: 17439 / T53 / ATIC FROM:DRW: .../...04/15/2020 T6 B3 B4 W9 W14 W15 W16 W17 (a) (a) (a) (a) (a) (a) 10'1"2A B C D E F G H I J K LMNOPQRS T U V W X Y Z 5 12 8 12 4X5(**) 4X5(**) 3X8 6X6(**) 4X5 5X7(**) 6X8(**) 4X5 5X7(**) 3X4(**) 8X8 5X7(**) 6X6 4X8 5X7 6X6 3X4(**) 4X10 6X12(**)(I) H1010(**) 10X12(**)(I) 29'7"2'1"12 1'11"8 1'11"8 3'11"8 2'8'9" 4'9"8 13'10"12 5'1"12 20'3" 6'4"4 20'7"8 4"8 24'11"8 4'4" 29'7" 4'7"8 29'8" 1" 31'8"12 2'0"12 8'5"8 8'5"8 13'9" 5'3"8 20'7"8 6'10"8 23'3"13 2'8"5 24'11"8 1'7"1126'3"11 1'4"3 26'7"3 3"8 29'3"8 2'8"5 31'8"12 2'5"41'6"8 4"5 9'5"91'2"13'2"18'8"9'2"99'2"98'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T6 2x6 SP 2400f-2.0E: Bot chord 2x4 SP #1 :B3, B4 2x4 SP #2:Webs 2x4 SP #3 :W9, W15, W16 2x4 SP #2::W14 2x4 SP #1::W17 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioning requirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.73 BC 36 0.15 31.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 20-7-8 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1362 /- /-/551 /382 /340 M 2336 /- /-/412 /358 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.6 M Brg Width = 3.5 Min Req =2.4Bearings B & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 621 -2490 C - D 624 -2543 D - E 744 -3049 E - F 480 -2061 Chords Tens.Comp. F - G 214 -1034 G - H 350 -1388 H - I 350 -1388 I - J 51 -28 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2241 -767 S - R 4473 -1291R - Q 2739 -786 Q - P 3591 -739 Chords Tens.Comp. P - O 3882 -794 O - N 961 -17N - M 612 -2435 M - L 63 -370 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - S 957 -218 S - D 599 -2185 D - R 511 -1725 R - E 392 -66E - Q 393 -1244 Q - F 951 -198 Q - U 354 -1954 F - U 422 -1150 G - T 201 0 G - W 543 -183 T - U 193 -11 T - W 264 -51 U - P 171 0 U - O 750 -2780 U - V 0 -558 O - V 879 -216 Webs Tens.Comp. V - N 602 -3243 V - X 2820 -683 H - W 116 -367 W -Y 38 -200W -I 903 -273 N - X 1103 -177 X - M 438 -3428 X - Z 6389 -1149 M - K 1044 -5761 Y - Z 2310 -383 Y - I 2314 -383 Z - M 1512 -283 Z - K 6332 -1140 I - K 493 -2825 K - J 62 -34 K - L 47 -93 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.17 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.486 G 722 281 VERT(CL):0.864 G 406 281 HORZ(LL):0.195 N - - HORZ(TL):0.347 N - - Creep Factor: 2.0 Max TC CSI:0.806 Max BC CSI:0.999 Max Web CSI:0.918 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T04 Ply: 1 Qty:1 Wgt: 302.4 lbs SEQN: 17439 / T53 / ATIC FROM:DRW: .../...04/15/2020 T6 B3 B4 W9 W14 W15 W16 W17 (a) (a) (a) (a) (a) (a) 10'1"2A B C D E F G H I J K LMNOPQRS T U V W X Y Z 5 12 8 12 4X5(**) 4X5(**) 3X8 6X6(**) 4X5 5X7(**) 6X8(**) 4X5 5X7(**) 3X4(**) 8X8 5X7(**) 6X6 4X8 5X7 6X6 3X4(**) 4X10 6X12(**)(I) H1010(**) 10X12(**)(I) 29'7"2'1"12 1'11"8 1'11"8 3'11"8 2'8'9" 4'9"8 13'10"12 5'1"12 20'3" 6'4"4 20'7"8 4"8 24'11"8 4'4" 29'7" 4'7"8 29'8" 1" 31'8"12 2'0"12 8'5"8 8'5"8 13'9" 5'3"8 20'7"8 6'10"8 23'3"13 2'8"5 24'11"8 1'7"1126'3"11 1'4"3 26'7"3 3"8 29'3"8 2'8"5 31'8"12 2'5"41'6"8 4"5 9'5"91'2"13'2"18'8"9'2"99'2"98'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4 2x6 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP #1::B3 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W12, W13, W14 2x4 SP #2::W16 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c. Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.73 BC 65 0.15 31.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Truss transfers a maximum horizontal load of3900 # ( 123.12 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start EndCase 1: 3900 123.12 TC 0.00 31.73 3900 349.25 BC 14.33 25.50Case 2: 3900 123.12 TC 0.00 31.733900 349.25 BC 14.33 25.50Case 3: 3900 123.12 TC 0.00 31.733900 349.25 BC 14.33 25.50 Case 4: 3900 123.12 TC 0.00 31.733900 349.25 BC 14.33 25.50 Drag loads applied to wind load cases parallel totruss. Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1510 /- /-/1757 /1733 /338 M 2632 /- /-/900 /850 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 M Brg Width = 3.5 Min Req =1.5Bearings B & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 0 B - C 1938 -2066 C - D 1689 -1803 D - E 2312 -2468 E - F 1643 -1739 Chords Tens.Comp. F - G 986 -1004 G - H 270 -538 H - I 329 -718 I - J 617 -717 J - K 132 -515 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1856 -1857 T - S 2769 -2721S - R 3712 -1604 R - Q 3837 -1357 Q - P 2781 -1034 Chords Tens.Comp. P - O 916 -709 O - N 793 -1693N - M 977 -4238 M - L 923 -4031 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - T 753 -691 T - D 1058 -1112 D - S 185 -282S - E 482 -128 S - U 1353 -1961 E - U 683 -1329 F - U 469 -430 U - R 56 -22 U - Q 482 -945 U - V 508 -2482 Q - V 616 -237 V - P 621 -1995 V - X 43 -572 G - W 1000 -1122 H - W 178 -162 H - Z 545 -546 W -Z 966 -1085 Webs Tens.Comp. P - X 300 -108 X - Y 63 -549 Y - O 109 -559Y -AA 83 -491 O -AA 2736 -580 I - Z 85 -190 Z -AB 105 -261 Z - J 620 -763 AA- N 215 -1174 AA-AC 2480 -750 N -AC 2376 -351 AB-AC 237 -163 AB- J 238 -166 AC- M 380 -991 AC- K 1565 -334 AC- L 4376 -1002 K - L 407 -1799 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.619 F 567 281 VERT(CL):1.068 F 329 281 HORZ(LL):0.262 O - - HORZ(TL):0.452 F - - Creep Factor: 2.0 Max TC CSI:0.837 Max BC CSI:0.990 Max Web CSI:0.988 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T05 Ply: 2 Qty:1 Wgt: 599.2 lbs SEQN: 17809 / T69 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T4 B2 B3 W12 W13 W14 W16 (a) (a) 10'1"2A B C D E F G H I J K LMNOPQRST U V W X Y Z AA AB AC 5 12 8 12 3X4(**) 5X5(**) 5X5(**) 5X5(**) 4X10 8X8(**) 6X8 5X7(**) 4X5 4X5 5X7(**) 4X5 5X7 3X8 5X7 4X10 3X4(**) H0514(I) 5X7(**) 4X8 6X10(**) 29'7"2'1"12 3'11"8 3'11"8 5'11"8 2' 8'9" 2'9"8 15'11" 7'2" 20'3" 4'4" 24'11" 4'8" 29'3"8 4'4"8 29'8" 4"8 31'8"12 2'0"12 4'3" 4'3" 8'7"4 4'4"4 15'9"4 7'2" 18'4"5 2'7"1 20'4"12 2'0"7 21'1"2 8"6 24'1"6 3'0"5 24'11" 9"10 26'11"11 2'0"11 29'3"8 2'3"13 29'5"4 1"1231'8"12 2'3"81'6"8 4"5 9'5"92'0"13'2"113'4"8 9'2"96'0"128'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4 2x6 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP #1::B3 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W12, W13, W14 2x4 SP #2::W16 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c. Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.73 BC 65 0.15 31.73Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Truss transfers a maximum horizontal load of3900 # ( 123.12 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start EndCase 1: 3900 123.12 TC 0.00 31.73 3900 349.25 BC 14.33 25.50Case 2: 3900 123.12 TC 0.00 31.733900 349.25 BC 14.33 25.50Case 3: 3900 123.12 TC 0.00 31.733900 349.25 BC 14.33 25.50 Case 4: 3900 123.12 TC 0.00 31.733900 349.25 BC 14.33 25.50 Drag loads applied to wind load cases parallel totruss. Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1510 /- /-/1757 /1733 /338 M 2632 /- /-/900 /850 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 M Brg Width = 3.5 Min Req =1.5Bearings B & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 18 0 B - C 1938 -2066 C - D 1689 -1803 D - E 2312 -2468 E - F 1643 -1739 Chords Tens.Comp. F - G 986 -1004 G - H 270 -538 H - I 329 -718 I - J 617 -717 J - K 132 -515 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1856 -1857 T - S 2769 -2721S - R 3712 -1604 R - Q 3837 -1357 Q - P 2781 -1034 Chords Tens.Comp. P - O 916 -709 O - N 793 -1693N - M 977 -4238 M - L 923 -4031 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - T 753 -691 T - D 1058 -1112 D - S 185 -282S - E 482 -128 S - U 1353 -1961 E - U 683 -1329 F - U 469 -430 U - R 56 -22 U - Q 482 -945 U - V 508 -2482 Q - V 616 -237 V - P 621 -1995 V - X 43 -572 G - W 1000 -1122 H - W 178 -162 H - Z 545 -546 W -Z 966 -1085 Webs Tens.Comp. P - X 300 -108 X - Y 63 -549 Y - O 109 -559Y -AA 83 -491 O -AA 2736 -580 I - Z 85 -190 Z -AB 105 -261 Z - J 620 -763 AA- N 215 -1174 AA-AC 2480 -750 N -AC 2376 -351 AB-AC 237 -163 AB- J 238 -166 AC- M 380 -991 AC- K 1565 -334 AC- L 4376 -1002 K - L 407 -1799 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 0.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.619 F 567 281 VERT(CL):1.068 F 329 281 HORZ(LL):0.262 O - - HORZ(TL):0.452 F - - Creep Factor: 2.0 Max TC CSI:0.837 Max BC CSI:0.990 Max Web CSI:0.988 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T05 Ply: 2 Qty:1 Wgt: 599.2 lbs SEQN: 17809 / T69 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T4 B2 B3 W12 W13 W14 W16 (a) (a) 10'1"2A B C D E F G H I J K LMNOPQRST U V W X Y Z AA AB AC 5 12 8 12 3X4(**) 5X5(**) 5X5(**) 5X5(**) 4X10 8X8(**) 6X8 5X7(**) 4X5 4X5 5X7(**) 4X5 5X7 3X8 5X7 4X10 3X4(**) H0514(I) 5X7(**) 4X8 6X10(**) 29'7"2'1"12 3'11"8 3'11"8 5'11"8 2' 8'9" 2'9"8 15'11" 7'2" 20'3" 4'4" 24'11" 4'8" 29'3"8 4'4"8 29'8" 4"8 31'8"12 2'0"12 4'3" 4'3" 8'7"4 4'4"4 15'9"4 7'2" 18'4"5 2'7"1 20'4"12 2'0"7 21'1"2 8"6 24'1"6 3'0"5 24'11" 9"10 26'11"11 2'0"11 29'3"8 2'3"13 29'5"4 1"1231'8"12 2'3"81'6"8 4"5 9'5"92'0"13'2"113'4"8 9'2"96'0"128'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes Negative reaction(s) of -1733# MAX. Requires upliftconnection. See Maximum Reactions. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Job Number:86460 Pujadas Res. Truss Label:T05 Ply: 2 Qty:1 Wgt: 599.2 lbs SEQN: 17809 / T69 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T3, T4 2x6 SP 2400f-2.0E:Bot chord 2x4 SP 2400f-2.0EWebs 2x4 SP #3 :W5, W14 2x4 SP #2::W10, W13 2x4 SP #1::W11, W16 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. (**) 13 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.85BC 31 0.15 31.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Negative reaction(s) of -544# MAX. from a non-windload case requires uplift connection. See MaximumReactions. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1093 /- /-/453 /105 /285 N 3309 /- /-/879 /274 /- K 293 /-544 /-/95 /212 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5NBrg Width = 5.5 Min Req =3.1 K Brg Width = -Min Req =- Bearings B & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 471 -2052 C - D 554 -2452 D - E 50 -579E - F 192 -589 Chords Tens.Comp. F - G 453 -1080 G - H 525 -1134 H - I 524 -1131 I - J 121 -298 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1836 -722 T - S 1833 -720 S - R 5647 -1696 R - Q 5889 -1766 Q - P 2972 -631 Chords Tens.Comp. P - O 616 -1353 O - N 1707 -6455 N - M 1494 -5630 M - L 1143 -4057 L - K 1055 -3774 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - T 50 -70C - S 975 -184 S - D 37 -208 S - U 907 -3217 D - U 686 -2141 E - U 363 -489 U - R 126 -35 U - Q 1060 -2693 U - V 656 -3052 Q - V 1283 -461 V - P 1296 -4488 V - X 1471 -666 F - W 875 -352 G - W 46 -128 G - Z 141 -274W -Z 851 -342 Webs Tens.Comp. Y - O 383 -1762Y -AA 1949 -783 O -AA 5288 -1130 H - Z 126 -276 Z -AC 110 -359 Z - I 1143 -477 AA- N 414 -2327 AA-AB 7790 -1996 N -AB 464 -2321 AB- M 639 -126 AB-AD 5758 -1575 M -AD 353 -1578 AC-AD 247 -577 AC- I 245 -574 AD- L 317 -20AD- J 1027 -332 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 3.19 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.664 E 466 247 VERT(CL):1.140 E 271 247 HORZ(LL):0.296 E - - HORZ(TL):0.513 E - - Creep Factor: 2.0 Max TC CSI:0.778 Max BC CSI:0.966 Max Web CSI:0.955 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T06 Ply: 1 Qty:1 Wgt: 307.3 lbs SEQN: 17758 / T56 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T3 T4 W5 W10 W11 W13 W14 W16 (a)(a) (a) (a) (a) 10'1"2A B C D E F G H I J KLMNOPQRST U V W X Y Z AA AB AC AD 5 12 8 12 4X4(**) 5X7(**) 5X5(**)6X10(**) 8X8(**) 8X12(**) 6X10(**) 4X10 4X5 5X7(**) 4X10 3X8 6X10(**) 5X7 6X12 4X8 3X8 4X4 3X4(**) 8X12(**) H1010(**) 4X4(R) 6X8(**) 25'8"12 6'1"8 5'11"8 5'11"8 8'3"1 2'3"9 15'11" 7'7"15 20'3" 4'4" 24'11" 4'8" 29'3"8 4'4"8 29'8" 4"8 31'10"4 2'2"4 6'1"4 6'1"4 8'1"5 2'0"1 15'9"4 7'7"15 18'1"2 2'3"14 18'6"2 5"20'4"12 1'10"10 20'5"4 0"820'8"8 3"4 23'2"2 2'5"1023'5"6 3"4 24'11" 1'5"1025'5"8 6"8 25'11"8 6"27'5"4 1'5"12 27'9"4 4"29'3"8 1'6"4 29'5"4 1"1231'10"4 2'5"1'6"8 4"5 9'4"92'10"113'4"8 9'2"96'0"128'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T3, T4 2x6 SP 2400f-2.0E:Bot chord 2x4 SP 2400f-2.0EWebs 2x4 SP #3 :W5, W14 2x4 SP #2::W10, W13 2x4 SP #1::W11, W16 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes All plates are 3X4 except as noted. (**) 13 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.85BC 31 0.15 31.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Negative reaction(s) of -544# MAX. from a non-windload case requires uplift connection. See MaximumReactions. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1093 /- /-/453 /105 /285 N 3309 /- /-/879 /274 /- K 293 /-544 /-/95 /212 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5NBrg Width = 5.5 Min Req =3.1 K Brg Width = -Min Req =- Bearings B & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 471 -2052 C - D 554 -2452 D - E 50 -579E - F 192 -589 Chords Tens.Comp. F - G 453 -1080 G - H 525 -1134 H - I 524 -1131 I - J 121 -298 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 1836 -722 T - S 1833 -720 S - R 5647 -1696 R - Q 5889 -1766 Q - P 2972 -631 Chords Tens.Comp. P - O 616 -1353 O - N 1707 -6455 N - M 1494 -5630 M - L 1143 -4057 L - K 1055 -3774 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - T 50 -70C - S 975 -184 S - D 37 -208 S - U 907 -3217 D - U 686 -2141 E - U 363 -489 U - R 126 -35 U - Q 1060 -2693 U - V 656 -3052 Q - V 1283 -461 V - P 1296 -4488 V - X 1471 -666 F - W 875 -352 G - W 46 -128 G - Z 141 -274W -Z 851 -342 Webs Tens.Comp. Y - O 383 -1762Y -AA 1949 -783 O -AA 5288 -1130 H - Z 126 -276 Z -AC 110 -359 Z - I 1143 -477 AA- N 414 -2327 AA-AB 7790 -1996 N -AB 464 -2321 AB- M 639 -126 AB-AD 5758 -1575 M -AD 353 -1578 AC-AD 247 -577 AC- I 245 -574 AD- L 317 -20AD- J 1027 -332 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 3.19 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.664 E 466 247 VERT(CL):1.140 E 271 247 HORZ(LL):0.296 E - - HORZ(TL):0.513 E - - Creep Factor: 2.0 Max TC CSI:0.778 Max BC CSI:0.966 Max Web CSI:0.955 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T06 Ply: 1 Qty:1 Wgt: 307.3 lbs SEQN: 17758 / T56 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T3 T4 W5 W10 W11 W13 W14 W16 (a)(a) (a) (a) (a) 10'1"2A B C D E F G H I J KLMNOPQRST U V W X Y Z AA AB AC AD 5 12 8 12 4X4(**) 5X7(**) 5X5(**)6X10(**) 8X8(**) 8X12(**) 6X10(**) 4X10 4X5 5X7(**) 4X10 3X8 6X10(**) 5X7 6X12 4X8 3X8 4X4 3X4(**) 8X12(**) H1010(**) 4X4(R) 6X8(**) 25'8"12 6'1"8 5'11"8 5'11"8 8'3"1 2'3"9 15'11" 7'7"15 20'3" 4'4" 24'11" 4'8" 29'3"8 4'4"8 29'8" 4"8 31'10"4 2'2"4 6'1"4 6'1"4 8'1"5 2'0"1 15'9"4 7'7"15 18'1"2 2'3"14 18'6"2 5"20'4"12 1'10"10 20'5"4 0"820'8"8 3"4 23'2"2 2'5"1023'5"6 3"4 24'11" 1'5"1025'5"8 6"8 25'11"8 6"27'5"4 1'5"12 27'9"4 4"29'3"8 1'6"4 29'5"4 1"1231'10"4 2'5"1'6"8 4"5 9'4"92'10"113'4"8 9'2"96'0"128'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes P - X 1416 -400 X - Y 1684 -726 AD- K 3984 -1113 J - K 374 -1091 Job Number:86460 Pujadas Res. Truss Label:T06 Ply: 1 Qty:1 Wgt: 307.3 lbs SEQN: 17758 / T56 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W5 2x8 SP #1::W8 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailsin each row to avoid splitting. Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 15.38 TC 24 15.59 25.51BC 120 0.15 25.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is7-9-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1605 /- /-/586 /120 /314 K 1421 /- /-/471 /251 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 31 0 B - C 286 -1362 C - D 246 -1051 D - E 87 -191 Chords Tens.Comp. F - G 1133 -3768 G - H 635 -2159 H - I 625 -2127 I - J 14 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1196 -398 P - O 4094 -1235 O - N 4979 -1559 Chords Tens.Comp. N - M 3542 -1064 M - L 2127 -625 L - K 2068 -610 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 119 -364 P - D 1086 -275 P - F 958 -3285 D - F 337 -1217 E - F 49 -25 F - O 42 -164F - N 456 -1298 Webs Tens.Comp. N - G 770 -236 G - M 481 -1549 M - H 229 -67 L - I 425 -114 I - K 664 -2252 J - K 36 -6 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.572 F 532 480 VERT(CL):0.800 F 380 360 HORZ(LL):0.254 E - - HORZ(TL):0.356 E - - Creep Factor: 2.0 Max TC CSI:0.810 Max BC CSI:0.937 Max Web CSI:0.779 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T07 Ply: 2 Qty:5 Wgt: 298.2 lbs SEQN: 17555 / T57 / COMN FROM:DRW: .../...04/15/2020 T1 B2 W5 W8(a) 10'1"2A B C D E F G H I J KLMNOP 5 12 8 12 3X4(**) 3X4 6X10(**) 6X8(**) 5X7(**) 8X12(**)(I) 3X4 4X4 4X5 4X5 3X4 3X4 4X8 3X4 5X7 25'6"2 8'0"2 8'0"2 12'1" 4'0"14 15'7"8 3'6"8 18'3"4 2'7"12 20'5"13 2'2"8 23'0"5 2'6"8 25'6"2 2'5"12 11'11"4 11'11"4 15'7"6 3'8"2 17'11"12 2'4"6 20'4"1 2'4"4 22'10"1 2'6" 25'6"2 2'8"1'6"8 4"5 1'4"5'4"117'9"18'4"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W5 2x8 SP #1::W8 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailsin each row to avoid splitting. Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 15.38 TC 24 15.59 25.51BC 120 0.15 25.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is7-9-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1605 /- /-/586 /120 /314 K 1421 /- /-/471 /251 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 31 0 B - C 286 -1362 C - D 246 -1051 D - E 87 -191 Chords Tens.Comp. F - G 1133 -3768 G - H 635 -2159 H - I 625 -2127 I - J 14 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1196 -398 P - O 4094 -1235 O - N 4979 -1559 Chords Tens.Comp. N - M 3542 -1064 M - L 2127 -625 L - K 2068 -610 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 119 -364 P - D 1086 -275 P - F 958 -3285 D - F 337 -1217 E - F 49 -25 F - O 42 -164F - N 456 -1298 Webs Tens.Comp. N - G 770 -236 G - M 481 -1549 M - H 229 -67 L - I 425 -114 I - K 664 -2252 J - K 36 -6 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.572 F 532 480 VERT(CL):0.800 F 380 360 HORZ(LL):0.254 E - - HORZ(TL):0.356 E - - Creep Factor: 2.0 Max TC CSI:0.810 Max BC CSI:0.937 Max Web CSI:0.779 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T07 Ply: 2 Qty:5 Wgt: 298.2 lbs SEQN: 17555 / T57 / COMN FROM:DRW: .../...04/15/2020 T1 B2 W5 W8(a) 10'1"2A B C D E F G H I J KLMNOP 5 12 8 12 3X4(**) 3X4 6X10(**) 6X8(**) 5X7(**) 8X12(**)(I) 3X4 4X4 4X5 4X5 3X4 3X4 4X8 3X4 5X7 25'6"2 8'0"2 8'0"2 12'1" 4'0"14 15'7"8 3'6"8 18'3"4 2'7"12 20'5"13 2'2"8 23'0"5 2'6"8 25'6"2 2'5"12 11'11"4 11'11"4 15'7"6 3'8"2 17'11"12 2'4"6 20'4"1 2'4"4 22'10"1 2'6" 25'6"2 2'8"1'6"8 4"5 1'4"5'4"117'9"18'4"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 2400f-2.0E :B1 2x4 SP #2:Webs 2x4 SP #3 :W5 2x8 SP #1: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 15.38 TC 24 15.59 25.51BC 120 0.15 25.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is7-9-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1608 /- /-/585 /116 /314 K 1423 /- /-/476 /249 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 31 0 B - C 297 -1378 C - D 322 -1311 D - E 81 -263 Chords Tens.Comp. F - G 1104 -3711 G - H 617 -2122 H - I 608 -2090 I - J 5 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1207 -408 P - O 3679 -1081 O - N 4640 -1418 Chords Tens.Comp. N - M 3526 -1048 M - L 2090 -608 L - K 2030 -592 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 280 -69 P - D 187 -87 P - F 684 -2400 D - F 335 -1258 E - F 64 -53 F - O 39 -78F - N 337 -999 Webs Tens.Comp. N - G 652 -199 G - M 481 -1566 M - H 229 -65 L - I 439 -116 I - K 647 -2218 J - K 49 -10 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.593 F 513 480 VERT(CL):0.830 F 366 360 HORZ(LL):0.261 E - - HORZ(TL):0.367 E - - Creep Factor: 2.0 Max TC CSI:0.838 Max BC CSI:0.943 Max Web CSI:0.695 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T07A Ply: 2 Qty:1 Wgt: 310.8 lbs SEQN: 17558 / T63 / SPEC FROM:DRW: .../...04/15/2020 B1 W5 (a) 10'1"2A B C D E F G H I J KLMNOP 5 12 8 12 3X4(**) 4X5(**) 6X10(**) 5X5(**) 5X7(**) 8X12(**)(I) 3X4 6X10(**) 4X5 4X5 3X4 3X4 4X8 3X4(**) 6X6(**) 25'6"2 7'11"8 7'11"8 9'6"1 1'6"9 15'7"8 6'1"7 18'3"12 2'8"4 20'6"13 2'3" 23'1"13 2'7" 25'6"2 2'4"4 9'4"5 9'4"5 15'7"6 6'3"1 18'0"4 2'4"14 20'5"1 2'4"12 22'11"9 2'6"8 25'6"2 2'6"81'6"8 4"5 1'4"3'8"17'9"18'4"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 2400f-2.0E :B1 2x4 SP #2:Webs 2x4 SP #3 :W5 2x8 SP #1: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 15.38 TC 24 15.59 25.51BC 120 0.15 25.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is7-9-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1608 /- /-/585 /116 /314 K 1423 /- /-/476 /249 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 31 0 B - C 297 -1378 C - D 322 -1311 D - E 81 -263 Chords Tens.Comp. F - G 1104 -3711 G - H 617 -2122 H - I 608 -2090 I - J 5 -1 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1207 -408 P - O 3679 -1081 O - N 4640 -1418 Chords Tens.Comp. N - M 3526 -1048 M - L 2090 -608 L - K 2030 -592 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 280 -69 P - D 187 -87 P - F 684 -2400 D - F 335 -1258 E - F 64 -53 F - O 39 -78F - N 337 -999 Webs Tens.Comp. N - G 652 -199 G - M 481 -1566 M - H 229 -65 L - I 439 -116 I - K 647 -2218 J - K 49 -10 Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL:0.00 BCDL:5.00 Des Ld:55.00 NCBCLL:10.00 Soffit:0.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.593 F 513 480 VERT(CL):0.830 F 366 360 HORZ(LL):0.261 E - - HORZ(TL):0.367 E - - Creep Factor: 2.0 Max TC CSI:0.838 Max BC CSI:0.943 Max Web CSI:0.695 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T07A Ply: 2 Qty:1 Wgt: 310.8 lbs SEQN: 17558 / T63 / SPEC FROM:DRW: .../...04/15/2020 B1 W5 (a) 10'1"2A B C D E F G H I J KLMNOP 5 12 8 12 3X4(**) 4X5(**) 6X10(**) 5X5(**) 5X7(**) 8X12(**)(I) 3X4 6X10(**) 4X5 4X5 3X4 3X4 4X8 3X4(**) 6X6(**) 25'6"2 7'11"8 7'11"8 9'6"1 1'6"9 15'7"8 6'1"7 18'3"12 2'8"4 20'6"13 2'3" 23'1"13 2'7" 25'6"2 2'4"4 9'4"5 9'4"5 15'7"6 6'3"1 18'0"4 2'4"14 20'5"1 2'4"12 22'11"9 2'6"8 25'6"2 2'6"81'6"8 4"5 1'4"3'8"17'9"18'4"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T2 2x6 SP 2400f-2.0E:Bot chord 2x6 SP 2400f-2.0E :B4 2x4 SP2400f-2.0E:Webs 2x4 SP #3 :W11, W15 2x4 SP #1::W13 2x6 SP #2::W16 2x4 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.85 BC 45 0.15 31.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AE 1166 /- /-/498 /119 /282 N 2768 /- /0 /671 /217 /- K 392 /-107 /-/55 /123 /- Wind reactions based on MWFRS AE Brg Width = 5.5 Min Req =1.5NBrg Width = 3.5 Min Req =2.6 K Brg Width = -Min Req =- Bearings AE & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 442 -2279 C - D 347 -1873 D - E 2 -620E - F 168 -638 Chords Tens.Comp. F - G 461 -1008 G - H 490 -1032 H - I 489 -1030 I - J 127 -336 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2055 -764 T - S 2054 -765 S - R 6079 -1923 R - Q 6219 -1966 Q - P 3763 -913 Chords Tens.Comp. P - O 280 -268 O - N 2567 -9640 N - M 1183 -4408 M - L 748 -2630 L - K 688 -2454 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - C 171 0C - S 205 -416 S - D 1435 -438 S - U 1381 -4537 D - U 616 -1841 E - U 286 -271 U - R 261 -553 U - Q 932 -2077 U - V 928 -3876 Q - V 1634 -562 V - P 1278 -4332 V - X 619 -410 F - W 715 -398 G - W 56 -34 G - Z 63 -193W -Z 705 -387 Webs Tens.Comp. Y - O 145 -825Y -AA 796 -454 O -AA 4865 -1071 H - Z 112 -139 Z - I 952 -460 Z -AC 106 -311 AA- N 411 -2160 AA-AB 6156 -1613 N -AB 331 -1897 AB- M 1189 -278 AB-AD 4451 -1257 M -AD 432 -1744 I -AC 327 -670 AC-AD 331 -715 AD- L 196 0AD- J 1335 -504 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 2h C&C Dist a: 3.19 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.533 E 577 246 VERT(CL):0.905 E 340 246 HORZ(LL):0.235 N - - HORZ(TL):0.399 N - - Creep Factor: 2.0 Max TC CSI:0.669 Max BC CSI:0.976 Max Web CSI:0.968 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T08 Ply: 1 Qty:6 Wgt: 307.3 lbs SEQN: 17735 / T64 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 B4 W11 W13 W15 W16(a) (a) (a)(a) 10'1"2A B C D E F G H I J KLMNOPQRST U V W X Y Z AA AB AC AD AE 5 12 8 12 4X5(A1T) 8X12(**) 8X8(**) 8X12(**) 8X12(**) 6X8(**) 4X4(**) 5X7(**) 4X10 6X10 4X8 6X12(**) 3X8 4X5 4X5 3X4(**) 8X12(**) 4X5(**) 6X6(**)(I) 25'9"12 6'0"8 6'5"14 6'5"14 12'1" 5'7"2 15'11" 3'10" 20'3" 4'4" 24'11" 4'8" 29'3"8 4'4"8 31'10"4 2'6"12 6'4"2 6'4"2 11'11"4 5'7"2 17'11"4 6' 20'4"12 2'5"8 20'5"12 1"23'6"2 3'0"6 24'11" 1'4"1426'0"8 1'1"8 27'9"12 1'9"4 29'3"8 1'5"12 31'10"4 2'6"12 1'6"8 4"5 10'10"15'4"1113'4"8 9'2"96'0"128'0"129'4"121'4"11'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T2 2x6 SP 2400f-2.0E:Bot chord 2x6 SP 2400f-2.0E :B4 2x4 SP2400f-2.0E:Webs 2x4 SP #3 :W11, W15 2x4 SP #1::W13 2x6 SP #2::W16 2x4 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 31.85 BC 45 0.15 31.85Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 29-3-8: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AE 1166 /- /-/498 /119 /282 N 2768 /- /0 /671 /217 /- K 392 /-107 /-/55 /123 /- Wind reactions based on MWFRS AE Brg Width = 5.5 Min Req =1.5NBrg Width = 3.5 Min Req =2.6 K Brg Width = -Min Req =- Bearings AE & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 442 -2279 C - D 347 -1873 D - E 2 -620E - F 168 -638 Chords Tens.Comp. F - G 461 -1008 G - H 490 -1032 H - I 489 -1030 I - J 127 -336 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - T 2055 -764 T - S 2054 -765 S - R 6079 -1923 R - Q 6219 -1966 Q - P 3763 -913 Chords Tens.Comp. P - O 280 -268 O - N 2567 -9640 N - M 1183 -4408 M - L 748 -2630 L - K 688 -2454 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. T - C 171 0C - S 205 -416 S - D 1435 -438 S - U 1381 -4537 D - U 616 -1841 E - U 286 -271 U - R 261 -553 U - Q 932 -2077 U - V 928 -3876 Q - V 1634 -562 V - P 1278 -4332 V - X 619 -410 F - W 715 -398 G - W 56 -34 G - Z 63 -193W -Z 705 -387 Webs Tens.Comp. Y - O 145 -825Y -AA 796 -454 O -AA 4865 -1071 H - Z 112 -139 Z - I 952 -460 Z -AC 106 -311 AA- N 411 -2160 AA-AB 6156 -1613 N -AB 331 -1897 AB- M 1189 -278 AB-AD 4451 -1257 M -AD 432 -1744 I -AC 327 -670 AC-AD 331 -715 AD- L 196 0AD- J 1335 -504 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 2h C&C Dist a: 3.19 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.533 E 577 246 VERT(CL):0.905 E 340 246 HORZ(LL):0.235 N - - HORZ(TL):0.399 N - - Creep Factor: 2.0 Max TC CSI:0.669 Max BC CSI:0.976 Max Web CSI:0.968 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T08 Ply: 1 Qty:6 Wgt: 307.3 lbs SEQN: 17735 / T64 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 B4 W11 W13 W15 W16(a) (a) (a)(a) 10'1"2A B C D E F G H I J KLMNOPQRST U V W X Y Z AA AB AC AD AE 5 12 8 12 4X5(A1T) 8X12(**) 8X8(**) 8X12(**) 8X12(**) 6X8(**) 4X4(**) 5X7(**) 4X10 6X10 4X8 6X12(**) 3X8 4X5 4X5 3X4(**) 8X12(**) 4X5(**) 6X6(**)(I) 25'9"12 6'0"8 6'5"14 6'5"14 12'1" 5'7"2 15'11" 3'10" 20'3" 4'4" 24'11" 4'8" 29'3"8 4'4"8 31'10"4 2'6"12 6'4"2 6'4"2 11'11"4 5'7"2 17'11"4 6' 20'4"12 2'5"8 20'5"12 1"23'6"2 3'0"6 24'11" 1'4"1426'0"8 1'1"8 27'9"12 1'9"4 29'3"8 1'5"12 31'10"4 2'6"12 1'6"8 4"5 10'10"15'4"1113'4"8 9'2"96'0"128'0"129'4"121'4"11'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes P - X 350 -143 X - Y 672 -432 AD- K 2701 -757 J - K 471 -1209 Job Number:86460 Pujadas Res. Truss Label:T08 Ply: 1 Qty:6 Wgt: 307.3 lbs SEQN: 17735 / T64 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2, T3, T6 2x6 SP 2400f-2.0E::T5 2x6 SP #2:Bot chord 2x6 SP #2 :B2 2x6 SP 2400f-2.0E::B3 2x4 SP #2::B4 2x4 SP #1::B5 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W11, W15 2x4 SP #2::W12 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 13 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 51.51 BC 103 0.15 25.96BC 44 25.96 30.99BC 75 30.99 31.38BC 44 31.38 32.91BC 75 32.91 49.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 36-0-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AP 1849 /- /-/683 /183 /339 AH 2409 /- /-/434 /14 /- N 1885 /- /-/702 /189 /- Wind reactions based on MWFRS AP Brg Width = 5.5 Min Req =2.2AHBrg Width = 5.5 Min Req =2.6 N Brg Width = 5.5 Min Req =1.8 Bearings AP, AH, & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 1182 -4006 C - D 1083 -3639 D - E 780 -2647E - F 751 -2097 F - G 242 -552 G - H 452 -400 Chords Tens.Comp. H - I 496 -851 I - J 476 -158 J - K 192 -380 K - L 756 -2112L - M 718 -2603 M - N 1164 -4106 N - O 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 3648 -983 AB-AA 3647 -985 AA- Z 7340 -1731 Z - Y 7524 -1771 Y - X 5877 -1064 X - W 3322 -483 W -V 32 -5 Chords Tens.Comp. U - T 4 -1 T - S 1818 -292 S - R 4283 -542 R - Q 6013 -1267 Q - P 5813 -1234 P - N 3741 -976 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AB- C 167 -6 C -AA 213 -369 AA- D 1362 -320 AA-AC 1096 -4567 D -AC 759 -2215 E -AC 847 -105 AC- Z 219 -640 AC- Y 620 -1338 AC-AD 956 -4891 Y -AD 1158 -356 AD- X 734 -2695AD-AE 1412 -2012 Webs Tens.Comp. AH-AJ 2008 -311 AI- I 416 -98 AI-AM 298 -1450 U -AJ 32 0 AJ- T 1730 -273 AJ-AK 1641 -337 T -AK 127 -692 I -AM 448 -850 AK- S 2546 -561 AK-AL 856 -2644 S -AL 197 -856AL-AN 813 -2773 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 2h C&C Dist a: 4.99 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.490 L 589 245 VERT(CL):1.048 L 275 245 HORZ(LL):-0.192 L - - HORZ(TL):0.431 L - - Creep Factor: 2.0 Max TC CSI:0.913 Max BC CSI:0.978 Max Web CSI:0.970 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T09 Ply: 1 Qty:1 Wgt: 408.1 lbs SEQN: 17489 / T54 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 T5 T6 B2 B3 B4 B5W11 W12 W15 (a) (a)(a) (a) (a) 10'1"2 10'11"10 A B C D E F G H I J K L M N O PQRSTUVWXYZAAAB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP 5 12 8 12 4X4(**)4X4(**) 8X12(**) 8X8(**) 4X5 8X12(**) 4X5 4X8 6X6(**) 4X8 6X8 6X10(**) 3X4(**) 8X8(**) 3X8 8X12(**) 4X10 6X6(**) H0514(**) H0612 4X4 8X8(**) 5X5 3X8(B1T)(I) 25'8"12 24'2"4 6'5"14 6'5"14 12'1" 5'7"2 15'11" 3'10" 20'3" 4'4" 23'3" 3' 28'9"5 5'6"5 31'8" 2'10"11 36'1"12 4'5"12 43'2" 7'0"4 49'11" 6'9" 6'4"2 6'4"2 11'11"4 5'7"2 17'11"11 6'0"7 18'3"11 4" 20'3"6 1'11"1120'5"10 2"4 20'6"8 0"1422'9"13 2'3"5 23'0"1 2"425'5"12 2'5"11 25'11"12 6"28'5"5 2'5"9 30'10"6 2'5"1 31'1"10 3"431'4"8 2"14 33'7"11 2'3"333'11" 3"5 36'1"12 2'2"12 43'2" 7'0"4 49'11" 6'9"1'6"8 1'6"8 4"55'4"113'2"120'1"6'0"126'0"128'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2, T3, T6 2x6 SP 2400f-2.0E::T5 2x6 SP #2:Bot chord 2x6 SP #2 :B2 2x6 SP 2400f-2.0E::B3 2x4 SP #2::B4 2x4 SP #1::B5 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W11, W15 2x4 SP #2::W12 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 13 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 51.51 BC 103 0.15 25.96BC 44 25.96 30.99BC 75 30.99 31.38BC 44 31.38 32.91BC 75 32.91 49.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 36-0-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AP 1849 /- /-/683 /183 /339 AH 2409 /- /-/434 /14 /- N 1885 /- /-/702 /189 /- Wind reactions based on MWFRS AP Brg Width = 5.5 Min Req =2.2AHBrg Width = 5.5 Min Req =2.6 N Brg Width = 5.5 Min Req =1.8 Bearings AP, AH, & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 1182 -4006 C - D 1083 -3639 D - E 780 -2647E - F 751 -2097 F - G 242 -552 G - H 452 -400 Chords Tens.Comp. H - I 496 -851 I - J 476 -158 J - K 192 -380 K - L 756 -2112L - M 718 -2603 M - N 1164 -4106 N - O 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AB 3648 -983 AB-AA 3647 -985 AA- Z 7340 -1731 Z - Y 7524 -1771 Y - X 5877 -1064 X - W 3322 -483 W -V 32 -5 Chords Tens.Comp. U - T 4 -1 T - S 1818 -292 S - R 4283 -542 R - Q 6013 -1267 Q - P 5813 -1234 P - N 3741 -976 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AB- C 167 -6 C -AA 213 -369 AA- D 1362 -320 AA-AC 1096 -4567 D -AC 759 -2215 E -AC 847 -105 AC- Z 219 -640 AC- Y 620 -1338 AC-AD 956 -4891 Y -AD 1158 -356 AD- X 734 -2695AD-AE 1412 -2012 Webs Tens.Comp. AH-AJ 2008 -311 AI- I 416 -98 AI-AM 298 -1450 U -AJ 32 0 AJ- T 1730 -273 AJ-AK 1641 -337 T -AK 127 -692 I -AM 448 -850 AK- S 2546 -561 AK-AL 856 -2644 S -AL 197 -856AL-AN 813 -2773 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 2h C&C Dist a: 4.99 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.490 L 589 245 VERT(CL):1.048 L 275 245 HORZ(LL):-0.192 L - - HORZ(TL):0.431 L - - Creep Factor: 2.0 Max TC CSI:0.913 Max BC CSI:0.978 Max Web CSI:0.970 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T09 Ply: 1 Qty:1 Wgt: 408.1 lbs SEQN: 17489 / T54 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 T5 T6 B2 B3 B4 B5W11 W12 W15 (a) (a)(a) (a) (a) 10'1"2 10'11"10 A B C D E F G H I J K L M N O PQRSTUVWXYZAAAB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP 5 12 8 12 4X4(**)4X4(**) 8X12(**) 8X8(**) 4X5 8X12(**) 4X5 4X8 6X6(**) 4X8 6X8 6X10(**) 3X4(**) 8X8(**) 3X8 8X12(**) 4X10 6X6(**) H0514(**) H0612 4X4 8X8(**) 5X5 3X8(B1T)(I) 25'8"12 24'2"4 6'5"14 6'5"14 12'1" 5'7"2 15'11" 3'10" 20'3" 4'4" 23'3" 3' 28'9"5 5'6"5 31'8" 2'10"11 36'1"12 4'5"12 43'2" 7'0"4 49'11" 6'9" 6'4"2 6'4"2 11'11"4 5'7"2 17'11"11 6'0"7 18'3"11 4" 20'3"6 1'11"1120'5"10 2"4 20'6"8 0"1422'9"13 2'3"5 23'0"1 2"425'5"12 2'5"11 25'11"12 6"28'5"5 2'5"9 30'10"6 2'5"1 31'1"10 3"431'4"8 2"14 33'7"11 2'3"333'11" 3"5 36'1"12 2'2"12 43'2" 7'0"4 49'11" 6'9"1'6"8 1'6"8 4"55'4"113'2"120'1"6'0"126'0"128'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes F -AF 693 -2289 G -AF 714 -261X -AE 456 -134 AE-AG 1432 -1937 AF- H 409 -794 AF-AI 267 -1528AG- W 240 -560 AG-AH 1392 -1845 W -AH 3392 -486 H -AI 368 -145 AH- V 53 -167 AM- J 765 -287 AM- K 771 -2426AN- R 526 -202 AN-AO 800 -2877 R -AO 734 -1744 AO- Q 219 0AO- L 598 -61 AO- M 686 -1915 AO- P 999 -2469 M - P 369 -83 Job Number:86460 Pujadas Res. Truss Label:T09 Ply: 1 Qty:1 Wgt: 408.1 lbs SEQN: 17489 / T54 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3, T4, T7 2x6 SP 2400f-2.0E::T6 2x6 SP #2:Bot chord 2x6 SP #2 :B2 2x6 SP 2400f-2.0E::B3 2x4 SP #2::B4 2x4 SP #1::B5 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W12, W16 2x4 SP #2::W13 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 14 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 51.51 BC 106 0.15 25.96BC 45 25.96 30.99BC 75 30.99 31.38BC 45 31.38 32.91BC 75 32.91 49.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 36-0-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AQ 1868 /- /-/670 /164 /341 AI 2433 /- /-/439 /10 /- O 1902 /- /-/702 /189 /- Wind reactions based on MWFRS AQ Brg Width = 5.5 Min Req =2.2AIBrg Width = 5.5 Min Req =2.6 O Brg Width = 5.5 Min Req =1.8 Bearings AQ, AI, & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 1196 -4043 C - D 1184 -3844 D - E 1176 -4127E - F 800 -2723 F - G 745 -2131 G - H 245 -564 H - I 458 -399 Chords Tens.Comp. I - J 501 -820 J - K 483 -147 K - L 200 -385 L - M 746 -2147M - N 704 -2635 N - O 1157 -4147 O - P 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AC 3683 -981 AC-AB 4967 -1306 AB-AA 7458 -1630 AA- Z 7646 -1668 Z - Y 5938 -991 Y - X 3336 -460 X - W 32 -5 Chords Tens.Comp. V - U 4 -1 U - T 1810 -306 T - S 4306 -545 S - R 6066 -1282 R - Q 5865 -1248 Q - O 3780 -970 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C -AC 1364 -324 AC- D 490 -1764 D -AB 626 -1788 AB- E 2061 -542 AB-AD 1041 -4514 E -AD 727 -2348 F -AD 904 -130 AD-AA 201 -634 AD- Z 596 -1393 AD-AE 907 -4932Z -AE 1180 -337 Webs Tens.Comp. AI- W 52 -171 AI-AK 2035 -305 AJ- J 270 -245 AJ-AN 286 -1373 V -AK 32 0 AK- U 1722 -286 AK-AL 1681 -325 U -AL 131 -689 J -AN 444 -970 AL- T 2577 -571AL-AM 860 -2632 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 2h C&C Dist a: 4.99 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.489 F 628 245 VERT(CL):1.055 M 273 245 HORZ(LL):-0.189 M - - HORZ(TL):0.430 M - - Creep Factor: 2.0 Max TC CSI:0.935 Max BC CSI:0.985 Max Web CSI:0.982 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T10 Ply: 1 Qty:1 Wgt: 413.7 lbs SEQN: 17495 / T65 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T3 T4 T6 T7 B2 B3 B4 B5W12W13 W16 (a) (a)(a) (a) (a) 10'1"2 10'11"10 A B C D E F G H I J K L M N O P QRSTUVWXYZAAABAC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ 5 12 8 12 4X4(**)4X4(**) 5X7(**) 4X5(R) 8X8(**) 8X12(**) 6X8 3X8 8X12(**) 4X5 4X8 6X6(**) 4X8 6X8 6X12(**) 3X4(**) 8X8(**) 3X8 8X12(**) H0510 6X6(**) H0514(**) H0612 4X4 8X8(**) 5X5 3X8(B1T)(I) 25'8"12 24'2"4 5'11"8 5'11"8 8'3"1 2'3"9 12'1" 3'9"15 15'11" 3'10" 20'3" 4'4" 23'3" 3' 28'9"5 5'6"5 31'8" 2'10"11 36'1"12 4'5"12 43'2" 7'0"4 49'11" 6'9" 6'3" 6'3" 11'11"4 5'8"4 17'11"11 6'0"7 18'3"11 4" 20'3"6 1'11"1120'5"10 2"4 20'6"8 0"1422'9"13 2'3"5 23'0"1 2"424'11"12 1'11"11 25'5"12 6"25'11"12 6" 28'5"5 2'5"9 30'10"2 2'4"13 31'1"10 3"831'4"8 2"14 33'7"11 2'3"333'11" 3"5 36'1"12 2'2"12 43'2" 7'0"4 49'11" 6'9"1'6"8 1'6"8 4"5 2'10"1 3'2"120'1"7'1"47'1"49'1"49'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3, T4, T7 2x6 SP 2400f-2.0E::T6 2x6 SP #2:Bot chord 2x6 SP #2 :B2 2x6 SP 2400f-2.0E::B3 2x4 SP #2::B4 2x4 SP #1::B5 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W12, W16 2x4 SP #2::W13 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 14 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 51.51 BC 106 0.15 25.96BC 45 25.96 30.99BC 75 30.99 31.38BC 45 31.38 32.91BC 75 32.91 49.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 36-0-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AQ 1868 /- /-/670 /164 /341 AI 2433 /- /-/439 /10 /- O 1902 /- /-/702 /189 /- Wind reactions based on MWFRS AQ Brg Width = 5.5 Min Req =2.2AIBrg Width = 5.5 Min Req =2.6 O Brg Width = 5.5 Min Req =1.8 Bearings AQ, AI, & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 1196 -4043 C - D 1184 -3844 D - E 1176 -4127E - F 800 -2723 F - G 745 -2131 G - H 245 -564 H - I 458 -399 Chords Tens.Comp. I - J 501 -820 J - K 483 -147 K - L 200 -385 L - M 746 -2147M - N 704 -2635 N - O 1157 -4147 O - P 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -AC 3683 -981 AC-AB 4967 -1306 AB-AA 7458 -1630 AA- Z 7646 -1668 Z - Y 5938 -991 Y - X 3336 -460 X - W 32 -5 Chords Tens.Comp. V - U 4 -1 U - T 1810 -306 T - S 4306 -545 S - R 6066 -1282 R - Q 5865 -1248 Q - O 3780 -970 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C -AC 1364 -324 AC- D 490 -1764 D -AB 626 -1788 AB- E 2061 -542 AB-AD 1041 -4514 E -AD 727 -2348 F -AD 904 -130 AD-AA 201 -634 AD- Z 596 -1393 AD-AE 907 -4932Z -AE 1180 -337 Webs Tens.Comp. AI- W 52 -171 AI-AK 2035 -305 AJ- J 270 -245 AJ-AN 286 -1373 V -AK 32 0 AK- U 1722 -286 AK-AL 1681 -325 U -AL 131 -689 J -AN 444 -970 AL- T 2577 -571AL-AM 860 -2632 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 2h C&C Dist a: 4.99 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.489 F 628 245 VERT(CL):1.055 M 273 245 HORZ(LL):-0.189 M - - HORZ(TL):0.430 M - - Creep Factor: 2.0 Max TC CSI:0.935 Max BC CSI:0.985 Max Web CSI:0.982 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T10 Ply: 1 Qty:1 Wgt: 413.7 lbs SEQN: 17495 / T65 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T3 T4 T6 T7 B2 B3 B4 B5W12W13 W16 (a) (a)(a) (a) (a) 10'1"2 10'11"10 A B C D E F G H I J K L M N O P QRSTUVWXYZAAABAC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ 5 12 8 12 4X4(**)4X4(**) 5X7(**) 4X5(R) 8X8(**) 8X12(**) 6X8 3X8 8X12(**) 4X5 4X8 6X6(**) 4X8 6X8 6X12(**) 3X4(**) 8X8(**) 3X8 8X12(**) H0510 6X6(**) H0514(**) H0612 4X4 8X8(**) 5X5 3X8(B1T)(I) 25'8"12 24'2"4 5'11"8 5'11"8 8'3"1 2'3"9 12'1" 3'9"15 15'11" 3'10" 20'3" 4'4" 23'3" 3' 28'9"5 5'6"5 31'8" 2'10"11 36'1"12 4'5"12 43'2" 7'0"4 49'11" 6'9" 6'3" 6'3" 11'11"4 5'8"4 17'11"11 6'0"7 18'3"11 4" 20'3"6 1'11"1120'5"10 2"4 20'6"8 0"1422'9"13 2'3"5 23'0"1 2"424'11"12 1'11"11 25'5"12 6"25'11"12 6" 28'5"5 2'5"9 30'10"2 2'4"13 31'1"10 3"831'4"8 2"14 33'7"11 2'3"333'11" 3"5 36'1"12 2'2"12 43'2" 7'0"4 49'11" 6'9"1'6"8 1'6"8 4"5 2'10"1 3'2"120'1"7'1"47'1"49'1"49'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes AE- Y 700 -2745 AE-AF 1427 -1999G -AG 682 -2311 H -AG 672 -259 Y -AF 465 -127 AF-AH 1448 -1922AG- I 409 -911 AG-AJ 250 -1458 AH- X 243 -554 AH-AI 1408 -1831 X -AI 3407 -463 I -AJ 220 -293 T -AM 200 -866 AM-AO 815 -2762AN- K 725 -283 AN- L 745 -2443 AO- S 535 -206 AO-AP 800 -2867S -AP 746 -1775 AP- R 222 0 AP- M 592 -60 AP- N 687 -1926 AP- Q 972 -2476 N - Q 369 -80 Job Number:86460 Pujadas Res. Truss Label:T10 Ply: 1 Qty:1 Wgt: 413.7 lbs SEQN: 17495 / T65 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4, T5 2x6 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP #1:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 23.71BC 75 0.15 20.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 19-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is13-1-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 843 /- /-/362 /39 /347 K 1597 /- /-/589 /278 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = 5.5 Min Req =1.9Bearings B & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 91 -1512 C - D 92 -1429 D - E 3 -1558 Chords Tens.Comp. E - F 0 -1045 F - G 104 -362 G - H 175 -365 H - I 0 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1356 -570 P - O 1833 -546 O - N 1393 -408 Chords Tens.Comp. N - M 3289 -755 M - L 3361 -771 L - K 12 -48 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 435 0 P - D 13 -592 D - O 185 -495 O - E 312 -80 E - N 194 -703 N - F 1170 -241N - Q 515 -2526 F - Q 388 -1268 G - Q 56 -159 Webs Tens.Comp. Q - M 92 -28 Q - L 469 -1655 Q - R 341 -1851 L - J 2046 -381 R - L 112 -86 R - J 341 -1852J - H 578 -549 J - K 668 -1431 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.50 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.139 G 999 240 VERT(CL):0.261 G 915 191 HORZ(LL):-0.055 H - - HORZ(TL):0.103 H - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.733 Max Web CSI:0.836 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T11 Ply: 1 Qty:1 Wgt: 171.5 lbs SEQN: 17699 / T60 / COMN FROM:DRW: .../...04/15/2020 T4 T5 B2 (a) 10'1"2A B C D E F G H I J KLMNOP Q R 5 12 8 12 3X4(**) 4X4(**) 3X4 4X5(**) 5X5(**) 8X8(**) 6X8(**) 8X8(**) 3X4 6X8 3X4 3X4 H0510 6X6(**) 3X4(**) 3X8(**) 20'0"8 3'11"8 3'11"8 5'11"8 2' 8'9" 2'9"8 12'3"7 3'6"7 15'11" 3'7"9 20'0"8 4'1"8 4'3" 4'3" 8'5"8 4'2"8 12'2"4 3'8"12 15'9"4 3'7" 17'10" 2'0"12 20'0"8 2'2"81'6"8 4"5 10'8"62'0"13'2"113'1"1113'8"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4, T5 2x6 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP #1:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 23.71BC 75 0.15 20.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 19-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is13-1-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 843 /- /-/362 /39 /347 K 1597 /- /-/589 /278 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = 5.5 Min Req =1.9Bearings B & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 91 -1512 C - D 92 -1429 D - E 3 -1558 Chords Tens.Comp. E - F 0 -1045 F - G 104 -362 G - H 175 -365 H - I 0 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1356 -570 P - O 1833 -546 O - N 1393 -408 Chords Tens.Comp. N - M 3289 -755 M - L 3361 -771 L - K 12 -48 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 435 0 P - D 13 -592 D - O 185 -495 O - E 312 -80 E - N 194 -703 N - F 1170 -241N - Q 515 -2526 F - Q 388 -1268 G - Q 56 -159 Webs Tens.Comp. Q - M 92 -28 Q - L 469 -1655 Q - R 341 -1851 L - J 2046 -381 R - L 112 -86 R - J 341 -1852J - H 578 -549 J - K 668 -1431 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.50 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.139 G 999 240 VERT(CL):0.261 G 915 191 HORZ(LL):-0.055 H - - HORZ(TL):0.103 H - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.733 Max Web CSI:0.836 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T11 Ply: 1 Qty:1 Wgt: 171.5 lbs SEQN: 17699 / T60 / COMN FROM:DRW: .../...04/15/2020 T4 T5 B2 (a) 10'1"2A B C D E F G H I J KLMNOP Q R 5 12 8 12 3X4(**) 4X4(**) 3X4 4X5(**) 5X5(**) 8X8(**) 6X8(**) 8X8(**) 3X4 6X8 3X4 3X4 H0510 6X6(**) 3X4(**) 3X8(**) 20'0"8 3'11"8 3'11"8 5'11"8 2' 8'9" 2'9"8 12'3"7 3'6"7 15'11" 3'7"9 20'0"8 4'1"8 4'3" 4'3" 8'5"8 4'2"8 12'2"4 3'8"12 15'9"4 3'7" 17'10" 2'0"12 20'0"8 2'2"81'6"8 4"5 10'8"62'0"13'2"113'1"1113'8"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4, T5 2x6 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP #1:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 23.71BC 75 0.15 20.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 19-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is13-1-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 919 /- /- /-/298 /- K 1605 /- /- /-/345 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = 5.5 Min Req =1.9Bearings B & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -18 B - C 428 -1637 C - D 420 -1653 D - E 441 -1648 Chords Tens.Comp. E - F 268 -1070 F - G 46 -134 G - H 175 -83 H - I 59 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1476 -378 P - O 2709 -776 O - N 1459 -383 Chords Tens.Comp. N - M 3322 -566 M - L 3394 -577 L - K 9 -49 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 560 -134 P - D 399 -1221 D - O 395 -1242 O - E 296 -46 E - N 235 -779 N - F 1215 -233N - Q 378 -2551 F - Q 302 -1279 G - Q 56 -133 Webs Tens.Comp. Q - M 94 0 Q - L 355 -1675 Q - R 253 -1865 L - J 2062 -283 R - L 97 -86 R - J 253 -1866J - H 225 -549 J - K 349 -1438 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.45 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.155 N 999 240 VERT(CL):0.292 N 818 191 HORZ(LL):-0.076 H - - HORZ(TL):0.143 H - - Creep Factor: 2.0 Max TC CSI:0.561 Max BC CSI:0.812 Max Web CSI:0.845 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T12 Ply: 1 Qty:1 Wgt: 168.7 lbs SEQN: 17705 / T62 / COMN FROM:DRW: .../...04/15/2020 T4 T5 B2 (a) 10'1"2A B C D E F G H I J KLMNOP Q R512 8 12 3X4(**) 4X4(**) 4X4 5X5(**) 5X5(**) 8X8(**) 6X8(**) 8X8(**) 3X4 6X8(**) 3X4 3X4 H0510 6X6(**) 3X4(**) 4X5(**) 20'0"8 1'11"8 1'11"8 3'11"8 2' 8'9" 4'9"8 12'3"7 3'6"7 15'11" 3'7"9 20'0"8 4'1"8 8'5"8 8'5"8 12'2"4 3'8"12 15'9"4 3'7" 17'10" 2'0"12 20'0"8 2'2"81'6"8 4"5 10'8"61'2"13'2"113'1"1113'8"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4, T5 2x6 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP #1:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 23.71BC 75 0.15 20.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 15-11-0 to 19-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is13-1-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 919 /- /- /-/298 /- K 1605 /- /- /-/345 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 K Brg Width = 5.5 Min Req =1.9Bearings B & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -18 B - C 428 -1637 C - D 420 -1653 D - E 441 -1648 Chords Tens.Comp. E - F 268 -1070 F - G 46 -134 G - H 175 -83 H - I 59 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - P 1476 -378 P - O 2709 -776 O - N 1459 -383 Chords Tens.Comp. N - M 3322 -566 M - L 3394 -577 L - K 9 -49 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - P 560 -134 P - D 399 -1221 D - O 395 -1242 O - E 296 -46 E - N 235 -779 N - F 1215 -233N - Q 378 -2551 F - Q 302 -1279 G - Q 56 -133 Webs Tens.Comp. Q - M 94 0 Q - L 355 -1675 Q - R 253 -1865 L - J 2062 -283 R - L 97 -86 R - J 253 -1866J - H 225 -549 J - K 349 -1438 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.45 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.155 N 999 240 VERT(CL):0.292 N 818 191 HORZ(LL):-0.076 H - - HORZ(TL):0.143 H - - Creep Factor: 2.0 Max TC CSI:0.561 Max BC CSI:0.812 Max Web CSI:0.845 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T12 Ply: 1 Qty:1 Wgt: 168.7 lbs SEQN: 17705 / T62 / COMN FROM:DRW: .../...04/15/2020 T4 T5 B2 (a) 10'1"2A B C D E F G H I J KLMNOP Q R512 8 12 3X4(**) 4X4(**) 4X4 5X5(**) 5X5(**) 8X8(**) 6X8(**) 8X8(**) 3X4 6X8(**) 3X4 3X4 H0510 6X6(**) 3X4(**) 4X5(**) 20'0"8 1'11"8 1'11"8 3'11"8 2' 8'9" 4'9"8 12'3"7 3'6"7 15'11" 3'7"9 20'0"8 4'1"8 8'5"8 8'5"8 12'2"4 3'8"12 15'9"4 3'7" 17'10" 2'0"12 20'0"8 2'2"81'6"8 4"5 10'8"61'2"13'2"113'1"1113'8"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 :T4 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 21.71BC 31 0.00 18.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Truss transfers a maximum horizontal load of3500 # ( 196.73 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start EndCase 1: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58Case 2: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58Case 3: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58Case 4: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58 Drag loads applied to wind load cases parallel totruss. Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-11-0 to 17-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL O 665 /- /-/1892 /1752 /335 H 1525 /- /-/569 /279 /- Wind reactions based on MWFRS O Brg Width = 5.5 Min Req =2.2 H Brg Width = 5.5 Min Req =1.8Bearings O & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 4254 -4625 B - C 2863 -3158 C - D 1984 -2102 Chords Tens.Comp. D - E 1118 -1185 E - F 0 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 4268 -4244 L - K 4269 -4247 K - J 4021 -3991 Chords Tens.Comp. J - I 2684 -2402 I - H 771 -778 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - B 155 -15 B - K 525 -546 K - C 905 -435 K - M 481 -2010 C - M 505 -1018 D - M 149 -130 M - J 99 -49 Webs Tens.Comp. M - I 436 -1258 M - N 317 -1536 I - G 1699 -376 N - I 86 -94 N - G 317 -1537 G - E 580 -545 G - H 664 -1360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.84 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.222 B 967 240 VERT(CL):0.202 D 999 180 HORZ(LL):-0.113 E - - HORZ(TL):0.117 E - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.991 Max Web CSI:0.769 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T13 Ply: 1 Qty:1 Wgt: 154.7 lbs SEQN: 17717 / T59 / COMN FROM: Page 1 of 2 DRW: .../...04/15/2020 T4 (a) 10'1"2 A B C D E F G HIJKL M N O 5 12 8 12 4X8(**)H0510(**) H0612(**) 6X8(**) 8X8(**) 3X4 4X10 3X4 3X4 6X8(**) 5X5 3X4(**) 3X8(**) 18'0"8 6'9" 6'9" 10'3"7 3'6"7 13'11" 3'7"9 18'0"8 4'1"8 6'7"4 6'7"4 10'2"4 3'7" 13'9"4 3'7" 15'10" 2'0"12 18'0"8 2'2"8 4"5 10'8"63'2"113'1"112. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 :T4 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 8 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 21.71BC 31 0.00 18.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Truss transfers a maximum horizontal load of3500 # ( 196.73 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record. Drag Loads: Force(#) (PLF) Mbr Start EndCase 1: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58Case 2: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58Case 3: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58Case 4: 3500 196.73 TC 0.15 18.043500 454.05 BC 9.88 17.58 Drag loads applied to wind load cases parallel totruss. Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-11-0 to 17-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL O 665 /- /-/1892 /1752 /335 H 1525 /- /-/569 /279 /- Wind reactions based on MWFRS O Brg Width = 5.5 Min Req =2.2 H Brg Width = 5.5 Min Req =1.8Bearings O & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 4254 -4625 B - C 2863 -3158 C - D 1984 -2102 Chords Tens.Comp. D - E 1118 -1185 E - F 0 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - L 4268 -4244 L - K 4269 -4247 K - J 4021 -3991 Chords Tens.Comp. J - I 2684 -2402 I - H 771 -778 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - B 155 -15 B - K 525 -546 K - C 905 -435 K - M 481 -2010 C - M 505 -1018 D - M 149 -130 M - J 99 -49 Webs Tens.Comp. M - I 436 -1258 M - N 317 -1536 I - G 1699 -376 N - I 86 -94 N - G 317 -1537 G - E 580 -545 G - H 664 -1360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.84 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.222 B 967 240 VERT(CL):0.202 D 999 180 HORZ(LL):-0.113 E - - HORZ(TL):0.117 E - - Creep Factor: 2.0 Max TC CSI:0.649 Max BC CSI:0.991 Max Web CSI:0.769 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T13 Ply: 1 Qty:1 Wgt: 154.7 lbs SEQN: 17717 / T59 / COMN FROM: Page 1 of 2 DRW: .../...04/15/2020 T4 (a) 10'1"2 A B C D E F G HIJKL M N O 5 12 8 12 4X8(**)H0510(**) H0612(**) 6X8(**) 8X8(**) 3X4 4X10 3X4 3X4 6X8(**) 5X5 3X4(**) 3X8(**) 18'0"8 6'9" 6'9" 10'3"7 3'6"7 13'11" 3'7"9 18'0"8 4'1"8 6'7"4 6'7"4 10'2"4 3'7" 13'9"4 3'7" 15'10" 2'0"12 18'0"8 2'2"8 4"5 10'8"63'2"113'1"11This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Additional Notes Negative reaction(s) of -1752# MAX. Requires upliftconnection. See Maximum Reactions. 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 is13-1-11. Job Number:86460 Pujadas Res. Truss Label:T13 Ply: 1 Qty:1 Wgt: 154.7 lbs SEQN: 17717 / T59 / COMN FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2, T3 2x6 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 21.71BC 75 0.15 18.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-11-0 to 17-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is13-1-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 788 /- /-/337 /-/348 I 1525 /- /-/564 /275 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.8Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 0 -1306 C - D 0 -923 Chords Tens.Comp. D - E 106 -366 E - F 173 -364 F - G 0 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1153 -315 M - L 1150 -317 L - K 2984 -644 Chords Tens.Comp. K - J 3053 -659 J - I 11 -46 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. M - C 162 0 C - L 178 -550 L - D 1006 -188 L - N 447 -2338 D - N 319 -1079 E - N 53 -171 N - K 99 -17 Webs Tens.Comp. N - J 403 -1474 N - O 289 -1707 J - H 1890 -325 O - J 98 -95 O - H 289 -1708 H - F 577 -545 H - I 657 -1360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.50 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.121 E 999 240 VERT(CL):0.229 E 939 180 HORZ(LL):0.050 E - - HORZ(TL):0.095 E - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.937 Max Web CSI:0.769 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T14 Ply: 1 Qty:4 Wgt: 151.9 lbs SEQN: 17696 / T21 / COMN FROM:DRW: .../...04/15/2020 T2 T3 (a) 10'1"2A B C D E F G H IJKLM N O 5 12 8 12 3X4(**) 5X5(**) 8X8(**) 6X8(**) 8X8(**) 3X4 6X8 3X4 3X4 H0510 5X5 3X4(**) 3X8(**) 18'0"8 6'9" 6'9" 10'3"7 3'6"7 13'11" 3'7"9 18'0"8 4'1"8 6'7"4 6'7"4 10'2"4 3'7" 13'9"4 3'7" 15'10" 2'0"12 18'0"8 2'2"81'6"8 4"5 10'8"63'2"113'1"1113'8"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2, T3 2x6 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 21.71BC 75 0.15 18.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-11-0 to 17-9-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is13-1-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 788 /- /-/337 /-/348 I 1525 /- /-/564 /275 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.8Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 0 -1306 C - D 0 -923 Chords Tens.Comp. D - E 106 -366 E - F 173 -364 F - G 0 -125 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1153 -315 M - L 1150 -317 L - K 2984 -644 Chords Tens.Comp. K - J 3053 -659 J - I 11 -46 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. M - C 162 0 C - L 178 -550 L - D 1006 -188 L - N 447 -2338 D - N 319 -1079 E - N 53 -171 N - K 99 -17 Webs Tens.Comp. N - J 403 -1474 N - O 289 -1707 J - H 1890 -325 O - J 98 -95 O - H 289 -1708 H - F 577 -545 H - I 657 -1360 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.50 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.121 E 999 240 VERT(CL):0.229 E 939 180 HORZ(LL):0.050 E - - HORZ(TL):0.095 E - - Creep Factor: 2.0 Max TC CSI:0.489 Max BC CSI:0.937 Max Web CSI:0.769 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T14 Ply: 1 Qty:4 Wgt: 151.9 lbs SEQN: 17696 / T21 / COMN FROM:DRW: .../...04/15/2020 T2 T3 (a) 10'1"2A B C D E F G H IJKLM N O 5 12 8 12 3X4(**) 5X5(**) 8X8(**) 6X8(**) 8X8(**) 3X4 6X8 3X4 3X4 H0510 5X5 3X4(**) 3X8(**) 18'0"8 6'9" 6'9" 10'3"7 3'6"7 13'11" 3'7"9 18'0"8 4'1"8 6'7"4 6'7"4 10'2"4 3'7" 13'9"4 3'7" 15'10" 2'0"12 18'0"8 2'2"81'6"8 4"5 10'8"63'2"113'1"1113'8"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x6 SP #2: :T3 2x4 SP 2400f-2.0E:Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W9 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 49.51 BC 44 0.15 47.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Attic room loading from 13-11-0 to 34-0-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1579 /- /-/606 /166 /338 S 2874 /- /-/504 /78 /- L 1579 /- /-/617 /171 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.9SBrg Width = 5.5 Min Req =3.0 L Brg Width = 5.5 Min Req =1.9 Bearings B, S, & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 967 -3330 C - D 552 -1993 D - E 642 -1704E - F 370 -744 F - G 675 -1261 Chords Tens.Comp. G - H 675 -1261 H - I 370 -744 I - J 642 -1704 J - K 552 -1993K - L 965 -3330 L - M 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 3024 -771 X - W 5268 -1194 W -V 5418 -1233 V - U 3012 -745 U - T 2927 -788 T - S 659 -2274 Chords Tens.Comp. S - R 668 -2274 R - Q 2927 -788 Q - P 3012 -745 P - O 5418 -1093 O - N 5268 -1069 N - L 3024 -793 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - X 396 -129 C - Y 635 -1732 X - Y 1295 -2494 D - Y 322 -153 Y - W 358 -14 Y - V 957 -2509 Y - Z 1847 -1974 V - Z 398 -171 Z -AB 1858 -1899 E -AA 394 -1387 F -AA 346 -83 F -AD 993 -421 AA-AD 377 -1317U -AB 634 -163 Webs Tens.Comp. S -AF 386 -2848 AD-AH 377 -1317 AD- H 993 -421 AE- S 48 -516 AE-AF 6045 -1177 AF- R 1255 -250 AF-AG 3247 -757 R -AG 801 -3525 AG- Q 634 -163 AG-AI 1858 -1899 AH- H 345 -83 AH- I 394 -1387 AI- P 398 -171AI-AJ 1847 -1974 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.35 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.79 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.450 O 634 240 VERT(CL):0.991 W 288 228 HORZ(LL):0.201 D - - HORZ(TL):0.460 D - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.989 Max Web CSI:0.848 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T15 Ply: 1 Qty:3 Wgt: 375.9 lbs SEQN: 17529 / T48 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 T3 T2 B2 B2 W9 (a) (a) (a) (a) 10'1"2AB C D E F G H I J K L M NOPQRSTUVWX Y Z AA AB AC AD AE AF AG AH AI AJ 5 12 8 12 4X5(**)(I) 8X8(**) 6X10(**) 6X10 4X8 6X6(**) 4X10 6X8(**) 4X8 4X8 H0514 6X12(**) 4X8 6X8(**) 4X10 6X6(**) 4X8 6X10 8X8(**) 6X10(**) 4X5(**)(I) 23'8"12 24'2"4 6'9" 6'9" 13'11" 7'2" 18'3" 4'4" 23'11"8 5'8"8 29'8" 5'8"8 34'1"12 4'5"12 41'2" 7'0"4 47'11" 6'9" 6'9" 6'9" 13'9"4 7'0"4 16'1"5 2'4"1 18'4"12 2'3"7 18'9"14 5"221'2"7 2'4"9 23'11"8 2'9"1 26'8"9 2'9"1 29'1"2 2'4"9 29'6"4 5"231'9"11 2'3"7 34'1"12 2'4"1 41'2" 7'0"4 47'11" 6'9"1'6"8 1'6"8 4"53'2"120'1"6'0"128'0"129'4"121'4"10'10"111'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x6 SP #2: :T3 2x4 SP 2400f-2.0E:Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W9 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 49.51 BC 44 0.15 47.77Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Attic room loading from 13-11-0 to 34-0-0: Live Load:40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1579 /- /-/606 /166 /338 S 2874 /- /-/504 /78 /- L 1579 /- /-/617 /171 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.9SBrg Width = 5.5 Min Req =3.0 L Brg Width = 5.5 Min Req =1.9 Bearings B, S, & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 967 -3330 C - D 552 -1993 D - E 642 -1704E - F 370 -744 F - G 675 -1261 Chords Tens.Comp. G - H 675 -1261 H - I 370 -744 I - J 642 -1704 J - K 552 -1993K - L 965 -3330 L - M 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 3024 -771 X - W 5268 -1194 W -V 5418 -1233 V - U 3012 -745 U - T 2927 -788 T - S 659 -2274 Chords Tens.Comp. S - R 668 -2274 R - Q 2927 -788 Q - P 3012 -745 P - O 5418 -1093 O - N 5268 -1069 N - L 3024 -793 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - X 396 -129 C - Y 635 -1732 X - Y 1295 -2494 D - Y 322 -153 Y - W 358 -14 Y - V 957 -2509 Y - Z 1847 -1974 V - Z 398 -171 Z -AB 1858 -1899 E -AA 394 -1387 F -AA 346 -83 F -AD 993 -421 AA-AD 377 -1317U -AB 634 -163 Webs Tens.Comp. S -AF 386 -2848 AD-AH 377 -1317 AD- H 993 -421 AE- S 48 -516 AE-AF 6045 -1177 AF- R 1255 -250 AF-AG 3247 -757 R -AG 801 -3525 AG- Q 634 -163 AG-AI 1858 -1899 AH- H 345 -83 AH- I 394 -1387 AI- P 398 -171AI-AJ 1847 -1974 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.35 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.79 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.450 O 634 240 VERT(CL):0.991 W 288 228 HORZ(LL):0.201 D - - HORZ(TL):0.460 D - - Creep Factor: 2.0 Max TC CSI:0.865 Max BC CSI:0.989 Max Web CSI:0.848 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T15 Ply: 1 Qty:3 Wgt: 375.9 lbs SEQN: 17529 / T48 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 T3 T2 B2 B2 W9 (a) (a) (a) (a) 10'1"2AB C D E F G H I J K L M NOPQRSTUVWX Y Z AA AB AC AD AE AF AG AH AI AJ 5 12 8 12 4X5(**)(I) 8X8(**) 6X10(**) 6X10 4X8 6X6(**) 4X10 6X8(**) 4X8 4X8 H0514 6X12(**) 4X8 6X8(**) 4X10 6X6(**) 4X8 6X10 8X8(**) 6X10(**) 4X5(**)(I) 23'8"12 24'2"4 6'9" 6'9" 13'11" 7'2" 18'3" 4'4" 23'11"8 5'8"8 29'8" 5'8"8 34'1"12 4'5"12 41'2" 7'0"4 47'11" 6'9" 6'9" 6'9" 13'9"4 7'0"4 16'1"5 2'4"1 18'4"12 2'3"7 18'9"14 5"221'2"7 2'4"9 23'11"8 2'9"1 26'8"9 2'9"1 29'1"2 2'4"9 29'6"4 5"231'9"11 2'3"7 34'1"12 2'4"1 41'2" 7'0"4 47'11" 6'9"1'6"8 1'6"8 4"53'2"120'1"6'0"128'0"129'4"121'4"10'10"111'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes AB- T 798 -3522 AB-AC 3247 -772T -AC 1254 -249 AC- S 385 -2848 AC-AE 6045 -1177 G -AD 178 -266 P -AJ 958 -2509 AJ- O 358 -14AJ- J 322 -150 AJ- K 633 -1732 AJ- N 1295 -2494 K - N 396 -129 Job Number:86460 Pujadas Res. Truss Label:T15 Ply: 1 Qty:3 Wgt: 375.9 lbs SEQN: 17529 / T48 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x6 SP 2400f-2.0E: :T3 2x4 SP 2400f-2.0E:Bot chord 2x6 SP #2 :B2 2x6 SP 2400f-2.0E::B3 2x4 SP #2:Webs 2x4 SP #3 :W7, W9 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint, equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 17 plf at -1.65 to 17 plf at 6.75TC: From 44 plf at -1.65 to 44 plf at 49.57 TC: From 18 plf at 6.75 to 18 plf at 16.62TC: From 26 plf at 13.92 to 26 plf at 15.29TC: From 17 plf at 16.62 to 17 plf at 31.29TC: From 18 plf at 31.29 to 18 plf at 41.17TC: From 26 plf at 32.63 to 26 plf at 34.00TC: From 17 plf at 41.17 to 17 plf at 49.57PLT: From 22 plf at 15.67 to 22 plf at 32.25PLT: From 109 plf at 13.92 to 109 plf at 34.00BC: From 5 plf at -1.65 to 5 plf at 0.00BC: From 11 plf at 0.00 to 11 plf at 47.92BC: From 5 plf at 47.92 to 5 plf at 49.57TC: 47 lb Conc. Load at 46.34PLT: 200 lb Conc. Load at (17.50,11.39), (22.50,11.39)BC: 133 lb Conc. Load at 13.92,34.00BC: 20 lb Conc. Load at 46.34 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 49.51BC 52 0.15 47.77Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AK 1976 /- /-/770 /511 /333 AL 3078 /- /-/790 /833 /- L 1972 /- /-/714 /547 /- Wind reactions based on MWFRS AK Brg Width = 5.5 Min Req =2.3ALBrg Width = 5.5 Min Req =3.3 L Brg Width = 5.5 Min Req =2.3 Bearings AK, AL, & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 40 -18 B - C 1047 -4369 C - D 699 -2824 D - E 779 -2317E - F 536 -1217 F - G 1150 -2407 Chords Tens.Comp. G - H 1150 -2407 H - I 583 -1203 I - J 773 -2324 J - K 713 -2810K - L 1232 -4198 L - M 40 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 3992 -927 X - W 5853 -1929 W -V 5996 -1994 V - U 4316 -1556 U - T 4194 -1534 T - S 1060 -1464 Chords Tens.Comp. S - R 703 -2061 R - Q 3243 -2104 Q - P 3359 -2130 P - O 5164 -2493 O - N 5049 -2411 N - L 3819 -1029 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - X 449 -196 C - Y 608 -2095 X - Y 1484 -2216 D - Y 656 -189 Y - W 416 -24 Y - V 939 -1864 Y - Z 1662 -2702 E -AA 500 -1728 V - Z 203 -310 Z -AB 1645 -2688 F -AA 456 -94 F -AD 1616 -767 AA-AD 499 -1603U -AB 811 -163 Webs Tens.Comp. S -AF 1205 -2744 AD-AH 456 -1674 AD- H 1637 -695 AE- S 161 -604 AE-AF 5917 -1447 AF- R 957 -308 AF-AG 3600 -692 R -AG 1038 -3295 AG- Q 773 -203 AG-AI 2458 -1732 AH- H 468 -82 AH- I 455 -1803 AI- P 236 -255AI-AJ 2483 -1752 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.3 " Wind Criteria Wind Std:ASCE 7-10 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: 4.79 ft Loc. from endwall: not in 14.13 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.398 G 717 240 VERT(CL):0.855 D 334 228 HORZ(LL):0.147 D - - HORZ(TL):0.367 D - - Creep Factor: 2.0 Max TC CSI:0.904 Max BC CSI:0.991 Max Web CSI:0.807 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T16 Ply: 1 Qty:1 Wgt: 423.5 lbs SEQN: 17489 / T75 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 T3 T2 B2 B3 B3 B2 W7 W9 W7 (a) (a) (a) (a) 10'1"2A B C D E F G H I J K L M NOPQRSTUVWX Y Z AA AB AC AD AE AF AG AH AI AJ AK AL 5 12 8 12 4X4(**)4X4(**) 10X12(**) 8X8(**) 3X8 6X12 4X5 H0612(**) 4X4 4X10 8X8(**) 4X8 6X8 H0514 6X12(I) 4X8 8X8(**) 4X10 4X4 6X8(**)(I) 4X5 6X12 3X8 10X12(**) 8X8(**) 4X4(**)4X4(**) 23'8"12 24'2"4 6'9" 6'9" 13'11" 7'2" 16'7"8 2'8"8 23'11"8 7'4" 31'3"8 7'4" 34'1"12 2'10"4 41'2" 7'0"4 47'11" 6'9" 6'9" 6'9" 16'1"13 9'4"13 16'10"4 8"7 18'9"14 1'11"1021'2"7 2'4"9 23'11"8 2'9"1 26'8"9 2'9"1 29'1"2 2'4"9 31'0"12 1'11"1031'9"3 8"7 34'1"12 2'4"9 41'2" 7'0"4 47'11" 6'9"1'6"8 1'6"8 4"53'2"120'1"6'0"126'11"128'3"121'4"9'9"110'4"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x6 SP 2400f-2.0E: :T3 2x4 SP 2400f-2.0E:Bot chord 2x6 SP #2 :B2 2x6 SP 2400f-2.0E::B3 2x4 SP #2:Webs 2x4 SP #3 :W7, W9 2x6 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint, equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 17 plf at -1.65 to 17 plf at 6.75TC: From 44 plf at -1.65 to 44 plf at 49.57 TC: From 18 plf at 6.75 to 18 plf at 16.62TC: From 26 plf at 13.92 to 26 plf at 15.29TC: From 17 plf at 16.62 to 17 plf at 31.29TC: From 18 plf at 31.29 to 18 plf at 41.17TC: From 26 plf at 32.63 to 26 plf at 34.00TC: From 17 plf at 41.17 to 17 plf at 49.57PLT: From 22 plf at 15.67 to 22 plf at 32.25PLT: From 109 plf at 13.92 to 109 plf at 34.00BC: From 5 plf at -1.65 to 5 plf at 0.00BC: From 11 plf at 0.00 to 11 plf at 47.92BC: From 5 plf at 47.92 to 5 plf at 49.57TC: 47 lb Conc. Load at 46.34PLT: 200 lb Conc. Load at (17.50,11.39), (22.50,11.39)BC: 133 lb Conc. Load at 13.92,34.00BC: 20 lb Conc. Load at 46.34 Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 49.51BC 52 0.15 47.77Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AK 1976 /- /-/770 /511 /333 AL 3078 /- /-/790 /833 /- L 1972 /- /-/714 /547 /- Wind reactions based on MWFRS AK Brg Width = 5.5 Min Req =2.3ALBrg Width = 5.5 Min Req =3.3 L Brg Width = 5.5 Min Req =2.3 Bearings AK, AL, & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 40 -18 B - C 1047 -4369 C - D 699 -2824 D - E 779 -2317E - F 536 -1217 F - G 1150 -2407 Chords Tens.Comp. G - H 1150 -2407 H - I 583 -1203 I - J 773 -2324 J - K 713 -2810K - L 1232 -4198 L - M 40 -18 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 3992 -927 X - W 5853 -1929 W -V 5996 -1994 V - U 4316 -1556 U - T 4194 -1534 T - S 1060 -1464 Chords Tens.Comp. S - R 703 -2061 R - Q 3243 -2104 Q - P 3359 -2130 P - O 5164 -2493 O - N 5049 -2411 N - L 3819 -1029 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. C - X 449 -196 C - Y 608 -2095 X - Y 1484 -2216 D - Y 656 -189 Y - W 416 -24 Y - V 939 -1864 Y - Z 1662 -2702 E -AA 500 -1728 V - Z 203 -310 Z -AB 1645 -2688 F -AA 456 -94 F -AD 1616 -767 AA-AD 499 -1603U -AB 811 -163 Webs Tens.Comp. S -AF 1205 -2744 AD-AH 456 -1674 AD- H 1637 -695 AE- S 161 -604 AE-AF 5917 -1447 AF- R 957 -308 AF-AG 3600 -692 R -AG 1038 -3295 AG- Q 773 -203 AG-AI 2458 -1732 AH- H 468 -82 AH- I 455 -1803 AI- P 236 -255AI-AJ 2483 -1752 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.3 " Wind Criteria Wind Std:ASCE 7-10 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: 4.79 ft Loc. from endwall: not in 14.13 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.398 G 717 240 VERT(CL):0.855 D 334 228 HORZ(LL):0.147 D - - HORZ(TL):0.367 D - - Creep Factor: 2.0 Max TC CSI:0.904 Max BC CSI:0.991 Max Web CSI:0.807 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T16 Ply: 1 Qty:1 Wgt: 423.5 lbs SEQN: 17489 / T75 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 T3 T2 B2 B3 B3 B2 W7 W9 W7 (a) (a) (a) (a) 10'1"2A B C D E F G H I J K L M NOPQRSTUVWX Y Z AA AB AC AD AE AF AG AH AI AJ AK AL 5 12 8 12 4X4(**)4X4(**) 10X12(**) 8X8(**) 3X8 6X12 4X5 H0612(**) 4X4 4X10 8X8(**) 4X8 6X8 H0514 6X12(I) 4X8 8X8(**) 4X10 4X4 6X8(**)(I) 4X5 6X12 3X8 10X12(**) 8X8(**) 4X4(**)4X4(**) 23'8"12 24'2"4 6'9" 6'9" 13'11" 7'2" 16'7"8 2'8"8 23'11"8 7'4" 31'3"8 7'4" 34'1"12 2'10"4 41'2" 7'0"4 47'11" 6'9" 6'9" 6'9" 16'1"13 9'4"13 16'10"4 8"7 18'9"14 1'11"1021'2"7 2'4"9 23'11"8 2'9"1 26'8"9 2'9"1 29'1"2 2'4"9 31'0"12 1'11"1031'9"3 8"7 34'1"12 2'4"9 41'2" 7'0"4 47'11" 6'9"1'6"8 1'6"8 4"53'2"120'1"6'0"126'11"128'3"121'4"9'9"110'4"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Additional Notes The maximum horizontal reaction is 333# WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is9-9-1. Top Chord overhang(s) may be field trimmed. AB- T 826 -3644 AB-AC 2970 -1070T -AC 1072 -239 AC- S 820 -3384 AC-AE 5917 -1447 G -AD 238 -364 P -AJ 819 -1899 AJ- O 446 -24AJ- J 625 -208 AJ- K 762 -1919 AJ- N 2119 -1581 K - N 354 -255 Job Number:86460 Pujadas Res. Truss Label:T16 Ply: 1 Qty:1 Wgt: 423.5 lbs SEQN: 17489 / T75 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T1 2x4 SP #1: :T2 2x6 SP #2::T6 2x4 SP #2:Bot chord 2x6 SP #2 :B2, B5 2x6 SP 2400f-2.0E::B3 2x4 SP #2:Webs 2x4 SP #3 :W4, W11 2x4 SP #2::W9 2x6 SP #2::W10 2x4 SP #1::W12 2x8 SP #1: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint, equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 17 plf at -1.65 to 17 plf at 6.75TC: From 44 plf at -1.65 to 44 plf at 47.57TC: From 18 plf at 6.75 to 18 plf at 13.92TC: From 17 plf at 13.92 to 17 plf at 34.00TC: From 18 plf at 34.00 to 18 plf at 41.17TC: From 17 plf at 41.17 to 17 plf at 47.57PLT: From 22 plf at 13.92 to 22 plf at 34.00PLT: From 109 plf at 13.92 to 109 plf at 23.96PLT: From 109 plf at 23.96 to 109 plf at 34.00BC: From 5 plf at -1.65 to 5 plf at 0.00BC: From 11 plf at 0.00 to 11 plf at 45.31BC: From 5 plf at 45.92 to 5 plf at 47.57PLT: 200 lb Conc. Load at (17.50,11.39), (22.50,11.39) BC: 113 lb Conc. Load at 13.92,34.00 Plating Notes All plates are 3X4 except as noted. (**) 13 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 58 0.15 45.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AL 2050 /- /-/701 /485 /227 AM 2732 /- /-/668 /738 /- AN 1986 /- /-/711 /519 /- Wind reactions based on MWFRS AL Brg Width = 5.5 Min Req =2.4AMBrg Width = 5.5 Min Req =2.8 AN Brg Width = 5.5 Min Req =5.5 Bearings AL, AM, & AN Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 40 -16 B - C 1095 -4552 C - D 774 -3043 D - E 1606 -4583E - F 2034 -5497 Chords Tens.Comp. F - G 2034 -5497 G - H 1586 -4406 H - I 707 -2953 I - J 924 -3253J - K 40 -16 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 4158 -899 W -V 5604 -1703 V - U 5856 -1880 U - T 4420 -1401 T - S 4312 -1377 S - R 934 -586 Chords Tens.Comp. R - Q 785 -1760 Q - P 2901 -2014 P - O 2976 -2030 O - N 3822 -2180 N - M 3710 -1937 M - L 213 -65 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - W 408 -162 C - Y 557 -1974 W -Y 1300 -1920 X - Y 738 -233 X - D 787 -209 X -AA 244 -281 Y - V 353 -18 Y - U 684 -1523 Y - Z 1506 -2703 D -AA 2359 -1060 U - Z 207 -328 Z -AB 1490 -2693 AA- E 247 -422 AA-AD 2295 -964T -AB 724 -159 Webs Tens.Comp. AD- G 1205 -416 AD-AH 2209 -1063 AE- R 154 -575 AE-AF 5009 -1206 AF- Q 711 -244 AF-AG 3432 -758 Q -AG 794 -2387 G -AH 231 -430 AG- P 499 -181 AG-AI 2681 -1352 AH- H 2398 -990 AH-AJ 209 -506 AI- O 235 -337 AI-AK 2716 -1372O -AK 737 -907 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.3 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 ft Loc. from endwall: not in 14.13 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.552 F 518 240 VERT(CL):0.879 T 325 228 HORZ(LL):0.153 P - - HORZ(TL):0.373 P - - Creep Factor: 2.0 Max TC CSI:0.809 Max BC CSI:1.000 Max Web CSI:0.997 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T17 Ply: 1 Qty:1 Wgt: 424.9 lbs SEQN: 17494 / T18 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T1 T2 T2 T6 B2 B3 B3 B5 W4 W9 W10 W11 W12 (a) (a) (a) 10'1"2A B C D E F G H I J K LMNOPQRSTUVW X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN 5 12 8 12 4X4(**)4X4(**) 8X8(**) 8X8(**) 6X8 6X10(**) 4X4 H0612 4X4 4X8 5X7(**) 8X8(**) 4X8 6X8 H0510 8X12 3X8 8X8(**) 5X7(**) 3X8 H0612 H0612(**) 6X12 8X8(**) 8X12(**) 6X8(**) 23'8"12 22'2"4 6'9" 6'9" 13'10"8 7'1"8 13'11" 0"8 19'0"2 5'1"2 23'11"8 4'11"6 28'10"14 4'11"6 34' 5'1"2 34'0"8 0"8 41'2" 7'1"8 45'11" 4'9" 6'9" 6'9" 13'11" 7'2" 16'1"13 2'2"13 18'6" 2'4"318'9"14 3"14 21'2"7 2'4"9 23'11"8 2'9"1 26'8"9 2'9"1 29'1"2 2'4"9 29'5" 3"1431'9"3 2'4"3 34' 2'2"13 41'3"12 7'3"12 45'3"12 4' 45'11" 7"41'6"8 1'6"8 4"5 1'2"53'2"120'1"6'0"125'1"126'5"121'4"7'11"18'6"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T1 2x4 SP #1: :T2 2x6 SP #2::T6 2x4 SP #2:Bot chord 2x6 SP #2 :B2, B5 2x6 SP 2400f-2.0E::B3 2x4 SP #2:Webs 2x4 SP #3 :W4, W11 2x4 SP #2::W9 2x6 SP #2::W10 2x4 SP #1::W12 2x8 SP #1: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint, equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 17 plf at -1.65 to 17 plf at 6.75TC: From 44 plf at -1.65 to 44 plf at 47.57TC: From 18 plf at 6.75 to 18 plf at 13.92TC: From 17 plf at 13.92 to 17 plf at 34.00TC: From 18 plf at 34.00 to 18 plf at 41.17TC: From 17 plf at 41.17 to 17 plf at 47.57PLT: From 22 plf at 13.92 to 22 plf at 34.00PLT: From 109 plf at 13.92 to 109 plf at 23.96PLT: From 109 plf at 23.96 to 109 plf at 34.00BC: From 5 plf at -1.65 to 5 plf at 0.00BC: From 11 plf at 0.00 to 11 plf at 45.31BC: From 5 plf at 45.92 to 5 plf at 47.57PLT: 200 lb Conc. Load at (17.50,11.39), (22.50,11.39) BC: 113 lb Conc. Load at 13.92,34.00 Plating Notes All plates are 3X4 except as noted. (**) 13 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 58 0.15 45.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. Loading Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AL 2050 /- /-/701 /485 /227 AM 2732 /- /-/668 /738 /- AN 1986 /- /-/711 /519 /- Wind reactions based on MWFRS AL Brg Width = 5.5 Min Req =2.4AMBrg Width = 5.5 Min Req =2.8 AN Brg Width = 5.5 Min Req =5.5 Bearings AL, AM, & AN Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 40 -16 B - C 1095 -4552 C - D 774 -3043 D - E 1606 -4583E - F 2034 -5497 Chords Tens.Comp. F - G 2034 -5497 G - H 1586 -4406 H - I 707 -2953 I - J 924 -3253J - K 40 -16 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 4158 -899 W -V 5604 -1703 V - U 5856 -1880 U - T 4420 -1401 T - S 4312 -1377 S - R 934 -586 Chords Tens.Comp. R - Q 785 -1760 Q - P 2901 -2014 P - O 2976 -2030 O - N 3822 -2180 N - M 3710 -1937 M - L 213 -65 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - W 408 -162 C - Y 557 -1974 W -Y 1300 -1920 X - Y 738 -233 X - D 787 -209 X -AA 244 -281 Y - V 353 -18 Y - U 684 -1523 Y - Z 1506 -2703 D -AA 2359 -1060 U - Z 207 -328 Z -AB 1490 -2693 AA- E 247 -422 AA-AD 2295 -964T -AB 724 -159 Webs Tens.Comp. AD- G 1205 -416 AD-AH 2209 -1063 AE- R 154 -575 AE-AF 5009 -1206 AF- Q 711 -244 AF-AG 3432 -758 Q -AG 794 -2387 G -AH 231 -430 AG- P 499 -181 AG-AI 2681 -1352 AH- H 2398 -990 AH-AJ 209 -506 AI- O 235 -337 AI-AK 2716 -1372O -AK 737 -907 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 26.3 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 ft Loc. from endwall: not in 14.13 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: No FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.552 F 518 240 VERT(CL):0.879 T 325 228 HORZ(LL):0.153 P - - HORZ(TL):0.373 P - - Creep Factor: 2.0 Max TC CSI:0.809 Max BC CSI:1.000 Max Web CSI:0.997 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T17 Ply: 1 Qty:1 Wgt: 424.9 lbs SEQN: 17494 / T18 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T1 T2 T2 T6 B2 B3 B3 B5 W4 W9 W10 W11 W12 (a) (a) (a) 10'1"2A B C D E F G H I J K LMNOPQRSTUVW X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN 5 12 8 12 4X4(**)4X4(**) 8X8(**) 8X8(**) 6X8 6X10(**) 4X4 H0612 4X4 4X8 5X7(**) 8X8(**) 4X8 6X8 H0510 8X12 3X8 8X8(**) 5X7(**) 3X8 H0612 H0612(**) 6X12 8X8(**) 8X12(**) 6X8(**) 23'8"12 22'2"4 6'9" 6'9" 13'10"8 7'1"8 13'11" 0"8 19'0"2 5'1"2 23'11"8 4'11"6 28'10"14 4'11"6 34' 5'1"2 34'0"8 0"8 41'2" 7'1"8 45'11" 4'9" 6'9" 6'9" 13'11" 7'2" 16'1"13 2'2"13 18'6" 2'4"318'9"14 3"14 21'2"7 2'4"9 23'11"8 2'9"1 26'8"9 2'9"1 29'1"2 2'4"9 29'5" 3"1431'9"3 2'4"3 34' 2'2"13 41'3"12 7'3"12 45'3"12 4' 45'11" 7"41'6"8 1'6"8 4"5 1'2"53'2"120'1"6'0"125'1"126'5"121'4"7'11"18'6"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Additional Notes The maximum horizontal reaction is 227# WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is7-11-1. Top Chord overhang(s) may be field trimmed. AB- S 840 -3358 AB-AC 2284 -880E -AD 1057 -460 S -AC 1001 -245 AC- R 829 -3240 AC-AE 5009 -1206F -AD 183 -318 R -AF 1069 -2222 H -AJ 680 -212 AJ-AK 628 -237AK- N 408 -25 AK- I 524 -933 AK- M 1980 -1191 I - M 173 -534M - J 2822 -715 J - L 685 -1937 Job Number:86460 Pujadas Res. Truss Label:T17 Ply: 1 Qty:1 Wgt: 424.9 lbs SEQN: 17494 / T18 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP #1::B3 2x6 SP #2:Webs 2x4 SP #3 :W12 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 5X7(**) except as noted. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 85 0.15 23.52BC 120 23.52 35.81BC 75 35.81 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-9-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 929 /- /-/447 /131 /335 U 1907 /- /-/738 /141 /- L 893 /- /-/515 /125 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5UBrg Width = 5.5 Min Req =1.9 L Brg Width = 5.5 Min Req =1.5 Bearings B, U, & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 736 -1622 C - D 617 -1273 D - E 447 -620E - F 264 -188 Chords Tens.Comp. F - G 402 -213 G - H 661 -1268 H - I 474 -1248 I - J 491 -1212J - K 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1441 -609 W -V 791 -225 V - U 598 -165 U - S 0 0 T - P 381 0 Chords Tens.Comp. R - Q 0 0 P - N 424 0 Q - O 0 -57 O - M 4 -50 M - L 91 -33 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - W 418 -608W -D 593 -230 D - V 137 -271 V - E 513 -65 E - U 331 -1090 U - T 370 -1116 T - F 421 -292 T - G 0 -805 G - N 1094 -414 Webs Tens.Comp. P - Q 93 0N - O 210 0 N - H 279 -355 N - I 193 -143 N - M 1154 -362 I - M 172 -443 M - J 1013 -350 J - L 472 -857 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.33 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.59 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.406 R 656 240 VERT(CL):0.603 R 441 226 HORZ(LL):0.023 U - - HORZ(TL):0.035 U - - Creep Factor: 2.0 Max TC CSI:0.529 Max BC CSI:0.902 Max Web CSI:0.986 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T18 Ply: 1 Qty:1 Wgt: 312.9 lbs SEQN: 17478 / T45 / COMN FROM:DRW: .../...04/15/2020 B2 B3 W12 (a)(a) (a) 10'1"2AB C D E F G H I J K LM NOPQR ST UVW 5 12 8 12 4X5(**) 3X4 3X4 4X4 6X8 3X4(**)3X4(**) 8X8(**) 3X4 3X4 4X10 3X8 3X8(**) 23'8"12 22'2"4 6'9" 6'9" 12'3" 5'6" 18' 5'9" 23'9" 5'9" 29'8"8 5'11"8 35'9"12 6'1"4 41'2" 5'4"4 45'11" 4'9" 10' 10' 17'8"8 7'8"8 23'9" 6'0"8 31'2"12 7'5"12 35'8" 4'5"4 41'3"12 5'7"12 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"53'2"16'10"11'10'9"1111'4"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP #1::B3 2x6 SP #2:Webs 2x4 SP #3 :W12 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 5X7(**) except as noted. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 85 0.15 23.52BC 120 23.52 35.81BC 75 35.81 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-9-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 929 /- /-/447 /131 /335 U 1907 /- /-/738 /141 /- L 893 /- /-/515 /125 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5UBrg Width = 5.5 Min Req =1.9 L Brg Width = 5.5 Min Req =1.5 Bearings B, U, & L Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 736 -1622 C - D 617 -1273 D - E 447 -620E - F 264 -188 Chords Tens.Comp. F - G 402 -213 G - H 661 -1268 H - I 474 -1248 I - J 491 -1212J - K 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - W 1441 -609 W -V 791 -225 V - U 598 -165 U - S 0 0 T - P 381 0 Chords Tens.Comp. R - Q 0 0 P - N 424 0 Q - O 0 -57 O - M 4 -50 M - L 91 -33 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - W 418 -608W -D 593 -230 D - V 137 -271 V - E 513 -65 E - U 331 -1090 U - T 370 -1116 T - F 421 -292 T - G 0 -805 G - N 1094 -414 Webs Tens.Comp. P - Q 93 0N - O 210 0 N - H 279 -355 N - I 193 -143 N - M 1154 -362 I - M 172 -443 M - J 1013 -350 J - L 472 -857 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.33 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.59 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.406 R 656 240 VERT(CL):0.603 R 441 226 HORZ(LL):0.023 U - - HORZ(TL):0.035 U - - Creep Factor: 2.0 Max TC CSI:0.529 Max BC CSI:0.902 Max Web CSI:0.986 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T18 Ply: 1 Qty:1 Wgt: 312.9 lbs SEQN: 17478 / T45 / COMN FROM:DRW: .../...04/15/2020 B2 B3 W12 (a)(a) (a) 10'1"2AB C D E F G H I J K LM NOPQR ST UVW 5 12 8 12 4X5(**) 3X4 3X4 4X4 6X8 3X4(**)3X4(**) 8X8(**) 3X4 3X4 4X10 3X8 3X8(**) 23'8"12 22'2"4 6'9" 6'9" 12'3" 5'6" 18' 5'9" 23'9" 5'9" 29'8"8 5'11"8 35'9"12 6'1"4 41'2" 5'4"4 45'11" 4'9" 10' 10' 17'8"8 7'8"8 23'9" 6'0"8 31'2"12 7'5"12 35'8" 4'5"4 41'3"12 5'7"12 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"53'2"16'10"11'10'9"1111'4"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x6 SP #2:Webs 2x4 SP #3 :W12 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51BC 75 0.15 23.60 BC 120 23.60 35.69BC 75 35.69 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-9-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 834 /- /-/415 /153 /335 V 1815 /- /-/777 /144 /- M 880 /- /-/509 /122 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5VBrg Width = 5.5 Min Req =1.8 M Brg Width = 5.5 Min Req =1.5 Bearings B, V, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 717 -1364 C - D 576 -1013 D - E 521 -798E - F 503 -643 F - G 367 -248 Chords Tens.Comp. G - H 357 -194 H - I 634 -1218 I - J 449 -1202 J - K 476 -1191K - L 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1203 -583 X - W 669 -281 W -V 88 -69 V - T 0 0 U - Q 361 0 Chords Tens.Comp. S - R 0 0 Q - O 401 0 R - P 0 -55 P - N 5 -48 N - M 89 -32 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - X 382 -526 D - X 321 -183 X - E 223 -118 E - W 227 -479 W -F 780 -278 F - V 416 -687 V - U 242 -1173 G - U 241 -287 U - H 24 -879 Webs Tens.Comp. H - O 1074 -408 Q - R 93 0 O - P 207 0 O - I 277 -353 O - J 202 -156 O - N 1131 -342 J - N 163 -425 N - K 996 -338 K - M 463 -845 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.33 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.59 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.340 S 788 240 VERT(CL):0.539 S 497 225 HORZ(LL):-0.023 I - - HORZ(TL):0.036 I - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.683 Max Web CSI:0.959 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T19 Ply: 1 Qty:1 Wgt: 308.7 lbs SEQN: 17481 / T32 / COMN FROM:DRW: .../...04/15/2020 B3 W12 (a) 10'1"2AB C D E F G H I J K L MN OPQRS TU VWX 5 12 8 12 4X5(**) 5X7(**) 5X7(**) 6X8(**) 5X7(**) 6X8 5X7(**) 3X4(**)3X4(**) 8X8(**) 5X7(**) 4X10 3X8 3X8(**) 23'8"12 22'2"4 6'9" 6'9" 10'3" 3'6" 16' 5'9" 21'9" 5'9" 23'8"12 1'11"12 29'8"8 5'11"12 35'8"4 5'11"12 41'2" 5'5"12 45'11" 4'9" 10'4"12 10'4"12 16'3"8 5'10"12 23'10"8 7'7" 31'2"12 7'4"4 35'6"8 4'3"12 41'3"12 5'9"4 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"53'2"15'6"11'10'9"1111'4"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x6 SP #2:Webs 2x4 SP #3 :W12 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51BC 75 0.15 23.60 BC 120 23.60 35.69BC 75 35.69 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-9-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 834 /- /-/415 /153 /335 V 1815 /- /-/777 /144 /- M 880 /- /-/509 /122 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5VBrg Width = 5.5 Min Req =1.8 M Brg Width = 5.5 Min Req =1.5 Bearings B, V, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 717 -1364 C - D 576 -1013 D - E 521 -798E - F 503 -643 F - G 367 -248 Chords Tens.Comp. G - H 357 -194 H - I 634 -1218 I - J 449 -1202 J - K 476 -1191K - L 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1203 -583 X - W 669 -281 W -V 88 -69 V - T 0 0 U - Q 361 0 Chords Tens.Comp. S - R 0 0 Q - O 401 0 R - P 0 -55 P - N 5 -48 N - M 89 -32 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - X 382 -526 D - X 321 -183 X - E 223 -118 E - W 227 -479 W -F 780 -278 F - V 416 -687 V - U 242 -1173 G - U 241 -287 U - H 24 -879 Webs Tens.Comp. H - O 1074 -408 Q - R 93 0 O - P 207 0 O - I 277 -353 O - J 202 -156 O - N 1131 -342 J - N 163 -425 N - K 996 -338 K - M 463 -845 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.33 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.59 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.340 S 788 240 VERT(CL):0.539 S 497 225 HORZ(LL):-0.023 I - - HORZ(TL):0.036 I - - Creep Factor: 2.0 Max TC CSI:0.564 Max BC CSI:0.683 Max Web CSI:0.959 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T19 Ply: 1 Qty:1 Wgt: 308.7 lbs SEQN: 17481 / T32 / COMN FROM:DRW: .../...04/15/2020 B3 W12 (a) 10'1"2AB C D E F G H I J K L MN OPQRS TU VWX 5 12 8 12 4X5(**) 5X7(**) 5X7(**) 6X8(**) 5X7(**) 6X8 5X7(**) 3X4(**)3X4(**) 8X8(**) 5X7(**) 4X10 3X8 3X8(**) 23'8"12 22'2"4 6'9" 6'9" 10'3" 3'6" 16' 5'9" 21'9" 5'9" 23'8"12 1'11"12 29'8"8 5'11"12 35'8"4 5'11"12 41'2" 5'5"12 45'11" 4'9" 10'4"12 10'4"12 16'3"8 5'10"12 23'10"8 7'7" 31'2"12 7'4"4 35'6"8 4'3"12 41'3"12 5'9"4 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"53'2"15'6"11'10'9"1111'4"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x6 SP #2:Webs 2x4 SP #3 :W6 2x4 SP #2::W13 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 111 0.15 23.60BC 120 23.60 35.69BC 75 35.69 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-9-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 826 /- /-/396 /281 /335 V 1830 /- /-/797 /439 /- M 879 /- /-/505 /258 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5VBrg Width = 5.5 Min Req =1.8 M Brg Width = 5.5 Min Req =1.5 Bearings B, V, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 689 -1378 C - D 880 -1493 D - E 639 -1010E - F 639 -1010 F - G 358 -243 Chords Tens.Comp. G - H 328 -178 H - I 621 -1215 I - J 436 -1200 J - K 466 -1190K - L 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1212 -548 X - W 973 -404 W -V 399 -261 V - T 0 0 U - Q 360 0 Chords Tens.Comp. S - R 0 0 Q - O 400 0 R - P 0 -54 P - N 5 -48 N - M 89 -32 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - X 402 -541 X - D 662 -398 D - W 177 -141 W -F 754 -232 E - W 219 -346 F - V 501 -798 V - U 266 -1231 G - U 250 -316 U - H 43 -905 Webs Tens.Comp. H - O 1073 -407 Q - R 93 0 O - P 207 0 O - I 277 -353 O - J 204 -157 O - N 1129 -330 J - N 158 -424 N - K 995 -328 K - M 458 -844 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.33 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.59 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.336 S 796 240 VERT(CL):0.536 S 499 225 HORZ(LL):-0.030 I - - HORZ(TL):0.047 I - - Creep Factor: 2.0 Max TC CSI:0.505 Max BC CSI:0.980 Max Web CSI:0.957 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T20 Ply: 1 Qty:1 Wgt: 301.7 lbs SEQN: 17484 / T31 / COMN FROM:DRW: .../...04/15/2020 B3 W6 W13 (a) 10'1"2AB C D E F G H I J K L MN OPQRS TU VWX 5 12 8 12 4X5(**) 5X7(**) 5X7(**) 6X8(**) 5X7(**) 6X8 5X7(**) 3X4(**)3X4(**) 8X8(**) 5X7(**) 4X10 3X8 3X8(**) 23'8"12 22'2"4 6'9" 6'9" 8'3" 1'6" 14' 5'9" 19'9" 5'9" 23'8"12 3'11"12 29'8"8 5'11"12 35'8"4 5'11"12 41'2" 5'5"12 45'11" 4'9" 6'9" 6'9" 14' 7'3" 23'10"8 9'10"8 31'2"12 7'4"4 35'6"8 4'3"12 41'3"12 5'9"4 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"53'2"14'2"11'10'9"1111'4"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x6 SP #2:Webs 2x4 SP #3 :W6 2x4 SP #2::W13 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51 BC 111 0.15 23.60BC 120 23.60 35.69BC 75 35.69 45.92Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is10-9-11. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 826 /- /-/396 /281 /335 V 1830 /- /-/797 /439 /- M 879 /- /-/505 /258 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5VBrg Width = 5.5 Min Req =1.8 M Brg Width = 5.5 Min Req =1.5 Bearings B, V, & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 689 -1378 C - D 880 -1493 D - E 639 -1010E - F 639 -1010 F - G 358 -243 Chords Tens.Comp. G - H 328 -178 H - I 621 -1215 I - J 436 -1200 J - K 466 -1190K - L 37 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - X 1212 -548 X - W 973 -404 W -V 399 -261 V - T 0 0 U - Q 360 0 Chords Tens.Comp. S - R 0 0 Q - O 400 0 R - P 0 -54 P - N 5 -48 N - M 89 -32 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - X 402 -541 X - D 662 -398 D - W 177 -141 W -F 754 -232 E - W 219 -346 F - V 501 -798 V - U 266 -1231 G - U 250 -316 U - H 43 -905 Webs Tens.Comp. H - O 1073 -407 Q - R 93 0 O - P 207 0 O - I 277 -353 O - J 204 -157 O - N 1129 -330 J - N 158 -424 N - K 995 -328 K - M 458 -844 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.33 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.59 ft Loc. from endwall: not in 13.00 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.336 S 796 240 VERT(CL):0.536 S 499 225 HORZ(LL):-0.030 I - - HORZ(TL):0.047 I - - Creep Factor: 2.0 Max TC CSI:0.505 Max BC CSI:0.980 Max Web CSI:0.957 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T20 Ply: 1 Qty:1 Wgt: 301.7 lbs SEQN: 17484 / T31 / COMN FROM:DRW: .../...04/15/2020 B3 W6 W13 (a) 10'1"2AB C D E F G H I J K L MN OPQRS TU VWX 5 12 8 12 4X5(**) 5X7(**) 5X7(**) 6X8(**) 5X7(**) 6X8 5X7(**) 3X4(**)3X4(**) 8X8(**) 5X7(**) 4X10 3X8 3X8(**) 23'8"12 22'2"4 6'9" 6'9" 8'3" 1'6" 14' 5'9" 19'9" 5'9" 23'8"12 3'11"12 29'8"8 5'11"12 35'8"4 5'11"12 41'2" 5'5"12 45'11" 4'9" 6'9" 6'9" 14' 7'3" 23'10"8 9'10"8 31'2"12 7'4"4 35'6"8 4'3"12 41'3"12 5'9"4 45'11" 4'7"41'6"8 1'6"8 4"5 1'2"53'2"14'2"11'10'9"1111'4"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP #1: Bot chord 2x4 SP #2Webs 2x4 SP #3 :W11 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 4.25TC: From 28 plf at 4.25 to 28 plf at 21.31TC: From 55 plf at 21.31 to 55 plf at 27.29 TC: From 57 plf at 27.29 to 57 plf at 41.17TC: From 55 plf at 41.17 to 55 plf at 47.57BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.21BC: From 5 plf at 4.21 to 5 plf at 21.31 BC: From 10 plf at 21.31 to 10 plf at 45.92BC: From 4 plf at 45.92 to 4 plf at 47.57TC: 123 lb Conc. Load at 4.21TC: 100 lb Conc. Load at 5.06, 7.06, 9.06, 9.44TC: 113 lb Conc. Load at 11.44TC: 384 lb Conc. Load at 17.26TC: 137 lb Conc. Load at 19.31,21.31BC: 33 lb Conc. Load at 4.21BC: 55 lb Conc. Load at 5.06, 7.06, 9.06, 9.44BC: 98 lb Conc. Load at 11.44 BC: 142 lb Conc. Load at 17.26BC: 77 lb Conc. Load at 19.31,21.31 Plating Notes (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51BC 47 0.15 45.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is7-7-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1232 /- /- /-/378 /- P 2857 /- /- /-/813 /- N 578 /- /- /-/192 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5PBrg Width = 5.5 Min Req =3.4 N Brg Width = 5.5 Min Req =1.5 Bearings B, P, & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -17 B - C 714 -2521 C - D 974 -3457 D - E 974 -3457E - F 301 -1394 F - G 268 -1283 Chords Tens.Comp. G - H 2576 -765 H - I 2577 -765 I - J 251 -356 J - K 249 -347K - L 10 -253 L - M 37 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2290 -642 S - R 2300 -637 R - Q 2211 -542 Chords Tens.Comp. Q - P 166 -529 P - O 357 -1712 O - N 514 -168 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - S 137 0 C - R 1238 -353R - E 1389 -455 D - R 261 -524 E - Q 402 -1393 F - Q 88 -67 Q - G 2078 -550 G - P 758 -2594 Webs Tens.Comp. P - I 495 -1468 H - P 122 -271I - O 1622 -430 J - O 215 -376 O - K 127 -319 K - N 217 -437 L - N 111 -299 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.231 D 999 240 VERT(CL):0.391 D 722 226 HORZ(LL):0.044 C - - HORZ(TL):0.075 C - - Creep Factor: 2.0 Max TC CSI:0.937 Max BC CSI:0.978 Max Web CSI:0.885 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T21 Ply: 1 Qty:1 Wgt: 249.9 lbs SEQN: 17583 / T37 / COMN FROM:DRW: .../...04/15/2020 T2 W11 10'1"2AB C D E F G H I J K L M NOPQRS 5 12 8 12 4X5(**) 5X7(**) 3X4 3X4 6X12(**) 5X7(**) 5X7(**) 6X10(**) 5X7 3X4 6X8(**) 6X8(**) 5X7(**) 6X8(**) H0510(**) 3X4 3X8(**) 23'8"12 22'2"4 4'3" 4'3" 10'1"12 5'10"12 15'9" 5'7"4 17'3" 1'6" 20'6"12 3'3"12 23'8"12 3'2" 27'3"7 3'6"11 34'6"8 7'3" 41'2" 6'7"8 45'11" 4'9" 4'4"12 4'4"12 10' 5'7"4 17'4"12 7'4"12 23'8"12 6'4" 34'6"8 10'9"12 45'11" 11'4"81'6"8 1'6"8 4"5 1'2"52'1"92'9"13'2"17'7"18'2"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP #1: Bot chord 2x4 SP #2Webs 2x4 SP #3 :W11 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 4.25TC: From 28 plf at 4.25 to 28 plf at 21.31TC: From 55 plf at 21.31 to 55 plf at 27.29 TC: From 57 plf at 27.29 to 57 plf at 41.17TC: From 55 plf at 41.17 to 55 plf at 47.57BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.21BC: From 5 plf at 4.21 to 5 plf at 21.31 BC: From 10 plf at 21.31 to 10 plf at 45.92BC: From 4 plf at 45.92 to 4 plf at 47.57TC: 123 lb Conc. Load at 4.21TC: 100 lb Conc. Load at 5.06, 7.06, 9.06, 9.44TC: 113 lb Conc. Load at 11.44TC: 384 lb Conc. Load at 17.26TC: 137 lb Conc. Load at 19.31,21.31BC: 33 lb Conc. Load at 4.21BC: 55 lb Conc. Load at 5.06, 7.06, 9.06, 9.44BC: 98 lb Conc. Load at 11.44 BC: 142 lb Conc. Load at 17.26BC: 77 lb Conc. Load at 19.31,21.31 Plating Notes (**) 12 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 47.51BC 47 0.15 45.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. The overall height of this truss excluding overhang is7-7-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1232 /- /- /-/378 /- P 2857 /- /- /-/813 /- N 578 /- /- /-/192 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5PBrg Width = 5.5 Min Req =3.4 N Brg Width = 5.5 Min Req =1.5 Bearings B, P, & N Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -17 B - C 714 -2521 C - D 974 -3457 D - E 974 -3457E - F 301 -1394 F - G 268 -1283 Chords Tens.Comp. G - H 2576 -765 H - I 2577 -765 I - J 251 -356 J - K 249 -347K - L 10 -253 L - M 37 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - S 2290 -642 S - R 2300 -637 R - Q 2211 -542 Chords Tens.Comp. Q - P 166 -529 P - O 357 -1712 O - N 514 -168 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - S 137 0 C - R 1238 -353R - E 1389 -455 D - R 261 -524 E - Q 402 -1393 F - Q 88 -67 Q - G 2078 -550 G - P 758 -2594 Webs Tens.Comp. P - I 495 -1468 H - P 122 -271I - O 1622 -430 J - O 215 -376 O - K 127 -319 K - N 217 -437 L - N 111 -299 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: 4.59 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.231 D 999 240 VERT(CL):0.391 D 722 226 HORZ(LL):0.044 C - - HORZ(TL):0.075 C - - Creep Factor: 2.0 Max TC CSI:0.937 Max BC CSI:0.978 Max Web CSI:0.885 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T21 Ply: 1 Qty:1 Wgt: 249.9 lbs SEQN: 17583 / T37 / COMN FROM:DRW: .../...04/15/2020 T2 W11 10'1"2AB C D E F G H I J K L M NOPQRS 5 12 8 12 4X5(**) 5X7(**) 3X4 3X4 6X12(**) 5X7(**) 5X7(**) 6X10(**) 5X7 3X4 6X8(**) 6X8(**) 5X7(**) 6X8(**) H0510(**) 3X4 3X8(**) 23'8"12 22'2"4 4'3" 4'3" 10'1"12 5'10"12 15'9" 5'7"4 17'3" 1'6" 20'6"12 3'3"12 23'8"12 3'2" 27'3"7 3'6"11 34'6"8 7'3" 41'2" 6'7"8 45'11" 4'9" 4'4"12 4'4"12 10' 5'7"4 17'4"12 7'4"12 23'8"12 6'4" 34'6"8 10'9"12 45'11" 11'4"81'6"8 1'6"8 4"5 1'2"52'1"92'9"13'2"17'7"18'2"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP 2400f-2.0EWebs 2x4 SP #2 :W1, W2 2x6 SP #2::W4 2x4 SP #3: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 31.54BC: From 5 plf at 0.00 to 5 plf at 31.54BC: 598 lb Conc. Load at 2.35BC: 591 lb Conc. Load at 4.35, 6.35BC: 884 lb Conc. Load at 8.35BC: 1358 lb Conc. Load at 10.36,12.36,16.36BC: 1355 lb Conc. Load at 14.36BC: 1447 lb Conc. Load at 18.36,20.36 BC: 985 lb Conc. Load at 22.35,24.35,26.35BC: 1072 lb Conc. Load at 28.35,29.06,31.06 Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In 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 31.54BC 117 0.00 31.54Apply 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. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Camber Max JT VERT DEFL: LL: 0.29" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL N 7817 /- /- /-/2662 /- H 10350 /- /- /-/3524 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req =4.1 H Brg Width = 3.5 Min Req =-Bearings N & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 1261 -3705 C - D 2092 -6144 Chords Tens.Comp. D - E 2173 -6381 E - F 1441 -4232 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 3516 -1198 M - L 6009 -2047 L - K 7108 -2420 Chords Tens.Comp. K - J 7108 -2420 J - I 6263 -2133 I - H 4016 -1368 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 41 -57 N - B 1743 -5118 B - M 3636 -1224 M - C 1201 -3525 C - L 2609 -877 L - D 494 -1449 D - K 1825 -609 Webs Tens.Comp. D - J 372 -1092 J - E 2291 -769 E - I 1059 -3106 I - F 4166 -1405 F - H 1991 -5845 G - H 30 -57 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.09 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.15 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.291 K 999 302 VERT(CL):0.466 K 811 302 HORZ(LL):0.086 A - - HORZ(TL):0.138 A - - Creep Factor: 2.0 Max TC CSI:0.957 Max BC CSI:0.976 Max Web CSI:0.942 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T22 Ply: 2 Qty:1 Wgt: 527.8 lbs SEQN: 17576 / T50 / FLAT FROM: Page 1 of 2 DRW: .../...04/15/2020 W1 W2 W4 W4 W4 W4 W2 W1 BL1 (a) (a) (a)(a) (a) (a) 10'1"2 A B C D E F G HIJKLMN 3X4 H0612(**) 8X8(**) 8X8(R) 5X7(**) H1010(**)(I) 6X8(**) 4X8 H1010(**)(I) 5X7(**) 8X8(R) 8X8(**)3X4 H0612(**) 31'6"8 5'3"5 5'3"5 10'5"11 5'2"5 15'9"4 5'3"9 21'0"13 5'3"9 26'3"3 5'2"5 31'6"8 5'3"5 5'7"13 5'7"13 10'9"4 5'1"7 15'9"4 5' 20'9"4 5' 25'10"11 5'1"7 31'6"8 5'7"136'2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP 2400f-2.0EWebs 2x4 SP #2 :W1, W2 2x6 SP #2::W4 2x4 SP #3: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 6.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 27 plf at 0.00 to 27 plf at 31.54BC: From 5 plf at 0.00 to 5 plf at 31.54BC: 598 lb Conc. Load at 2.35BC: 591 lb Conc. Load at 4.35, 6.35BC: 884 lb Conc. Load at 8.35BC: 1358 lb Conc. Load at 10.36,12.36,16.36BC: 1355 lb Conc. Load at 14.36BC: 1447 lb Conc. Load at 18.36,20.36 BC: 985 lb Conc. Load at 22.35,24.35,26.35BC: 1072 lb Conc. Load at 28.35,29.06,31.06 Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In 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 31.54BC 117 0.00 31.54Apply 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. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Camber Max JT VERT DEFL: LL: 0.29" DL: 0.17". See detail DEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL N 7817 /- /- /-/2662 /- H 10350 /- /- /-/3524 /- Wind reactions based on MWFRS N Brg Width = 5.5 Min Req =4.1 H Brg Width = 3.5 Min Req =-Bearings N & H Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 0 B - C 1261 -3705 C - D 2092 -6144 Chords Tens.Comp. D - E 2173 -6381 E - F 1441 -4232 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. N - M 3516 -1198 M - L 6009 -2047 L - K 7108 -2420 Chords Tens.Comp. K - J 7108 -2420 J - I 6263 -2133 I - H 4016 -1368 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 41 -57 N - B 1743 -5118 B - M 3636 -1224 M - C 1201 -3525 C - L 2609 -877 L - D 494 -1449 D - K 1825 -609 Webs Tens.Comp. D - J 372 -1092 J - E 2291 -769 E - I 1059 -3106 I - F 4166 -1405 F - H 1991 -5845 G - H 30 -57 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.09 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.15 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.291 K 999 302 VERT(CL):0.466 K 811 302 HORZ(LL):0.086 A - - HORZ(TL):0.138 A - - Creep Factor: 2.0 Max TC CSI:0.957 Max BC CSI:0.976 Max Web CSI:0.942 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T22 Ply: 2 Qty:1 Wgt: 527.8 lbs SEQN: 17576 / T50 / FLAT FROM: Page 1 of 2 DRW: .../...04/15/2020 W1 W2 W4 W4 W4 W4 W2 W1 BL1 (a) (a) (a)(a) (a) (a) 10'1"2 A B C D E F G HIJKLMN 3X4 H0612(**) 8X8(**) 8X8(R) 5X7(**) H1010(**)(I) 6X8(**) 4X8 H1010(**)(I) 5X7(**) 8X8(R) 8X8(**)3X4 H0612(**) 31'6"8 5'3"5 5'3"5 10'5"11 5'2"5 15'9"4 5'3"9 21'0"13 5'3"9 26'3"3 5'2"5 31'6"8 5'3"5 5'7"13 5'7"13 10'9"4 5'1"7 15'9"4 5' 20'9"4 5' 25'10"11 5'1"7 31'6"8 5'7"136'This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Bearing Block(s) Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate2 31.250' 2 12" 14 SP StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is6-0-0. Job Number:86460 Pujadas Res. Truss Label:T22 Ply: 2 Qty:1 Wgt: 527.8 lbs SEQN: 17576 / T50 / FLAT FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #1 :B2 2x4 SP #2:Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 22.75BC 120 0.00 22.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is7-7-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL J 527 /- /-/274 /147 /185 H 831 /- /-/344 /262 /- K 280 /- /-/153 /61 /- Wind reactions based on MWFRS J Brg Width = 5.5 Min Req =1.5HBrg Width = 5.5 Min Req =1.5 K Brg Width = 5.5 Min Req =1.5 Bearings J, H, & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 83 -255 C - D 93 -223 Chords Tens.Comp. D - E 231 -34 E - F 98 -183 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 425 -144 I - H 147 -46 Chords Tens.Comp. H - G 191 -30 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 248 -296 J - C 133 -342 C - I 277 -356 I - D 306 -58 Webs Tens.Comp. D - H 234 -639 H - E 254 -309 E - G 70 -87 F - G 137 -192 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 C 999 240 VERT(CL):0.020 C 999 180 HORZ(LL):0.006 G - - HORZ(TL):0.009 G - - Creep Factor: 2.0 Max TC CSI:0.822 Max BC CSI:0.703 Max Web CSI:0.685 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T23 Ply: 1 Qty:1 Wgt: 141.4 lbs SEQN: 17569 / T44 / SPEC FROM:DRW: .../...04/15/2020 B2 W1 W1 10'1"2 A B C D E F GHIJK 5 12 8 12 3X4 3X8(**) 5X7(**) 5X5(**) 4X8(**) 3X4 6X8(**) 3X4 3X8(**) 13'6"12 8'10"12 3"8 4'9" 4'9" 11'4"8 6'7"8 18' 6'7"8 22'9" 4'9" 11'2"12 11'2"12 13'6"12 2'4" 22'9" 9'2"41'6"8 1'2"53'2"17'7"12. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #1 :B2 2x4 SP #2:Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 22.75BC 120 0.00 22.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is7-7-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL J 527 /- /-/274 /147 /185 H 831 /- /-/344 /262 /- K 280 /- /-/153 /61 /- Wind reactions based on MWFRS J Brg Width = 5.5 Min Req =1.5HBrg Width = 5.5 Min Req =1.5 K Brg Width = 5.5 Min Req =1.5 Bearings J, H, & K Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 0 B - C 83 -255 C - D 93 -223 Chords Tens.Comp. D - E 231 -34 E - F 98 -183 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 425 -144 I - H 147 -46 Chords Tens.Comp. H - G 191 -30 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - J 248 -296 J - C 133 -342 C - I 277 -356 I - D 306 -58 Webs Tens.Comp. D - H 234 -639 H - E 254 -309 E - G 70 -87 F - G 137 -192 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: 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 C 999 240 VERT(CL):0.020 C 999 180 HORZ(LL):0.006 G - - HORZ(TL):0.009 G - - Creep Factor: 2.0 Max TC CSI:0.822 Max BC CSI:0.703 Max Web CSI:0.685 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T23 Ply: 1 Qty:1 Wgt: 141.4 lbs SEQN: 17569 / T44 / SPEC FROM:DRW: .../...04/15/2020 B2 W1 W1 10'1"2 A B C D E F GHIJK 5 12 8 12 3X4 3X8(**) 5X7(**) 5X5(**) 4X8(**) 3X4 6X8(**) 3X4 3X8(**) 13'6"12 8'10"12 3"8 4'9" 4'9" 11'4"8 6'7"8 18' 6'7"8 22'9" 4'9" 11'2"12 11'2"12 13'6"12 2'4" 22'9" 9'2"41'6"8 1'2"53'2"17'7"1This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 4.00TC: From 28 plf at 4.00 to 28 plf at 12.07TC: From 55 plf at 12.07 to 55 plf at 24.40 BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.01BC: From 5 plf at 4.01 to 5 plf at 12.07BC: From 10 plf at 12.07 to 10 plf at 22.75BC: From 4 plf at 22.75 to 4 plf at 24.40 TC: 173 lb Conc. Load at 4.01TC: 110 lb Conc. Load at 6.07, 8.07,10.07,12.07BC: 143 lb Conc. Load at 4.01BC: 60 lb Conc. Load at 6.07, 8.07,10.07,12.07 Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 24.35 BC 75 0.00 22.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL O 785 /- /- /-/168 /- L 1398 /- /- /-/266 /- P 271 /-31 /- /-/117 /- Wind reactions based on MWFRS O Brg Width = 5.5 Min Req =1.5LBrg Width = 5.5 Min Req =1.6 P Brg Width = 9.0 Min Req =1.5 Bearings O, L, & P Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -17 B - C 155 -1033 C - D 89 -717 D - E 89 -717 Chords Tens.Comp. E - F 484 -71 F - G 484 -71 G - H 148 -130 H - I 37 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 44 -1N - M 921 -124 M - L 164 -12 Chords Tens.Comp. L - K 107 -128K - J 52 -6 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - O 175 -771 B - N 904 -125 C - N 88 0 C - M 38 -242D - M 120 -383 M - E 873 -120 Webs Tens.Comp. E - L 128 -998 L - G 114 -563 F - L 152 -336 G - K 129 0K - H 93 -141 H - J 126 -252 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.022 N 999 240 VERT(CL):0.035 N 999 180 HORZ(LL):0.006 J - - HORZ(TL):0.009 J - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.418 Max Web CSI:0.345 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T24 Ply: 1 Qty:1 Wgt: 140.0 lbs SEQN: 17573 / T14 / COMN FROM:DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D E F G H I JKLMNOP 5 12 3X8 3X4 4X8(**) 4X4 3X4 5X7(**) 4X4 3X4 5X7(**) 4X8(**) 4X4 3X8 3X4 13'6"12 9'2"4 4'0"1 4'0"1 9'2"5 5'2"4 11'4"8 2'2"4 13'6"12 2'2"4 18'9" 5'2"4 22'9" 4' 4'0"1 4'0"1 9'2"5 5'2"4 13'6"12 4'4"7 18'9" 5'2"4 22'9" 4'1'6"8 1'6"8 1'2"52'10"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 4.00TC: From 28 plf at 4.00 to 28 plf at 12.07TC: From 55 plf at 12.07 to 55 plf at 24.40 BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.01BC: From 5 plf at 4.01 to 5 plf at 12.07BC: From 10 plf at 12.07 to 10 plf at 22.75BC: From 4 plf at 22.75 to 4 plf at 24.40 TC: 173 lb Conc. Load at 4.01TC: 110 lb Conc. Load at 6.07, 8.07,10.07,12.07BC: 143 lb Conc. Load at 4.01BC: 60 lb Conc. Load at 6.07, 8.07,10.07,12.07 Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 24.35 BC 75 0.00 22.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL O 785 /- /- /-/168 /- L 1398 /- /- /-/266 /- P 271 /-31 /- /-/117 /- Wind reactions based on MWFRS O Brg Width = 5.5 Min Req =1.5LBrg Width = 5.5 Min Req =1.6 P Brg Width = 9.0 Min Req =1.5 Bearings O, L, & P Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. A - B 37 -17 B - C 155 -1033 C - D 89 -717 D - E 89 -717 Chords Tens.Comp. E - F 484 -71 F - G 484 -71 G - H 148 -130 H - I 37 -17 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 44 -1N - M 921 -124 M - L 164 -12 Chords Tens.Comp. L - K 107 -128K - J 52 -6 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - O 175 -771 B - N 904 -125 C - N 88 0 C - M 38 -242D - M 120 -383 M - E 873 -120 Webs Tens.Comp. E - L 128 -998 L - G 114 -563 F - L 152 -336 G - K 129 0K - H 93 -141 H - J 126 -252 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.022 N 999 240 VERT(CL):0.035 N 999 180 HORZ(LL):0.006 J - - HORZ(TL):0.009 J - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.418 Max Web CSI:0.345 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T24 Ply: 1 Qty:1 Wgt: 140.0 lbs SEQN: 17573 / T14 / COMN FROM:DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D E F G H I JKLMNOP 5 12 3X8 3X4 4X8(**) 4X4 3X4 5X7(**) 4X4 3X4 5X7(**) 4X8(**) 4X4 3X8 3X4 13'6"12 9'2"4 4'0"1 4'0"1 9'2"5 5'2"4 11'4"8 2'2"4 13'6"12 2'2"4 18'9" 5'2"4 22'9" 4' 4'0"1 4'0"1 9'2"5 5'2"4 13'6"12 4'4"7 18'9" 5'2"4 22'9" 4'1'6"8 1'6"8 1'2"52'10"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 120 0.15 17.79Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-6-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 724 /- /-/371 /33 /275 F 680 /- /-/404 /162 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 96 -1122 Chords Tens.Comp. C - D 42 -826 D - E 66 -104 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 980 -425 Chords Tens.Comp. G - F 394 -191 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - G 255 -501 G - D 593 -129 Webs Tens.Comp. D - F 306 -631 E - F 111 -119 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.19 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 C 999 240 VERT(CL):0.060 C 999 180 HORZ(LL):-0.022 E - - HORZ(TL):0.035 E - - Creep Factor: 2.0 Max TC CSI:0.491 Max BC CSI:0.743 Max Web CSI:0.244 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T25 Ply: 1 Qty:5 Wgt: 103.6 lbs SEQN: 17592 / T81 / COMN FROM:DRW: .../...04/15/2020 (a) (a) 10'1"2A B C D E FG 5 12 8 12 3X4(**) 5X7(**) 5X5(**) 3X4 3X4(**) 4X5(R) 17'9"8 6'9" 6'9" 12'6"8 5'9"8 17'9"8 5'3" 9'9"8 9'9"8 17'9"8 8'1'6"8 4"5 10'6"63'2"111'1"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 120 0.15 17.79Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-6-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 724 /- /-/371 /33 /275 F 680 /- /-/404 /162 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 F Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 96 -1122 Chords Tens.Comp. C - D 42 -826 D - E 66 -104 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 980 -425 Chords Tens.Comp. G - F 394 -191 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - G 255 -501 G - D 593 -129 Webs Tens.Comp. D - F 306 -631 E - F 111 -119 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.19 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.039 C 999 240 VERT(CL):0.060 C 999 180 HORZ(LL):-0.022 E - - HORZ(TL):0.035 E - - Creep Factor: 2.0 Max TC CSI:0.491 Max BC CSI:0.743 Max Web CSI:0.244 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T25 Ply: 1 Qty:5 Wgt: 103.6 lbs SEQN: 17592 / T81 / COMN FROM:DRW: .../...04/15/2020 (a) (a) 10'1"2A B C D E FG 5 12 8 12 3X4(**) 5X7(**) 5X5(**) 3X4 3X4(**) 4X5(R) 17'9"8 6'9" 6'9" 12'6"8 5'9"8 17'9"8 5'3" 9'9"8 9'9"8 17'9"8 8'1'6"8 4"5 10'6"63'2"111'1"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.66Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 10-6-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 686 /- /-/367 /32 /275 G 592 /- /-/404 /165 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 0 -717 C - D 255 -1301 Chords Tens.Comp. D - E 60 -732 E - F 85 -112 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 543 -314 C - K 1322 -639 Chords Tens.Comp. K - I 1214 -580 I - H 532 -268 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - J 512 -884 K - J 678 -370 D - I 331 -714 I - E 482 -115 Webs Tens.Comp. E - H 349 -691 H - G 335 -592 H - F 133 -149 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.19 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.392 J 535 240 VERT(CL):0.649 J 323 180 HORZ(LL):0.124 I - - HORZ(TL):0.206 I - - Creep Factor: 2.0 Max TC CSI:0.512 Max BC CSI:0.585 Max Web CSI:0.824 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T26 Ply: 1 Qty:3 Wgt: 107.8 lbs SEQN: 17614 / T82 / COMN FROM:DRW: .../...04/15/2020 T2 B2 (a) 10'1"2A B C D E F G HI JK 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X5(**) 3X4 3X4 4X4 3X4(**) 17'9"8 6'9" 6'9" 11'8"4 4'11"4 17'9"8 6'1"4 2'6"5 2'6"5 3'5" 10"11 11'4"12 7'11"12 17'6" 6'1"4 17'9"8 3"8 1'6"8 1'4"5 10'6"63'2"111'1"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.66Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 10-6-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 686 /- /-/367 /32 /275 G 592 /- /-/404 /165 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 0 -717 C - D 255 -1301 Chords Tens.Comp. D - E 60 -732 E - F 85 -112 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 543 -314 C - K 1322 -639 Chords Tens.Comp. K - I 1214 -580 I - H 532 -268 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - J 512 -884 K - J 678 -370 D - I 331 -714 I - E 482 -115 Webs Tens.Comp. E - H 349 -691 H - G 335 -592 H - F 133 -149 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.19 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.392 J 535 240 VERT(CL):0.649 J 323 180 HORZ(LL):0.124 I - - HORZ(TL):0.206 I - - Creep Factor: 2.0 Max TC CSI:0.512 Max BC CSI:0.585 Max Web CSI:0.824 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T26 Ply: 1 Qty:3 Wgt: 107.8 lbs SEQN: 17614 / T82 / COMN FROM:DRW: .../...04/15/2020 T2 B2 (a) 10'1"2A B C D E F G HI JK 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X5(**) 3X4 3X4 4X4 3X4(**) 17'9"8 6'9" 6'9" 11'8"4 4'11"4 17'9"8 6'1"4 2'6"5 2'6"5 3'5" 10"11 11'4"12 7'11"12 17'6" 6'1"4 17'9"8 3"8 1'6"8 1'4"5 10'6"63'2"111'1"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-6-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 685 /- /-/375 /46 /248 H 590 /- /-/371 /166 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 22 -717 C - D 320 -1299 Chords Tens.Comp. D - E 116 -732 E - F 37 -113 F - G 5 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 542 -321 C - L 1320 -664 Chords Tens.Comp. L - J 1212 -602 J - I 533 -279 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 524 -884 L - K 678 -378 D - J 344 -712 J - E 482 -120 Webs Tens.Comp. E - I 363 -692 I - H 330 -590 I - G 118 -145 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.393 K 533 240 VERT(CL):0.650 K 323 180 HORZ(LL):0.125 J - - HORZ(TL):0.206 J - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.663 Max Web CSI:0.825 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T27 Ply: 1 Qty:1 Wgt: 105.0 lbs SEQN: 17611 / T35 / COMN FROM:DRW: .../...04/15/2020 T1 B2 (a) 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X5(**) 3X4 3X4 4X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 11'8"4 4'11"4 16'3"8 4'7"4 17'9"8 1'6" 2'6"5 2'6"5 3'5" 10"11 11'4"12 7'11"12 17'6" 6'1"4 17'9"8 3"8 1'6"8 1'4"5 9'6"63'2"110'1"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-6-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 685 /- /-/375 /46 /248 H 590 /- /-/371 /166 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 22 -717 C - D 320 -1299 Chords Tens.Comp. D - E 116 -732 E - F 37 -113 F - G 5 -4 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 542 -321 C - L 1320 -664 Chords Tens.Comp. L - J 1212 -602 J - I 533 -279 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 524 -884 L - K 678 -378 D - J 344 -712 J - E 482 -120 Webs Tens.Comp. E - I 363 -692 I - H 330 -590 I - G 118 -145 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.393 K 533 240 VERT(CL):0.650 K 323 180 HORZ(LL):0.125 J - - HORZ(TL):0.206 J - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.663 Max Web CSI:0.825 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T27 Ply: 1 Qty:1 Wgt: 105.0 lbs SEQN: 17611 / T35 / COMN FROM:DRW: .../...04/15/2020 T1 B2 (a) 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X5(**) 3X4 3X4 4X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 11'8"4 4'11"4 16'3"8 4'7"4 17'9"8 1'6" 2'6"5 2'6"5 3'5" 10"11 11'4"12 7'11"12 17'6" 6'1"4 17'9"8 3"8 1'6"8 1'4"5 9'6"63'2"110'1"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is8-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 685 /- /-/381 /66 /214 H 587 /- /-/331 /169 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 87 -716 C - D 408 -1298 Chords Tens.Comp. D - E 187 -731 E - F 20 -112 F - G 5 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 542 -330 C - L 1319 -699 Chords Tens.Comp. L - J 1211 -636 J - I 532 -287 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 538 -883 L - K 677 -388 D - J 370 -711 J - E 481 -131 Webs Tens.Comp. E - I 373 -691 I - H 322 -587 I - G 103 -142 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.394 K 532 240 VERT(CL):0.649 K 323 180 HORZ(LL):0.125 J - - HORZ(TL):0.206 J - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.663 Max Web CSI:0.824 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T28 Ply: 1 Qty:1 Wgt: 102.2 lbs SEQN: 17617 / T52 / COMN FROM:DRW: .../...04/15/2020 T1 B2 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X5(**) 3X4 3X4 4X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 11'8"4 4'11"4 14'3"8 2'7"4 17'9"8 3'6" 2'6"5 2'6"5 3'5" 10"11 11'4"12 7'11"12 17'6" 6'1"4 17'9"8 3"8 1'6"8 1'4"5 8'2"63'2"18'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is8-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 685 /- /-/381 /66 /214 H 587 /- /-/331 /169 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 87 -716 C - D 408 -1298 Chords Tens.Comp. D - E 187 -731 E - F 20 -112 F - G 5 -3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 542 -330 C - L 1319 -699 Chords Tens.Comp. L - J 1211 -636 J - I 532 -287 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 538 -883 L - K 677 -388 D - J 370 -711 J - E 481 -131 Webs Tens.Comp. E - I 373 -691 I - H 322 -587 I - G 103 -142 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.394 K 532 240 VERT(CL):0.649 K 323 180 HORZ(LL):0.125 J - - HORZ(TL):0.206 J - - Creep Factor: 2.0 Max TC CSI:0.509 Max BC CSI:0.663 Max Web CSI:0.824 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T28 Ply: 1 Qty:1 Wgt: 102.2 lbs SEQN: 17617 / T52 / COMN FROM:DRW: .../...04/15/2020 T1 B2 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X5(**) 3X4 3X4 4X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 11'8"4 4'11"4 14'3"8 2'7"4 17'9"8 3'6" 2'6"5 2'6"5 3'5" 10"11 11'4"12 7'11"12 17'6" 6'1"4 17'9"8 3"8 1'6"8 1'4"5 8'2"63'2"18'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 685 /- /-/370 /56 /238 H 590 /- /-/366 /160 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 32 -672 C - D 402 -1310 Chords Tens.Comp. D - E 106 -622 E - F 146 -436 F - G 53 -69 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 493 -326 C - L 1329 -747 Chords Tens.Comp. L - J 1231 -685 J - I 315 -169 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 531 -803 L - K 622 -385 D - J 462 -838 E - J 175 0 Webs Tens.Comp. J - F 383 -237 F - I 324 -603 I - H 341 -590 I - G 84 -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 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.414 K 507 240 VERT(CL):0.684 K 307 180 HORZ(LL):0.132 J - - HORZ(TL):0.218 J - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.566 Max Web CSI:0.597 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T29 Ply: 1 Qty:1 Wgt: 117.6 lbs SEQN: 17620 / T78 / COMN FROM:DRW: .../...04/15/2020 T1 B2 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X7(**) 4X4(**) 3X8 5X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 12'3"8 5'6"8 14'3"8 2' 17'9"8 3'6" 2'6"5 2'6"5 3'5" 10"11 12'5"4 9'0"4 17'6" 5'0"12 17'9"8 3"8 1'6"8 1'4"5 9'2"63'2"16'10"69'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 685 /- /-/370 /56 /238 H 590 /- /-/366 /160 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 32 -672 C - D 402 -1310 Chords Tens.Comp. D - E 106 -622 E - F 146 -436 F - G 53 -69 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 493 -326 C - L 1329 -747 Chords Tens.Comp. L - J 1231 -685 J - I 315 -169 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 531 -803 L - K 622 -385 D - J 462 -838 E - J 175 0 Webs Tens.Comp. J - F 383 -237 F - I 324 -603 I - H 341 -590 I - G 84 -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 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.414 K 507 240 VERT(CL):0.684 K 307 180 HORZ(LL):0.132 J - - HORZ(TL):0.218 J - - Creep Factor: 2.0 Max TC CSI:0.554 Max BC CSI:0.566 Max Web CSI:0.597 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T29 Ply: 1 Qty:1 Wgt: 117.6 lbs SEQN: 17620 / T78 / COMN FROM:DRW: .../...04/15/2020 T1 B2 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4(R) 5X7(**) 4X4(**) 3X8 5X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 12'3"8 5'6"8 14'3"8 2' 17'9"8 3'6" 2'6"5 2'6"5 3'5" 10"11 12'5"4 9'0"4 17'6" 5'0"12 17'9"8 3"8 1'6"8 1'4"5 9'2"63'2"16'10"69'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/366 /58 /238 H 590 /- /-/370 /158 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 57 -751 C - D 409 -1329 Chords Tens.Comp. D - E 199 -824 E - F 200 -632 F - G 78 -103 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 581 -350 C - L 1353 -755 Chords Tens.Comp. L - J 1237 -688 J - I 570 -303 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 571 -948 L - K 722 -412 D - J 385 -692 E - J 363 -73 Webs Tens.Comp. J - F 217 -111 F - I 385 -721 I - H 335 -590 I - G 123 -137 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.362 K 580 240 VERT(CL):0.597 K 351 180 HORZ(LL):0.115 I - - HORZ(TL):0.190 I - - Creep Factor: 2.0 Max TC CSI:0.474 Max BC CSI:0.690 Max Web CSI:0.646 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T30 Ply: 1 Qty:1 Wgt: 110.6 lbs SEQN: 17623 / T77 / COMN FROM:DRW: .../...04/15/2020 T1 B2 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4 5X7(**) 4X4(**) 3X8 5X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 10'3"8 3'6"8 12'3"8 2' 17'9"8 5'6" 2'6"5 2'6"5 3'5" 10"11 10'5"4 7'0"4 17'6" 7'0"12 17'9"8 3"8 1'6"8 1'4"5 9'2"63'2"15'6"69'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T1 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/366 /58 /238 H 590 /- /-/370 /158 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 57 -751 C - D 409 -1329 Chords Tens.Comp. D - E 199 -824 E - F 200 -632 F - G 78 -103 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 581 -350 C - L 1353 -755 Chords Tens.Comp. L - J 1237 -688 J - I 570 -303 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 571 -948 L - K 722 -412 D - J 385 -692 E - J 363 -73 Webs Tens.Comp. J - F 217 -111 F - I 385 -721 I - H 335 -590 I - G 123 -137 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.362 K 580 240 VERT(CL):0.597 K 351 180 HORZ(LL):0.115 I - - HORZ(TL):0.190 I - - Creep Factor: 2.0 Max TC CSI:0.474 Max BC CSI:0.690 Max Web CSI:0.646 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T30 Ply: 1 Qty:1 Wgt: 110.6 lbs SEQN: 17623 / T77 / COMN FROM:DRW: .../...04/15/2020 T1 B2 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 3X4 5X7(**) 4X4(**) 3X8 5X5(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 10'3"8 3'6"8 12'3"8 2' 17'9"8 5'6" 2'6"5 2'6"5 3'5" 10"11 10'5"4 7'0"4 17'6" 7'0"12 17'9"8 3"8 1'6"8 1'4"5 9'2"63'2"15'6"69'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/362 /60 /238 H 591 /- /-/374 /156 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 123 -918 C - D 413 -1410 Chords Tens.Comp. D - E 337 -1167 E - F 279 -939 F - G 103 -136 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 766 -416 C - L 1446 -757 Chords Tens.Comp. L - J 1295 -677 J - I 988 -495 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 680 -1253 L - K 934 -487 D - J 323 -587 E - J 755 -291 Webs Tens.Comp. J - F 125 -183 F - I 534 -1058 I - H 324 -591 I - G 161 -182 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.339 K 618 240 VERT(CL):0.560 K 374 180 HORZ(LL):0.110 I - - HORZ(TL):0.181 I - - Creep Factor: 2.0 Max TC CSI:0.956 Max BC CSI:0.775 Max Web CSI:0.448 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T31 Ply: 1 Qty:1 Wgt: 106.4 lbs SEQN: 17626 / T76 / COMN FROM:DRW: .../...04/15/2020 B2 (a) 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 4X4 5X5(**) 4X4(**) 3X8 5X7(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 8'3"8 1'6"8 10'3"8 2' 17'9"8 7'6" 2'6"5 2'6"5 3'5" 10"11 8'5"4 5'0"4 17'6" 9'0"12 17'9"8 3"8 1'6"8 1'4"5 9'2"63'2"14'2"69'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/362 /60 /238 H 591 /- /-/374 /156 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 123 -918 C - D 413 -1410 Chords Tens.Comp. D - E 337 -1167 E - F 279 -939 F - G 103 -136 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 766 -416 C - L 1446 -757 Chords Tens.Comp. L - J 1295 -677 J - I 988 -495 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 680 -1253 L - K 934 -487 D - J 323 -587 E - J 755 -291 Webs Tens.Comp. J - F 125 -183 F - I 534 -1058 I - H 324 -591 I - G 161 -182 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.339 K 618 240 VERT(CL):0.560 K 374 180 HORZ(LL):0.110 I - - HORZ(TL):0.181 I - - Creep Factor: 2.0 Max TC CSI:0.956 Max BC CSI:0.775 Max Web CSI:0.448 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T31 Ply: 1 Qty:1 Wgt: 106.4 lbs SEQN: 17626 / T76 / COMN FROM:DRW: .../...04/15/2020 B2 (a) 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X8 3X4(**) 4X4 5X5(**) 4X4(**) 3X8 5X7(**) 4X4 3X4(**) 17'9"8 6'9" 6'9" 8'3"8 1'6"8 10'3"8 2' 17'9"8 7'6" 2'6"5 2'6"5 3'5" 10"11 8'5"4 5'0"4 17'6" 9'0"12 17'9"8 3"8 1'6"8 1'4"5 9'2"63'2"14'2"69'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/359 /64 /240 G 591 /- /-/379 /155 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 154 -994 C - D 442 -1596 Chords Tens.Comp. D - E 480 -1551 E - F 128 -167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 851 -445 C - K 1626 -782 Chords Tens.Comp. K - I 1459 -697 I - H 1791 -829 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - J 728 -1396 K - J 1030 -519 D - I 529 -152 I - E 209 -428 Webs Tens.Comp. E - H 846 -1817 H - G 316 -591 H - F 198 -229 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.273 J 770 240 VERT(CL):0.450 J 466 180 HORZ(LL):0.096 H - - HORZ(TL):0.159 H - - Creep Factor: 2.0 Max TC CSI:0.838 Max BC CSI:0.841 Max Web CSI:0.856 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T32 Ply: 1 Qty:1 Wgt: 102.2 lbs SEQN: 17629 / T66 / COMN FROM:DRW: .../...04/15/2020 T3 B2 (a) 10'1"2A B C D E F G HI JK 5 12 8 12 3X4(**) 4X10 4X4(**) 4X4 4X4(**) 3X4 6X8(**) 5X5 3X4(**) 17'9"8 6'3"8 6'3"8 8'5"9 2'2"1 17'9"8 9'3"15 2'6"5 2'6"5 3'5" 10"11 6'7" 3'2" 17'6" 10'11" 17'9"8 3"8 1'6"8 1'4"5 9'2"62'11"129'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/359 /64 /240 G 591 /- /-/379 /155 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 154 -994 C - D 442 -1596 Chords Tens.Comp. D - E 480 -1551 E - F 128 -167 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - J 851 -445 C - K 1626 -782 Chords Tens.Comp. K - I 1459 -697 I - H 1791 -829 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - J 728 -1396 K - J 1030 -519 D - I 529 -152 I - E 209 -428 Webs Tens.Comp. E - H 846 -1817 H - G 316 -591 H - F 198 -229 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.273 J 770 240 VERT(CL):0.450 J 466 180 HORZ(LL):0.096 H - - HORZ(TL):0.159 H - - Creep Factor: 2.0 Max TC CSI:0.838 Max BC CSI:0.841 Max Web CSI:0.856 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T32 Ply: 1 Qty:1 Wgt: 102.2 lbs SEQN: 17629 / T66 / COMN FROM:DRW: .../...04/15/2020 T3 B2 (a) 10'1"2A B C D E F G HI JK 5 12 8 12 3X4(**) 4X10 4X4(**) 4X4 4X4(**) 3X4 6X8(**) 5X5 3X4(**) 17'9"8 6'3"8 6'3"8 8'5"9 2'2"1 17'9"8 9'3"15 2'6"5 2'6"5 3'5" 10"11 6'7" 3'2" 17'6" 10'11" 17'9"8 3"8 1'6"8 1'4"5 9'2"62'11"129'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/356 /65 /239 H 591 /- /-/381 /152 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 141 -926 C - D 691 -1935 Chords Tens.Comp. D - E 795 -2666 E - F 885 -3013 F - G 122 -163 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 775 -432 C - L 1981 -1062 Chords Tens.Comp. L - J 1830 -980 J - I 1578 -782 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 706 -1272 L - K 947 -510 D - J 919 -111 J - E 260 -999 Webs Tens.Comp. J - F 1600 -422 F - I 801 -1608 I - H 323 -591 I - G 192 -219 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.265 K 792 240 VERT(CL):0.437 K 480 180 HORZ(LL):0.095 D - - HORZ(TL):0.156 D - - Creep Factor: 2.0 Max TC CSI:0.930 Max BC CSI:0.772 Max Web CSI:0.722 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T33 Ply: 1 Qty:1 Wgt: 103.6 lbs SEQN: 17632 / T83 / COMN FROM:DRW: .../...04/15/2020 T4 B2 (a) 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X10 3X4(**) 4X4 4X4(**) 6X8(**) 5X5(**) H0510(**) 5X5 3X4(**) 17'9"8 4'3"8 4'3"8 6'3"8 2' 8'9" 2'5"8 17'9"8 9'0"8 2'6"5 2'6"5 3'5" 10"11 17'6" 14'1" 17'9"8 3"8 1'6"8 1'4"5 9'2"62'1"123'2"19'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T4 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2 :B2 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 7 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. 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 -1.60 17.79BC 39 0.15 3.27BC 120 3.27 17.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 684 /- /-/356 /65 /239 H 591 /- /-/381 /152 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 H Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 141 -926 C - D 691 -1935 Chords Tens.Comp. D - E 795 -2666 E - F 885 -3013 F - G 122 -163 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 775 -432 C - L 1981 -1062 Chords Tens.Comp. L - J 1830 -980 J - I 1578 -782 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - K 706 -1272 L - K 947 -510 D - J 919 -111 J - E 260 -999 Webs Tens.Comp. J - F 1600 -422 F - I 801 -1608 I - H 323 -591 I - G 192 -219 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.265 K 792 240 VERT(CL):0.437 K 480 180 HORZ(LL):0.095 D - - HORZ(TL):0.156 D - - Creep Factor: 2.0 Max TC CSI:0.930 Max BC CSI:0.772 Max Web CSI:0.722 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T33 Ply: 1 Qty:1 Wgt: 103.6 lbs SEQN: 17632 / T83 / COMN FROM:DRW: .../...04/15/2020 T4 B2 (a) 10'1"2A B C D E F G H IJ KL 5 12 8 12 3X4(**) 4X10 3X4(**) 4X4 4X4(**) 6X8(**) 5X5(**) H0510(**) 5X5 3X4(**) 17'9"8 4'3"8 4'3"8 6'3"8 2' 8'9" 2'5"8 17'9"8 9'0"8 2'6"5 2'6"5 3'5" 10"11 17'6" 14'1" 17'9"8 3"8 1'6"8 1'4"5 9'2"62'1"123'2"19'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3 2x4 SP #1: :T4 2x4 SP 2400f-2.0E:Bot chord 2x4 SP #2 :B2 2x4 SP #1:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 8.75TC: From 57 plf at 8.75 to 57 plf at 17.79BC: From 4 plf at -1.65 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 17.79TC: 70 lb Conc. Load at 2.25BC: 33 lb Conc. Load at 2.25 Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79 BC 89 0.15 17.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 779 /- /- /-/262 /- G 598 /- /- /-/187 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 403 -1339 C - D 381 -1305 Chords Tens.Comp. D - E 380 -1287 E - F 120 -165 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1208 -355 I - H 1886 -573 Chords Tens.Comp. H - G 1074 -343 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - I 352 -93 I - D 224 -696 D - H 237 -736 Webs Tens.Comp. H - E 435 -7 E - G 360 -1126 F - G 103 -217 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.078 H 999 240 VERT(CL):0.129 H 999 180 HORZ(LL):-0.040 F - - HORZ(TL):0.067 F - - Creep Factor: 2.0 Max TC CSI:0.876 Max BC CSI:0.991 Max Web CSI:0.530 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T34 Ply: 1 Qty:1 Wgt: 100.8 lbs SEQN: 17635 / T85 / COMN FROM:DRW: .../...04/15/2020 T3 T4 B2 (a) (a) 10'1"2A B C D E F GHI 5 12 8 12 3X4(**) 4X4(**) 3X4 4X4(**) 5X7(**) 6X8(**) 3X4(**) 4X5(R) 17'9"8 2'3"8 2'3"8 4'3"8 2' 8'9" 4'5"8 17'9"8 9'0"8 2'7" 2'7" 7'9"8 5'2"8 17'9"8 10'1'6"8 4"5 9'2"61'3"123'2"19'9"92. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3 2x4 SP #1: :T4 2x4 SP 2400f-2.0E:Bot chord 2x4 SP #2 :B2 2x4 SP #1:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 8.75TC: From 57 plf at 8.75 to 57 plf at 17.79BC: From 4 plf at -1.65 to 4 plf at 0.00 BC: From 10 plf at 0.00 to 10 plf at 17.79TC: 70 lb Conc. Load at 2.25BC: 33 lb Conc. Load at 2.25 Plating Notes (**) 6 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 17.79 BC 89 0.15 17.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 779 /- /- /-/262 /- G 598 /- /- /-/187 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 G Brg Width = -Min Req =-Bearing B Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 403 -1339 C - D 381 -1305 Chords Tens.Comp. D - E 380 -1287 E - F 120 -165 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 1208 -355 I - H 1886 -573 Chords Tens.Comp. H - G 1074 -343 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - I 352 -93 I - D 224 -696 D - H 237 -736 Webs Tens.Comp. H - E 435 -7 E - G 360 -1126 F - G 103 -217 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.078 H 999 240 VERT(CL):0.129 H 999 180 HORZ(LL):-0.040 F - - HORZ(TL):0.067 F - - Creep Factor: 2.0 Max TC CSI:0.876 Max BC CSI:0.991 Max Web CSI:0.530 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T34 Ply: 1 Qty:1 Wgt: 100.8 lbs SEQN: 17635 / T85 / COMN FROM:DRW: .../...04/15/2020 T3 T4 B2 (a) (a) 10'1"2A B C D E F GHI 5 12 8 12 3X4(**) 4X4(**) 3X4 4X4(**) 5X7(**) 6X8(**) 3X4(**) 4X5(R) 17'9"8 2'3"8 2'3"8 4'3"8 2' 8'9" 4'5"8 17'9"8 9'0"8 2'7" 2'7" 7'9"8 5'2"8 17'9"8 10'1'6"8 4"5 9'2"61'3"123'2"19'9"9This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 15.79BC 75 0.15 15.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL D*66 /- /-/39 /19 /20 Wind reactions based on MWFRS D Brg Width = 189 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -180 Chords Tens.Comp. B - C 122 -166 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - E 114 -19 Chords Tens.Comp. E - D 127 -11 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. E - B 163 -464 B - D 306 -133 Webs Tens.Comp. C - D 190 -221 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 E 999 240 VERT(CL):0.023 E 999 180 HORZ(LL):-0.005 C - - HORZ(TL):0.011 E - - Creep Factor: 2.0 Max TC CSI:0.753 Max BC CSI:0.623 Max Web CSI:0.106 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T35 Ply: 1 Qty:1 Wgt: 82.6 lbs SEQN: 17638 / T2 / SPEC FROM:DRW: .../...04/15/2020 T2 (a) (a) 10'1"2 A B C DE 5 12 8 12 3X4(**) 3X4 6X10(**) 3X4(**) 4X5(R) 15'9"8 6'9" 6'9" 15'9"8 9'0"8 6'7"4 6'7"4 15'9"8 9'2"4 4"5 9'2"63'2"12. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP 2400f-2.0E: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 0.00 15.79BC 75 0.15 15.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is9-2-6. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL D*66 /- /-/39 /19 /20 Wind reactions based on MWFRS D Brg Width = 189 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 48 -180 Chords Tens.Comp. B - C 122 -166 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. A - E 114 -19 Chords Tens.Comp. E - D 127 -11 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. E - B 163 -464 B - D 306 -133 Webs Tens.Comp. C - D 190 -221 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.010 E 999 240 VERT(CL):0.023 E 999 180 HORZ(LL):-0.005 C - - HORZ(TL):0.011 E - - Creep Factor: 2.0 Max TC CSI:0.753 Max BC CSI:0.623 Max Web CSI:0.106 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T35 Ply: 1 Qty:1 Wgt: 82.6 lbs SEQN: 17638 / T2 / SPEC FROM:DRW: .../...04/15/2020 T2 (a) (a) 10'1"2 A B C DE 5 12 8 12 3X4(**) 3X4 6X10(**) 3X4(**) 4X5(R) 15'9"8 6'9" 6'9" 15'9"8 9'0"8 6'7"4 6'7"4 15'9"8 9'2"4 4"5 9'2"63'2"1This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 16.75BC 120 0.15 16.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-10-3. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 646 /- /-/316 /203 /98 D 546 /- /-/241 /166 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 5.5 Min Req =1.5Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 351 -885 Chords Tens.Comp. C - D 364 -885 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 750 -245 Chords Tens.Comp. E - D 750 -245 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 279 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 E 999 240 VERT(CL):0.052 E 999 180 HORZ(LL):0.013 E - - HORZ(TL):0.028 E - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.621 Max Web CSI:0.106 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T36 Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 17517 / T16 / COMN FROM:DRW: .../...04/15/2020 10'1"2A B C D E 5 12 3X4(**) 5X5(**) 5X5(**) 3X4(**) 16'9" 8'4"8 8'4"8 16'9" 8'4"8 8'4"8 8'4"8 16'9" 8'4"81'6"8 4"53'10"34'5"62. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 16.75BC 120 0.15 16.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-10-3. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 646 /- /-/316 /203 /98 D 546 /- /-/241 /166 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 5.5 Min Req =1.5Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 351 -885 Chords Tens.Comp. C - D 364 -885 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 750 -245 Chords Tens.Comp. E - D 750 -245 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 279 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 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 E 999 240 VERT(CL):0.052 E 999 180 HORZ(LL):0.013 E - - HORZ(TL):0.028 E - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.621 Max Web CSI:0.106 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T36 Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 17517 / T16 / COMN FROM:DRW: .../...04/15/2020 10'1"2A B C D E 5 12 3X4(**) 5X5(**) 5X5(**) 3X4(**) 16'9" 8'4"8 8'4"8 16'9" 8'4"8 8'4"8 8'4"8 16'9" 8'4"81'6"8 4"53'10"34'5"6This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 16.75BC 120 0.15 16.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-8-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 646 /- /-/312 /195 /95 D 546 /- /-/236 /158 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 5.5 Min Req =1.5Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 308 -855 Chords Tens.Comp. C - D 319 -855 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 715 -196 Chords Tens.Comp. E - D 715 -196 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 287 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 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.033 E 999 240 VERT(CL):0.060 E 999 180 HORZ(LL):0.018 E - - HORZ(TL):0.033 E - - Creep Factor: 2.0 Max TC CSI:0.964 Max BC CSI:0.626 Max Web CSI:0.109 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T37 Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 17524 / T12 / HIPS FROM:DRW: .../...04/15/2020 10'1"2A B C D E 5 12 3X4(**) 4X8(**) 5X5(**) 3X4(**) 16'9" 8' 8' 16'9" 8'9" 16'9" 16'9"1'6"8 4"53'8"54'3"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 16.75BC 120 0.15 16.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-8-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 646 /- /-/312 /195 /95 D 546 /- /-/236 /158 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 D Brg Width = 5.5 Min Req =1.5Bearings B & D Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 308 -855 Chords Tens.Comp. C - D 319 -855 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - E 715 -196 Chords Tens.Comp. E - D 715 -196 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 287 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 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.033 E 999 240 VERT(CL):0.060 E 999 180 HORZ(LL):0.018 E - - HORZ(TL):0.033 E - - Creep Factor: 2.0 Max TC CSI:0.964 Max BC CSI:0.626 Max Web CSI:0.109 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T37 Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 17524 / T12 / HIPS FROM:DRW: .../...04/15/2020 10'1"2A B C D E 5 12 3X4(**) 4X8(**) 5X5(**) 3X4(**) 16'9" 8' 8' 16'9" 8'9" 16'9" 16'9"1'6"8 4"53'8"54'3"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #1Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 16.75BC 100 0.15 16.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading #1 hip supports 6-0-0 jacks with no webs. Left side jacks have 6-0-0 setback with 0-0-0 cantand 1-7-14 overhang. End jacks have 6-0-0 setbackwith 0-0-0 cant and 1-7-14 overhang. Right side jackshave 6-0-0 setback with 0-0-0 cant and 0-0-0overhang. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-10-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1040 /- /- /-/332 /- E 936 /- /- /-/287 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = 5.5 Min Req =1.5Bearings B & E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -16 B - C 582 -1829 Chords Tens.Comp. C - D 540 -1906 D - E 587 -1839 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1638 -512 Chords Tens.Comp. F - E 1652 -518 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 394 -42 Webs Tens.Comp. F - D 374 -33 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 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 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):0.067 F 999 240 VERT(CL):0.110 F 999 180 HORZ(LL):0.022 F - - HORZ(TL):0.036 F - - Creep Factor: 2.0 Max TC CSI:0.466 Max BC CSI:0.983 Max Web CSI:0.150 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T38 Ply: 1 Qty:1 Wgt: 71.4 lbs SEQN: 17531 / T6 / HIPS FROM:DRW: .../...04/15/2020 10'1"2A B C D E F 5 12 4X4(**) 4X4(**) 5X7(**) 4X4(**) 4X4(**) 16'9" 6' 6' 10'9" 4'9" 16'9" 6' 8'4"8 8'4"8 16'9" 8'4"81'6"8 4"52'10"53'5"82. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #1Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 5 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 16.75BC 100 0.15 16.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading #1 hip supports 6-0-0 jacks with no webs. Left side jacks have 6-0-0 setback with 0-0-0 cantand 1-7-14 overhang. End jacks have 6-0-0 setbackwith 0-0-0 cant and 1-7-14 overhang. Right side jackshave 6-0-0 setback with 0-0-0 cant and 0-0-0overhang. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-10-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1040 /- /- /-/332 /- E 936 /- /- /-/287 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 E Brg Width = 5.5 Min Req =1.5Bearings B & E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -16 B - C 582 -1829 Chords Tens.Comp. C - D 540 -1906 D - E 587 -1839 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1638 -512 Chords Tens.Comp. F - E 1652 -518 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 394 -42 Webs Tens.Comp. F - D 374 -33 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 7-10 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: NA GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 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):0.067 F 999 240 VERT(CL):0.110 F 999 180 HORZ(LL):0.022 F - - HORZ(TL):0.036 F - - Creep Factor: 2.0 Max TC CSI:0.466 Max BC CSI:0.983 Max Web CSI:0.150 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T38 Ply: 1 Qty:1 Wgt: 71.4 lbs SEQN: 17531 / T6 / HIPS FROM:DRW: .../...04/15/2020 10'1"2A B C D E F 5 12 4X4(**) 4X4(**) 5X7(**) 4X4(**) 4X4(**) 16'9" 6' 6' 10'9" 4'9" 16'9" 6' 8'4"8 8'4"8 16'9" 8'4"81'6"8 4"52'10"53'5"8This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP 2400f-2.0E Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.92 13.83BC 120 0.08 10.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-8-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 546 /- /-/207 /178 /75 E 546 /- /-/207 /178 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 E Brg Width = 5.5 Min Req =1.5Bearings A & E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 108 -202 B - C 438 -1120 Chords Tens.Comp. C - D 438 -1120 D - E 108 -202 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1096 -341 Chords Tens.Comp. F - D 1096 -341 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 137 -24 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.267 C 723 240 VERT(CL):0.434 C 444 180 HORZ(LL):0.113 F - - HORZ(TL):0.184 F - - Creep Factor: 2.0 Max TC CSI:0.431 Max BC CSI:0.487 Max Web CSI:0.052 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T39 Ply: 1 Qty:1 Wgt: 63.0 lbs SEQN: 17545 / T17 / HIPS FROM:DRW: .../...04/15/2020 10'1"2 A B C D EF 5 12 4X4(**) 8X8(**) 3X4 4X4(**) 16'9" 2'11" 2'11" 8' 5'1" 13'10" 5'10" 16'9" 2'11" 2'11" 2'11" 13'10" 10'11" 16'9" 2'11"2'11"4"1'4"52'8"53'8"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP 2400f-2.0E Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.92 13.83BC 120 0.08 10.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is3-8-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 546 /- /-/207 /178 /75 E 546 /- /-/207 /178 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 E Brg Width = 5.5 Min Req =1.5Bearings A & E Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 108 -202 B - C 438 -1120 Chords Tens.Comp. C - D 438 -1120 D - E 108 -202 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 1096 -341 Chords Tens.Comp. F - D 1096 -341 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - F 137 -24 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.267 C 723 240 VERT(CL):0.434 C 444 180 HORZ(LL):0.113 F - - HORZ(TL):0.184 F - - Creep Factor: 2.0 Max TC CSI:0.431 Max BC CSI:0.487 Max Web CSI:0.052 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T39 Ply: 1 Qty:1 Wgt: 63.0 lbs SEQN: 17545 / T17 / HIPS FROM:DRW: .../...04/15/2020 10'1"2 A B C D EF 5 12 4X4(**) 8X8(**) 3X4 4X4(**) 16'9" 2'11" 2'11" 8' 5'1" 13'10" 5'10" 16'9" 2'11" 2'11" 2'11" 13'10" 10'11" 16'9" 2'11"2'11"4"1'4"52'8"53'8"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.92 13.83BC 113 0.08 10.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 546 /- /-/215 /187 /55 F 546 /- /-/215 /187 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5Bearings A & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -202 B - C 675 -1391 C - D 641 -1358 Chords Tens.Comp. D - E 676 -1391 E - F 118 -202 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1400 -613 Chords Tens.Comp. G - E 1400 -614 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - G 114 -138 Webs Tens.Comp. G - D 114 -138 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.240 G 805 240 VERT(CL):0.390 G 494 180 HORZ(LL):0.099 G - - HORZ(TL):0.161 G - - Creep Factor: 2.0 Max TC CSI:0.434 Max BC CSI:0.972 Max Web CSI:0.044 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T40 Ply: 1 Qty:1 Wgt: 65.8 lbs SEQN: 17548 / T5 / HIPS FROM:DRW: .../...04/15/2020 T2 10'1"2 A B C D E FG 5 12 4X4(**) 4X5(**) 3X4 4X5(**) 4X4(**) 16'9" 2'11" 2'11" 6' 3'1" 10'9" 4'9" 13'10" 3'1" 16'9" 2'11" 2'11" 2'11" 8'4"8 5'5"8 13'10" 5'5"8 16'9" 2'11"2'11"4" 4"51'10"51'2'10"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.92 13.83BC 113 0.08 10.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is2-10-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 546 /- /-/215 /187 /55 F 546 /- /-/215 /187 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5Bearings A & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 117 -202 B - C 675 -1391 C - D 641 -1358 Chords Tens.Comp. D - E 676 -1391 E - F 118 -202 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 1400 -613 Chords Tens.Comp. G - E 1400 -614 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - G 114 -138 Webs Tens.Comp. G - D 114 -138 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.240 G 805 240 VERT(CL):0.390 G 494 180 HORZ(LL):0.099 G - - HORZ(TL):0.161 G - - Creep Factor: 2.0 Max TC CSI:0.434 Max BC CSI:0.972 Max Web CSI:0.044 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T40 Ply: 1 Qty:1 Wgt: 65.8 lbs SEQN: 17548 / T5 / HIPS FROM:DRW: .../...04/15/2020 T2 10'1"2 A B C D E FG 5 12 4X4(**) 4X5(**) 3X4 4X5(**) 4X4(**) 16'9" 2'11" 2'11" 6' 3'1" 10'9" 4'9" 13'10" 3'1" 16'9" 2'11" 2'11" 2'11" 8'4"8 5'5"8 13'10" 5'5"8 16'9" 2'11"2'11"4" 4"51'10"51'2'10"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 4.00TC: From 28 plf at 4.00 to 28 plf at 12.75TC: From 55 plf at 12.75 to 55 plf at 16.75BC: From 10 plf at 0.00 to 10 plf at 4.01BC: From 5 plf at 4.01 to 5 plf at 12.74BC: From 10 plf at 12.74 to 10 plf at 16.75TC: 260 lb Conc. Load at 4.01,12.74TC: 177 lb Conc. Load at 6.06, 8.06, 8.69,10.69BC: 50 lb Conc. Load at 4.01,12.74BC: 22 lb Conc. Load at 6.06, 8.06, 8.69,10.69 Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.92 13.83BC 101 0.08 10.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 1110 /- /- /-/353 /- G 1110 /- /- /-/353 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5Bearings A & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 -209 B - C 1009 -3070 C - D 1120 -3444 Chords Tens.Comp. D - E 1120 -3444 E - F 1009 -3070 F - G 67 -209 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 3262 -1067 Chords Tens.Comp. H - F 3262 -1067 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - H 187 -54 D - H 127 -285 Webs Tens.Comp. H - E 187 -54 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.473 D 408 240 VERT(CL):0.761 D 253 180 HORZ(LL):0.157 C - - HORZ(TL):0.253 C - - Creep Factor: 2.0 Max TC CSI:0.819 Max BC CSI:0.976 Max Web CSI:0.071 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T41 Ply: 2 Qty:1 Wgt: 134.4 lbs SEQN: 17566 / T13 / HIPS FROM:DRW: .../...04/15/2020 T2 10'1"2 A B C D E F GH 5 12 6X6(**) 5X5(**)3X4 3X8 5X5(**) 6X6(**) 16'9" 2'11" 2'11" 4' 1'1" 8'4"8 4'4"8 12'9" 4'4"8 13'10" 1'1" 16'9" 2'11" 2'11" 2'11" 8'4"8 5'5"8 13'10" 5'5"8 16'9" 2'11"2'11"4" 4"5 1'0"5 1'2'0"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP 2400f-2.0E :T2 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Nailnote Nail Schedule:0.131"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 55 plf at 0.00 to 55 plf at 4.00TC: From 28 plf at 4.00 to 28 plf at 12.75TC: From 55 plf at 12.75 to 55 plf at 16.75BC: From 10 plf at 0.00 to 10 plf at 4.01BC: From 5 plf at 4.01 to 5 plf at 12.74BC: From 10 plf at 12.74 to 10 plf at 16.75TC: 260 lb Conc. Load at 4.01,12.74TC: 177 lb Conc. Load at 6.06, 8.06, 8.69,10.69BC: 50 lb Conc. Load at 4.01,12.74BC: 22 lb Conc. Load at 6.06, 8.06, 8.69,10.69 Plating Notes (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -2.92 13.83BC 101 0.08 10.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-0-5. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 1110 /- /- /-/353 /- G 1110 /- /- /-/353 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5Bearings A & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 67 -209 B - C 1009 -3070 C - D 1120 -3444 Chords Tens.Comp. D - E 1120 -3444 E - F 1009 -3070 F - G 67 -209 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - H 3262 -1067 Chords Tens.Comp. H - F 3262 -1067 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - H 187 -54 D - H 127 -285 Webs Tens.Comp. H - E 187 -54 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.473 D 408 240 VERT(CL):0.761 D 253 180 HORZ(LL):0.157 C - - HORZ(TL):0.253 C - - Creep Factor: 2.0 Max TC CSI:0.819 Max BC CSI:0.976 Max Web CSI:0.071 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T41 Ply: 2 Qty:1 Wgt: 134.4 lbs SEQN: 17566 / T13 / HIPS FROM:DRW: .../...04/15/2020 T2 10'1"2 A B C D E F GH 5 12 6X6(**) 5X5(**)3X4 3X8 5X5(**) 6X6(**) 16'9" 2'11" 2'11" 4' 1'1" 8'4"8 4'4"8 12'9" 4'4"8 13'10" 1'1" 16'9" 2'11" 2'11" 2'11" 8'4"8 5'5"8 13'10" 5'5"8 16'9" 2'11"2'11"4" 4"5 1'0"5 1'2'0"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 4.00TC: From 28 plf at 4.00 to 28 plf at 5.42TC: From 55 plf at 5.42 to 55 plf at 9.42 BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.01BC: From 5 plf at 4.01 to 5 plf at 5.41BC: From 10 plf at 5.41 to 10 plf at 9.42TC: 173 lb Conc. Load at 4.01, 5.41 BC: 143 lb Conc. Load at 4.01, 5.41 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 9.42 BC 75 0.00 9.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL I 703 /- /- /-/160 /- G 600 /- /- /-/109 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5Bearings I & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 147 -883 C - D 114 -777 Chords Tens.Comp. D - E 114 -777 E - F 146 -883 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 80 -3 Chords Tens.Comp. H - G 82 -19 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 172 -671 B - H 732 -113 D - H 114 0 Webs Tens.Comp. H - F 718 -97 F - G 122 -568 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.021 E 999 240 VERT(CL):0.037 E 999 180 HORZ(LL):-0.005 E - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.283 Max BC CSI:0.200 Max Web CSI:0.279 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T42 Ply: 1 Qty:1 Wgt: 57.4 lbs SEQN: 17513 / T23 / HIPS FROM:DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D E F GHI 5 12 3X8 3X4 3X4(**)3X4 4X8 3X4(**) 4X4 3X4 9'5" 4' 4' 5'5" 1'5" 9'5" 4' 4'8"8 4'8"8 9'5" 4'8"81'6"81'2"52'10"52. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)TC: From 55 plf at -1.65 to 55 plf at 4.00TC: From 28 plf at 4.00 to 28 plf at 5.42TC: From 55 plf at 5.42 to 55 plf at 9.42 BC: From 4 plf at -1.65 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.01BC: From 5 plf at 4.01 to 5 plf at 5.41BC: From 10 plf at 5.41 to 10 plf at 9.42TC: 173 lb Conc. Load at 4.01, 5.41 BC: 143 lb Conc. Load at 4.01, 5.41 Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 9.42 BC 75 0.00 9.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is2-10-5. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL I 703 /- /- /-/160 /- G 600 /- /- /-/109 /- Wind reactions based on MWFRS I Brg Width = 5.5 Min Req =1.5 G Brg Width = 5.5 Min Req =1.5Bearings I & G Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 -17 B - C 147 -883 C - D 114 -777 Chords Tens.Comp. D - E 114 -777 E - F 146 -883 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 80 -3 Chords Tens.Comp. H - G 82 -19 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - I 172 -671 B - H 732 -113 D - H 114 0 Webs Tens.Comp. H - F 718 -97 F - G 122 -568 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.021 E 999 240 VERT(CL):0.037 E 999 180 HORZ(LL):-0.005 E - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.283 Max BC CSI:0.200 Max Web CSI:0.279 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T42 Ply: 1 Qty:1 Wgt: 57.4 lbs SEQN: 17513 / T23 / HIPS FROM:DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D E F GHI 5 12 3X8 3X4 3X4(**)3X4 4X8 3X4(**) 4X4 3X4 9'5" 4' 4' 5'5" 1'5" 9'5" 4' 4'8"8 4'8"8 9'5" 4'8"81'6"81'2"52'10"5This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T1 2x4 SP #1: :T2 2x6 SP 2400f-2.0E:Bot chord 2x4 SP #1 :B2, B4 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W2, W4 2x4 SP #2::W9 2x4 SP 2400f-2.0E: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 26.21 BC 98 0.15 26.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Attic room loading from 13-10-12 to 23-11-4: LiveLoad: 40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1210 /- /-/496 /84 /282 J 2112 /- /-/485 /314 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 J Brg Width = 5.5 Min Req =2.0Bearings B & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 353 -2436 C - D 20 -519 D - E 48 -370 Chords Tens.Comp. E - F 218 -457 F - G 266 -525 G - H 24 -95 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2201 -675 N - M 6913 -1934 M - L 7151 -1999 Chords Tens.Comp. L - K 5151 -1026 K - J 2556 -314 J - I 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - N 733 -144 C - O 618 -1983 N - O 1270 -4764 D - O 281 -180 O - M 120 -6 O - L 928 -1882O - P 1040 -5098 E - Q 353 -236 L - P 691 -286 P - K 709 -2562 P - R 288 -2469 Webs Tens.Comp. F - Q 127 -146 Q - G 929 -404 Q - S 195 -686 K - R 614 -142 R - J 473 -3185 R - T 733 -201G - S 343 -744 J - H 482 -123 S - T 348 -801 T - J 345 -922 H - I 70 -257 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.704 D 408 240 VERT(CL):1.217 D 236 229 HORZ(LL):0.357 D - - HORZ(TL):0.620 D - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.991 Max Web CSI:0.957 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T43 Ply: 1 Qty:3 Wgt: 243.6 lbs SEQN: 17495 / T67 / ATIC FROM:DRW: .../...04/15/2020 T1 T2 B2 B4 W2 W4 W9 (a)(a) (a) (a) (a) 10'1"2A B C D E F G H IJKLMN O P Q R S T 5 12 8 12 4X5(**) 8X8(**) 6X12(**) 3X4 H0514(I) 3X4 3X4 4X5 4X8 4X5(**) 4X4 H0514(**) 5X7 4X4 3X4(**) 3X4(**) 6X10(**) 4X5(R) 3X4(**) 24'5"1'9"8 6'9" 6'9" 13'10"12 7'1"12 18'3" 4'4"4 23'11"4 5'8"4 26'2"8 2'3"4 6'9" 6'9" 13'9" 7' 16'11" 3'2" 18'6"8 1'7"8 20'5"15 1'11"7 23'11"4 3'5"5 26'2"8 2'3"41'6"8 4"5 10'10"13'2"110'0"8 9'2"96'0"108'0"129'4"121'4"11'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T1 2x4 SP #1: :T2 2x6 SP 2400f-2.0E:Bot chord 2x4 SP #1 :B2, B4 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W2, W4 2x4 SP #2::W9 2x4 SP 2400f-2.0E: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 9 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 26.21 BC 98 0.15 26.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrent live load. Attic room loading from 13-10-12 to 23-11-4: LiveLoad: 40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00 windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1210 /- /-/496 /84 /282 J 2112 /- /-/485 /314 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.5 J Brg Width = 5.5 Min Req =2.0Bearings B & J Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 353 -2436 C - D 20 -519 D - E 48 -370 Chords Tens.Comp. E - F 218 -457 F - G 266 -525 G - H 24 -95 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2201 -675 N - M 6913 -1934 M - L 7151 -1999 Chords Tens.Comp. L - K 5151 -1026 K - J 2556 -314 J - I 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - N 733 -144 C - O 618 -1983 N - O 1270 -4764 D - O 281 -180 O - M 120 -6 O - L 928 -1882O - P 1040 -5098 E - Q 353 -236 L - P 691 -286 P - K 709 -2562 P - R 288 -2469 Webs Tens.Comp. F - Q 127 -146 Q - G 929 -404 Q - S 195 -686 K - R 614 -142 R - J 473 -3185 R - T 733 -201G - S 343 -744 J - H 482 -123 S - T 348 -801 T - J 345 -922 H - I 70 -257 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.704 D 408 240 VERT(CL):1.217 D 236 229 HORZ(LL):0.357 D - - HORZ(TL):0.620 D - - Creep Factor: 2.0 Max TC CSI:0.690 Max BC CSI:0.991 Max Web CSI:0.957 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T43 Ply: 1 Qty:3 Wgt: 243.6 lbs SEQN: 17495 / T67 / ATIC FROM:DRW: .../...04/15/2020 T1 T2 B2 B4 W2 W4 W9 (a)(a) (a) (a) (a) 10'1"2A B C D E F G H IJKLMN O P Q R S T 5 12 8 12 4X5(**) 8X8(**) 6X12(**) 3X4 H0514(I) 3X4 3X4 4X5 4X8 4X5(**) 4X4 H0514(**) 5X7 4X4 3X4(**) 3X4(**) 6X10(**) 4X5(R) 3X4(**) 24'5"1'9"8 6'9" 6'9" 13'10"12 7'1"12 18'3" 4'4"4 23'11"4 5'8"4 26'2"8 2'3"4 6'9" 6'9" 13'9" 7' 16'11" 3'2" 18'6"8 1'7"8 20'5"15 1'11"7 23'11"4 3'5"5 26'2"8 2'3"41'6"8 4"5 10'10"13'2"110'0"8 9'2"96'0"108'0"129'4"121'4"11'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T2 2x6 SP 2400f-2.0E::T3 2x4 SP #1:Bot chord 2x4 SP 2400f-2.0E :B1 2x4 SP #1::B3 2x4 SP #2:Webs 2x4 SP #3 :W3, W5 2x4 SP #2::W10 2x4 SP 2400f-2.0E::Lt Slider 2x6 SP #2: BLOCK LENGTH = 2.200' Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 26.21 BC 27 0.29 26.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Truss transfers a maximum horizontal load of5600 # ( 213.71 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start EndCase 1: 5600 213.71 TC 0.00 26.21 5600 456.37 BC 0.46 12.88Case 2: 5600 213.71 TC 0.00 26.215600 456.37 BC 0.46 12.88Case 3: 5600 213.71 TC 0.00 26.215600 456.37 BC 0.46 12.88 Case 4: 5600 213.71 TC 0.00 26.215600 456.37 BC 0.46 12.88 Drag loads applied to wind load cases parallel totruss. Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-10-12 to 23-11-4: LiveLoad: 40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL X 1217 /- /-/2893 /2857 /282 M 2105 /- /-/938 /912 /- Wind reactions based on MWFRS X Brg Width = 5.5 Min Req =3.4 M Brg Width = 5.5 Min Req =2.0Bearings X & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 6571 -6852 C - D 6032 -6300 D - E 5983 -6255 E - F 4887 -5042 Chords Tens.Comp. F - G 2803 -2849 G - H 457 -551 H - I 1120 -1026 I - J 1388 -1351 J - K 420 -422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 5833 -5825 Q - P 6805 -2185P - O 7045 -1992 Chords Tens.Comp. O - N 5090 -1020 N - M 2517 -306M - L 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - Q 525 -500 Q - E 735 -626 Q - R 2469 -4696 E - R 1128 -1933 F - R 821 -774R - P 125 -42 R - O 927 -1838 R - S 1036 -5034 G - T 2196 -2318 O - S 677 -287 S - N 734 -2541 S - U 282 -2428 Webs Tens.Comp. H - T 905 -909 T - I 1457 -1391 T - V 637 -792 N - U 601 -142 U - M 470 -3150U - W 738 -339 I - V 1264 -1139 J - V 419 -649 M - K 534 -281 V - W 866 -845 W -M 864 -973 K - L 113 -265 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.704 F 405 240 VERT(CL):1.219 F 234 228 HORZ(LL):0.454 O - - HORZ(TL):0.638 F - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.991 Max Web CSI:0.970 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T43A Ply: 1 Qty:1 Wgt: 254.1 lbs SEQN: 17526 / T10 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 B1 B3 W3 W5 W10 (a)(a) (a) (a) (a) 10'1"2A B C D E F G H I J K LMNOPQ R S T U V W X 5 12 8 12 3X4(**)6X10(**) H0514(**)(I) H1010(**) 4X5 H0514(I) 6X6(**) 4X5 4X8 4X5(**) 4X4 H0514(**) 5X7 4X4 4X4 3X4(**) 6X10(**) 4X5(R) 3X4(**) 24'5"1'9"8 4'0"7 4'0"7 6'9" 2'8"9 13'10"12 7'1"12 18'3" 4'4"4 21'2"14 2'11"14 23'11"4 2'8"6 26'2"8 2'3"4 6'7"4 6'7"4 13'9" 7'1"12 16'11" 3'2" 18'6"8 1'7"8 20'5"15 1'11"7 23'11"4 3'5"5 26'2"8 2'3"41'6"8 4"5 10'10"13'2"110'0"8 9'2"96'0"108'0"129'4"121'4"11'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E :T2 2x6 SP 2400f-2.0E::T3 2x4 SP #1:Bot chord 2x4 SP 2400f-2.0E :B1 2x4 SP #1::B3 2x4 SP #2:Webs 2x4 SP #3 :W3, W5 2x4 SP #2::W10 2x4 SP 2400f-2.0E::Lt Slider 2x6 SP #2: BLOCK LENGTH = 2.200' Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X4 except as noted. (I) - plates so marked were sized using 0%Fabrication Tolerance, 0 degrees RotationalTolerance, and/or zero Positioning Tolerance. (**) 10 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 26.21 BC 27 0.29 26.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Truss transfers a maximum horizontal load of5600 # ( 213.71 plf ) along top chord, from eitherdirection, to supports where indicated. Diaphragm andconnections are to be designed by Engineer of Record.Drag Loads: Force(#) (PLF) Mbr Start EndCase 1: 5600 213.71 TC 0.00 26.21 5600 456.37 BC 0.46 12.88Case 2: 5600 213.71 TC 0.00 26.215600 456.37 BC 0.46 12.88Case 3: 5600 213.71 TC 0.00 26.215600 456.37 BC 0.46 12.88 Case 4: 5600 213.71 TC 0.00 26.215600 456.37 BC 0.46 12.88 Drag loads applied to wind load cases parallel totruss. Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-10-12 to 23-11-4: LiveLoad: 40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF, Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL X 1217 /- /-/2893 /2857 /282 M 2105 /- /-/938 /912 /- Wind reactions based on MWFRS X Brg Width = 5.5 Min Req =3.4 M Brg Width = 5.5 Min Req =2.0Bearings X & M Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 6571 -6852 C - D 6032 -6300 D - E 5983 -6255 E - F 4887 -5042 Chords Tens.Comp. F - G 2803 -2849 G - H 457 -551 H - I 1120 -1026 I - J 1388 -1351 J - K 420 -422 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - Q 5833 -5825 Q - P 6805 -2185P - O 7045 -1992 Chords Tens.Comp. O - N 5090 -1020 N - M 2517 -306M - L 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - Q 525 -500 Q - E 735 -626 Q - R 2469 -4696 E - R 1128 -1933 F - R 821 -774R - P 125 -42 R - O 927 -1838 R - S 1036 -5034 G - T 2196 -2318 O - S 677 -287 S - N 734 -2541 S - U 282 -2428 Webs Tens.Comp. H - T 905 -909 T - I 1457 -1391 T - V 637 -792 N - U 601 -142 U - M 470 -3150U - W 738 -339 I - V 1264 -1139 J - V 419 -649 M - K 534 -281 V - W 866 -845 W -M 864 -973 K - L 113 -265 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Varies by Ld Case FT/RT:30(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.704 F 405 240 VERT(CL):1.219 F 234 228 HORZ(LL):0.454 O - - HORZ(TL):0.638 F - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.991 Max Web CSI:0.970 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T43A Ply: 1 Qty:1 Wgt: 254.1 lbs SEQN: 17526 / T10 / ATIC FROM: Page 1 of 2 DRW: .../...04/15/2020 T2 T3 B1 B3 W3 W5 W10 (a)(a) (a) (a) (a) 10'1"2A B C D E F G H I J K LMNOPQ R S T U V W X 5 12 8 12 3X4(**)6X10(**) H0514(**)(I) H1010(**) 4X5 H0514(I) 6X6(**) 4X5 4X8 4X5(**) 4X4 H0514(**) 5X7 4X4 4X4 3X4(**) 6X10(**) 4X5(R) 3X4(**) 24'5"1'9"8 4'0"7 4'0"7 6'9" 2'8"9 13'10"12 7'1"12 18'3" 4'4"4 21'2"14 2'11"14 23'11"4 2'8"6 26'2"8 2'3"4 6'7"4 6'7"4 13'9" 7'1"12 16'11" 3'2" 18'6"8 1'7"8 20'5"15 1'11"7 23'11"4 3'5"5 26'2"8 2'3"41'6"8 4"5 10'10"13'2"110'0"8 9'2"96'0"108'0"129'4"121'4"11'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Right cantilever is exposed to wind Additional Notes Full Height Blocking reinforcement required toprevent buckling of members over the bearings:bearing 2 located at 23.96' Negative reaction(s) of -2857# MAX. Requires upliftconnection. See Maximum Reactions. The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Job Number:86460 Pujadas Res. Truss Label:T43A Ply: 1 Qty:1 Wgt: 254.1 lbs SEQN: 17526 / T10 / ATIC FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP 2400f-2.0E: :T4 2x4 SP 2400f-2.0E:Bot chord 2x4 SP #1 :B2, B4 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W2, W4 2x4 SP #2::W9 2x4 SP 2400f-2.0E: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 26.21BC 98 0.15 26.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-10-12 to 23-11-4: LiveLoad: 40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1378 /- /-/536 /108 /282 I 1939 /- /-/457 /256 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.6 I Brg Width = 5.5 Min Req =1.8Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 453 -2856 C - D 0 -947 D - E 122 -726 Chords Tens.Comp. E - F 229 -507 F - G 262 -510 G - H 105 -459 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2588 -767 N - M 6820 -1916 M - L 7044 -1978 Chords Tens.Comp. L - K 5274 -1059 K - J 2883 -396 J - I 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - N 659 -126 C - O 628 -2022 N - O 1159 -4287 D - O 253 -141 O - M 127 -2 O - L 878 -1668O - P 983 -4847 E - Q 11 -288 L - P 606 -265 P - K 659 -2357 P - R 286 -2437 Webs Tens.Comp. F - Q 109 -34 Q - G 521 -304 Q - S 185 -645 K - R 597 -140 R - J 462 -3122 R - T 702 -193G - S 308 -593 J - H 2323 -530 S - T 313 -648 T - J 310 -769 H - I 484 -2141 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.713 D 438 250 VERT(CL):1.231 D 253 250 HORZ(LL):0.354 D - - HORZ(TL):0.614 D - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.968 Max Web CSI:0.948 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T44 Ply: 1 Qty:3 Wgt: 243.6 lbs SEQN: 17502 / T72 / ATIC FROM:DRW: .../...04/15/2020 T2 T4 B2 B4 W2 W4 W9 (a)(a) (a) (a) (a)(a) (a) 10'1"2A B C D E F G H IJKLMN O P Q R S T 5 12 8 12 4X5(**) 8X8(**) 6X12(**) 3X4 8X12(**) 3X4 3X4 4X5 5X5 4X5(**) 3X4 H0514(**) 5X7 3X4 3X4(**) 3X4(**) 6X10(**) 5X7(**) 3X8(**) 26'2"8 6'9" 6'9" 13'10"12 7'1"12 18'3" 4'4"4 23'11"4 5'8"4 26'2"8 2'3"4 6'9" 6'9" 13'9" 7' 16'11" 3'2" 18'6"8 1'7"8 20'5"15 1'11"7 23'11"4 3'5"5 26'2"8 2'3"41'6"8 4"5 10'10"13'2"110'0"8 9'2"96'0"108'0"129'4"121'4"11'5"42. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP 2400f-2.0E: :T4 2x4 SP 2400f-2.0E:Bot chord 2x4 SP #1 :B2, B4 2x4 SP 2400f-2.0E:Webs 2x4 SP #3 :W2, W4 2x4 SP #2::W9 2x4 SP 2400f-2.0E: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (**) 11 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.60 26.21BC 98 0.15 26.21Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at24" oc. or rigid ceiling. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Attic room loading from 13-10-12 to 23-11-4: LiveLoad: 40 PSF. Dead Load: 10 PSF Ceiling: 10 PSF,Kneewalls: 10 PSF Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is10-10-1. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL B 1378 /- /-/536 /108 /282 I 1939 /- /-/457 /256 /- Wind reactions based on MWFRS B Brg Width = 5.5 Min Req =1.6 I Brg Width = 5.5 Min Req =1.8Bearings B & I Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 37 0 B - C 453 -2856 C - D 0 -947 D - E 122 -726 Chords Tens.Comp. E - F 229 -507 F - G 262 -510 G - H 105 -459 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - N 2588 -767 N - M 6820 -1916 M - L 7044 -1978 Chords Tens.Comp. L - K 5274 -1059 K - J 2883 -396 J - I 0 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - N 659 -126 C - O 628 -2022 N - O 1159 -4287 D - O 253 -141 O - M 127 -2 O - L 878 -1668O - P 983 -4847 E - Q 11 -288 L - P 606 -265 P - K 659 -2357 P - R 286 -2437 Webs Tens.Comp. F - Q 109 -34 Q - G 521 -304 Q - S 185 -645 K - R 597 -140 R - J 462 -3122 R - T 702 -193G - S 308 -593 J - H 2323 -530 S - T 313 -648 T - J 310 -769 H - I 484 -2141 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 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: > 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.713 D 438 250 VERT(CL):1.231 D 253 250 HORZ(LL):0.354 D - - HORZ(TL):0.614 D - - Creep Factor: 2.0 Max TC CSI:0.688 Max BC CSI:0.968 Max Web CSI:0.948 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:T44 Ply: 1 Qty:3 Wgt: 243.6 lbs SEQN: 17502 / T72 / ATIC FROM:DRW: .../...04/15/2020 T2 T4 B2 B4 W2 W4 W9 (a)(a) (a) (a) (a)(a) (a) 10'1"2A B C D E F G H IJKLMN O P Q R S T 5 12 8 12 4X5(**) 8X8(**) 6X12(**) 3X4 8X12(**) 3X4 3X4 4X5 5X5 4X5(**) 3X4 H0514(**) 5X7 3X4 3X4(**) 3X4(**) 6X10(**) 5X7(**) 3X8(**) 26'2"8 6'9" 6'9" 13'10"12 7'1"12 18'3" 4'4"4 23'11"4 5'8"4 26'2"8 2'3"4 6'9" 6'9" 13'9" 7' 16'11" 3'2" 18'6"8 1'7"8 20'5"15 1'11"7 23'11"4 3'5"5 26'2"8 2'3"41'6"8 4"5 10'10"13'2"110'0"8 9'2"96'0"108'0"129'4"121'4"11'5"4This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 5.91BC: From 10 plf at 0.00 to 10 plf at 5.91TC: 749 lb Conc. Load at 2.42 Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 5.91BC 71 0.00 5.91Apply 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 Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer publication for additional information. (J) Hanger Support Required, by othersBearing E (5'7"14, 10'1"2) LUS26Supporting Member: (3)1.75x16 2.0E Microllam LVL(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-4-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL H 767 /- /- /- /- /- E 631 /- /- /- /- /- H Brg Width = -Min Req =- E Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -31 B - C 0 -1154 Chords Tens.Comp. C - D 1 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 1172 0 G - F 1154 0 Chords Tens.Comp. F - E 1137 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 2 -88 H - B 0 -1298 B - G 0 -158 Webs Tens.Comp. F - C 170 0 C - E 0 -1281 D - E 52 -71 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: NAKzt: 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.022 G 999 480 VERT(CL):0.039 G 999 360 HORZ(LL):0.008 A - - HORZ(TL):0.015 A - - Creep Factor: 2.0 Max TC CSI:0.835 Max BC CSI:0.640 Max Web CSI:0.308 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T45 Ply: 1 Qty:6 Wgt: 29.4 lbs SEQN: 17567 / T79 / FLAT FROM:DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D EFGH 3X4 4X4 4X4 3X4 3X4 4X4 3X4 4X4 5'10"14 1'11"2 1'11"2 3'11"12 2'0"10 5'10"14 1'11"2 2'0"14 2'0"14 3'10" 1'9"2 5'10"14 2'0"141'4"2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2Webs 2x4 SP #3 :W1 2x6 SP #2: Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)TC: From 100 plf at 0.00 to 100 plf at 5.91BC: From 10 plf at 0.00 to 10 plf at 5.91TC: 749 lb Conc. Load at 2.42 Plating Notes Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 5.91BC 71 0.00 5.91Apply 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 Recommended hanger connections are based onmanufacturer tested capacities and calculations.Conditions may exist that require differentconnections than indicated. Refer to manufacturer publication for additional information. (J) Hanger Support Required, by othersBearing E (5'7"14, 10'1"2) LUS26Supporting Member: (3)1.75x16 2.0E Microllam LVL(4) 0.148"x3" nails into supportingmember,(3) 0.148"x3" nails into supportedmember. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is1-4-0. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL H 767 /- /- /- /- /- E 631 /- /- /- /- /- H Brg Width = -Min Req =- E Brg Width = -Min Req =- Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -31 B - C 0 -1154 Chords Tens.Comp. C - D 1 -12 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. H - G 1172 0 G - F 1154 0 Chords Tens.Comp. F - E 1137 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - H 2 -88 H - B 0 -1298 B - G 0 -158 Webs Tens.Comp. F - C 170 0 C - E 0 -1281 D - E 52 -71 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: NAKzt: 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 Code / Misc Criteria Bldg Code:FBC 2017 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):0.022 G 999 480 VERT(CL):0.039 G 999 360 HORZ(LL):0.008 A - - HORZ(TL):0.015 A - - Creep Factor: 2.0 Max TC CSI:0.835 Max BC CSI:0.640 Max Web CSI:0.308 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T45 Ply: 1 Qty:6 Wgt: 29.4 lbs SEQN: 17567 / T79 / FLAT FROM:DRW: .../...04/15/2020 W1 W1 10'1"2 A B C D EFGH 3X4 4X4 4X4 3X4 3X4 4X4 3X4 4X4 5'10"14 1'11"2 1'11"2 3'11"12 2'0"10 5'10"14 1'11"2 2'0"14 2'0"14 3'10" 1'9"2 5'10"14 2'0"141'4"This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 :T2 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -3.29 12.67BC 75 0.09 10.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is6-6-15. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 476 /- /-/209 /143 /222 F 589 /- /-/270 /174 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5Bearings A & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 92 -253 B - C 174 -449 Chords Tens.Comp. C - D 229 -515 D - E 68 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 399 -137 C - G 116 -52 G - D 404 -128 Webs Tens.Comp. G - F 17 -10 D - F 332 -575 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.96 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.386 424 240 VERT(CL):0.602 272 180 HORZ(LL):0.266 - - HORZ(TL):0.445 - - Creep Factor: 2.0 Max TC CSI:0.954 Max BC CSI:0.333 Max Web CSI:0.163 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T46 Ply: 1 Qty:6 Wgt: 71.4 lbs SEQN: 17561 / T47 / COMN FROM:DRW: .../...04/15/2020 T2 17'5"14 19'5"14 A B C D E FG 8 12 3X4(B1) 5X5(**) 3X4 3X4 4X5(**) 13'11"8 3'3"8 3'3"8 9'4" 6'0"8 13'11"8 4'7"8 3'3"8 3'3"8 9'7"8 6'4" 13'11"8 4'4"2' 4"5 1'5"154'6"152'6'6"152. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #2 :T2 2x4 SP #2: Bot chord 2x4 SP #2Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 -3.29 12.67BC 75 0.09 10.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes The overall height of this truss excluding overhang is6-6-15. Top Chord overhang(s) may be field trimmed. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL A 476 /- /-/209 /143 /222 F 589 /- /-/270 /174 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req =1.5 F Brg Width = 3.5 Min Req =1.5Bearings A & F Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 92 -253 B - C 174 -449 Chords Tens.Comp. C - D 229 -515 D - E 68 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - G 399 -137 C - G 116 -52 G - D 404 -128 Webs Tens.Comp. G - F 17 -10 D - F 332 -575 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.96 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.386 424 240 VERT(CL):0.602 272 180 HORZ(LL):0.266 - - HORZ(TL):0.445 - - Creep Factor: 2.0 Max TC CSI:0.954 Max BC CSI:0.333 Max Web CSI:0.163 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.20 Job Number:86460 Pujadas Res. Truss Label:T46 Ply: 1 Qty:6 Wgt: 71.4 lbs SEQN: 17561 / T47 / COMN FROM:DRW: .../...04/15/2020 T2 17'5"14 19'5"14 A B C D E FG 8 12 3X4(B1) 5X5(**) 3X4 3X4 4X5(**) 13'11"8 3'3"8 3'3"8 9'4" 6'0"8 13'11"8 4'7"8 3'3"8 3'3"8 9'7"8 6'4" 13'11"8 4'4"2' 4"5 1'5"154'6"152'6'6"15This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP #3:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 25.10 BC 120 0.00 25.25Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is 8-7-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL S*70 /- /-/28 /19 /9 Wind reactions based on MWFRS S Brg Width = 303 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 124 -197 B - C 106 -169 C - D 93 -142 D - E 77 -114 E - F 62 -87 F - G 57 -70 G - H 77 -60 H - I 122 -57I - J 123 -69 Chords Tens.Comp. J - K 123 -69 K - L 122 -57 L - M 77 -60 M - N 61 -74 N - O 66 -91 O - P 81 -118 P - Q 96 -146 Q - R 110 -173R - S 128 -201 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AI 174 -107 AI-AH 177 -110 AH-AG 178 -112 AG-AF 179 -113 AF-AE 179 -114 AE-AD 180 -115 AD-AC 181 -115 AC-AB 182 -116 AB-AA 180 -116 Chords Tens.Comp. AA- Z 184 -119 Z - Y 183 -118 Y - X 183 -118 X - W 182 -117 W -V 182 -116 V - U 181 -115 U - T 180 -113 T - S 178 -110 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AJ-AK 18 0 Webs Tens.Comp. AK-AL 18 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AI 84 -87 C -AH 62 -71 D -AG 58 -75 E -AF 58 -75 F -AE 58 -75 G -AD 60 -75 H -AC 79 -73 Gables Tens.Comp. AL-AA 15 -101 AL- K 27 -94 Z - L 79 -73 Y - M 60 -75 X - N 58 -75 W -O 58 -75 V - P 58 -75 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.15 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 J 999 240 VERT(CL):0.006 J 999 239 HORZ(LL):-0.004 G - - HORZ(TL):0.005 H - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.118 Max Web CSI:0.129 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:V01 Ply: 1 Qty:1 Wgt: 191.8 lbs SEQN: 17586 / T70 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 B2 12'8"3 A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI AJ AK AL 8 12 3X4(**) 4X4 5X5(**) 3X4(**) 25'3" 1'11"8 1'4" (TYP) 12'7"8 12'7"8 25'3" 12'7"8 25'3" 25'3" 2"138'7"132. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP #3:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 25.10 BC 120 0.00 25.25Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is 8-7-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL S*70 /- /-/28 /19 /9 Wind reactions based on MWFRS S Brg Width = 303 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 124 -197 B - C 106 -169 C - D 93 -142 D - E 77 -114 E - F 62 -87 F - G 57 -70 G - H 77 -60 H - I 122 -57I - J 123 -69 Chords Tens.Comp. J - K 123 -69 K - L 122 -57 L - M 77 -60 M - N 61 -74 N - O 66 -91 O - P 81 -118 P - Q 96 -146 Q - R 110 -173R - S 128 -201 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AI 174 -107 AI-AH 177 -110 AH-AG 178 -112 AG-AF 179 -113 AF-AE 179 -114 AE-AD 180 -115 AD-AC 181 -115 AC-AB 182 -116 AB-AA 180 -116 Chords Tens.Comp. AA- Z 184 -119 Z - Y 183 -118 Y - X 183 -118 X - W 182 -117 W -V 182 -116 V - U 181 -115 U - T 180 -113 T - S 178 -110 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AJ-AK 18 0 Webs Tens.Comp. AK-AL 18 0 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AI 84 -87 C -AH 62 -71 D -AG 58 -75 E -AF 58 -75 F -AE 58 -75 G -AD 60 -75 H -AC 79 -73 Gables Tens.Comp. AL-AA 15 -101 AL- K 27 -94 Z - L 79 -73 Y - M 60 -75 X - N 58 -75 W -O 58 -75 V - P 58 -75 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.15 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 Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 J 999 240 VERT(CL):0.006 J 999 239 HORZ(LL):-0.004 G - - HORZ(TL):0.005 H - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.118 Max Web CSI:0.129 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:V01 Ply: 1 Qty:1 Wgt: 191.8 lbs SEQN: 17586 / T70 / GABL FROM: Page 1 of 2 DRW: .../...04/15/2020 B2 12'8"3 A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI AJ AK AL 8 12 3X4(**) 4X4 5X5(**) 3X4(**) 25'3" 1'11"8 1'4" (TYP) 12'7"8 12'7"8 25'3" 12'7"8 25'3" 25'3" 2"138'7"13This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes I -AJ 27 -94 AJ-AB 13 -101J -AK 0 -47 U - Q 62 -71 T - R 84 -88 Job Number:86460 Pujadas Res. Truss Label:V01 Ply: 1 Qty:1 Wgt: 191.8 lbs SEQN: 17586 / T70 / GABL FROM: Page 2 of 2 DRW: .../...04/15/2020 This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies. 2. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP #3:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 21.68 BC 75 0.00 21.83Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is 7-3-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AE*68 /- /-/26 /17 /9 Wind reactions based on MWFRS AE Brg Width = 274 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 -150 B - C 71 -114 C - D 60 -87 D - E 44 -59 E - F 49 -50 F - G 93 -46 G - H 102 -62 Chords Tens.Comp. H - I 102 -62 I - J 93 -46 J - K 58 -60 K - L 59 -74 L - M 74 -101 M - N 86 -129 N - O 112 -164 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AA 147 -87 AA- Z 151 -90Z - Y 153 -91 Y - X 154 -92 X - W 155 -93 W -V 156 -94 V - U 155 -94 Chords Tens.Comp. U - T 156 -95 T - S 155 -95S - R 157 -104 R - Q 156 -103 Q - P 156 -102 P - O 154 -99 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AB-AC 16 -1 Webs Tens.Comp. AC-AD 16 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AA 105 -126 C - Z 52 -58 D - Y 59 -76 E - X 60 -75 F - W 77 -72 G -AB 40 -99 AB- V 23 -108 H -AC 0 -34 Gables Tens.Comp. AD- U 24 -108 AD- I 40 -99 T - J 77 -72 S - K 60 -75 R - L 59 -76 Q - M 52 -58 P - N 105 -127 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 H 999 240 VERT(CL):0.004 P 999 206 HORZ(LL):-0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.063 Max BC CSI:0.099 Max Web CSI:0.094 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:V02 Ply: 1 Qty:1 Wgt: 149.8 lbs SEQN: 17589 / T84 / GABL FROM:DRW: .../...04/15/2020 B2 14'0"3 A B C D E F G H I J K L M N O PQRSTUVWXYZAA AB AC AD AE 8 12 3X4(**) 4X4 5X5(**) 3X4(**) 22'4"4 2'11"1'4"(TYP) 6"5 6"5 11'5"4 10'11" 22'4"4 10'11" 22'10"9 6"5 6"5 6"5 22'4"4 21'9"15 22'10"9 6"57'3"132. Apex Technology is a fictitious name owned by Jax Apex Technology Inc., Florida Corporation. Florida Engineer Business No. 7547 - 9000 Regency Square BLVD, Suite 100, Jacksonville, FL 32211 - 904.821.5200 NOTES: 1. This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03, should be used in conjunction with the architectural plans during installation. PE No. 60839 PE No. 58544 PE No. 71457 PE No. 85166 PE No. 88590 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Justin Lanier Russell T Dukes Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B2 2x4 SP #3:Webs 2x4 SP #3 Lumber value set "13B" uses design valuesapproved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. (**) 3 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Plate positions consider a 0.50 inch truss perimeteredge distance. Purlins In 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 21.68 BC 75 0.00 21.83Apply 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. Bottom chord checked for 10.00 psf non-concurrentlive load. Truss designed for unbalanced load using 0.00/1.00windward/leeward factors. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN1014 forgable wind bracing and other requirements. The overall height of this truss excluding overhang is 7-3-13. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R- / Rh / Rw / U / RL AE*68 /- /-/26 /17 /9 Wind reactions based on MWFRS AE Brg Width = 274 Min Req =- Bearing A Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 98 -150 B - C 71 -114 C - D 60 -87 D - E 44 -59 E - F 49 -50 F - G 93 -46 G - H 102 -62 Chords Tens.Comp. H - I 102 -62 I - J 93 -46 J - K 58 -60 K - L 59 -74 L - M 74 -101 M - N 86 -129 N - O 112 -164 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A -AA 147 -87 AA- Z 151 -90Z - Y 153 -91 Y - X 154 -92 X - W 155 -93 W -V 156 -94 V - U 155 -94 Chords Tens.Comp. U - T 156 -95 T - S 155 -95S - R 157 -104 R - Q 156 -103 Q - P 156 -102 P - O 154 -99 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AB-AC 16 -1 Webs Tens.Comp. AC-AD 16 -1 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. B -AA 105 -126 C - Z 52 -58 D - Y 59 -76 E - X 60 -75 F - W 77 -72 G -AB 40 -99 AB- V 23 -108 H -AC 0 -34 Gables Tens.Comp. AD- U 24 -108 AD- I 40 -99 T - J 77 -72 S - K 60 -75 R - L 59 -76 Q - M 52 -58 P - N 105 -127 Loading Criteria (psf) TCLL:20.00 TCDL:7.00 BCLL:0.00 BCDL:5.00 Des Ld:32.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:130 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.82 ft TCDL: 4.2 psf BCDL: 3.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code:FBC 2017 RES TPI Std:2014 Rep Fac: Yes FT/RT:30(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 H 999 240 VERT(CL):0.004 P 999 206 HORZ(LL):-0.003 F - - HORZ(TL):0.004 F - - Creep Factor: 2.0 Max TC CSI:0.063 Max BC CSI:0.099 Max Web CSI:0.094 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:86460 Pujadas Res. Truss Label:V02 Ply: 1 Qty:1 Wgt: 149.8 lbs SEQN: 17589 / T84 / GABL FROM:DRW: .../...04/15/2020 B2 14'0"3 A B C D E F G H I J K L M N O PQRSTUVWXYZAA AB AC AD AE 8 12 3X4(**) 4X4 5X5(**) 3X4(**) 22'4"4 2'11"1'4"(TYP) 6"5 6"5 11'5"4 10'11" 22'4"4 10'11" 22'10"9 6"5 6"5 6"5 22'4"4 21'9"15 22'10"9 6"57'3"13This item may be digitally signed and sealed with a digital signature. Printed copies of digitally signed documents are not considered signed and sealed and the signature must be verified on any electronic copies.