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1631 ATLANTIC BEACH DR - TRUSS Sea Level Building OFFICE COPS "411-) Site Information 006-01 Atlantic Beach Country Club(FL-Duval) Structural Engineer of Record Derek B. Murray W 47 47455 Suttonutton Park Court,Suite 402 1"rueI-Iouse Jacksonville,FL 32224 WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TCLL 40 psf 130MPH(3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psf Enclosed Structure(0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 psf Exposure C BCDL 5 psf BCDL 5 psf Occupancy Category II(Res) FBC 2017 RES\TPI 2014 This Package inlcudes 89 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 1 A74126 B01 3/30/2018 29 A74126 J01 3/30/2018 57 A74126 T11 3/30/2018 2 A74126 F01 3/30/2018 30 A74126 J02 3/30/2018 58 A74126 113 3/30/2018 3 A74126 F04 3/30/2018 31 A74126 J03 3/30/2018 59 A74126 114 3/30/2018 4 A74126 F05 3/30/2018 32 A74126 J04 3/30/2018 60 A74126 115 3/30/2018 5 A74126 F06 3/30/2018 33 A74126 J05 3/30/2018 61 A74126 T16 3/30/2018 6 A74126 F07 3/30/2018 34 A74126 J06 3/30/2018 62 A74126 T16A 3/30/2018 7 A74126 F08 3/30/2018 35 A74126 J07 3/30/2018 63 A74126 T17 3/30/2018 8 A74126 F09 3/30/2018 36 A74126 J08 3/30/2018 64 A74126 T17A 3/30/2018 9 A74126 FG01 3/30/2018 37 A74126 J09 3/30/2018 65 A74126 T18 3/30/2018 10 A74126 FG02 3/30/2018 38 A74126 J10 3/30/2018 66 A74126 119 3/30/2018 11 A74126 FG03 3/30/2018 39 A74126 J11. 3/30/2018 67 A74126 T20 3/30/2018 12 A74126 FG04 3/30/2018 40 A74126 J12 3/30/2018 68 A74126 T21 3/30/2018 13 A74126 FG05 3/30/2018 41 A74126 J13 3/30/2018 69 A74126 T22 3/30/2018 14 A74126 FG06 3/30/2018 42 A74126 J14 3/30/2018 70 A74126 T23 3/30/2018 15 A74126 FG07 3/30/2018 43 A74126 J14A 3/30/2018 71 A74126 T24 3/30/2018 16 A74126 FT01 3/30/2018 44 A74126 J15 3/30/2018 72 A74126 T25 3/30/2018 17 A74126 FT02 3/30/2018 45 A74126 J15A 3/30/2018 73 A74126 T26 3/30/2018 18 A74126 FTO3 3/30/2018 ;46 A74126 J16 3/30/2018 74 A74126 T27 3/30/2018 19 A74126 FT04 3/30/2018 47 A74126 101 3/30/2018 75 A74126 T28 3/30/2018 20 A74126 G E01 3/30/2018 '48 A74126 102 3/30/2018 76 A74126 T29 3/30/2018 21 A74126 GE02 3/30/2018 49 A74126 T03 3/30/2018 77 A74126 T30 3/30/2018 22 A74126 HJO1 3/30/2018 50 A74126 104 3/30/2018 78 A74126 T31 3/30/2018 23 A74126 HJ02 3/30/2018 51 A74126 T05 3/30/2018 79 A74126 T32 3/30/2018 24 A74126 HJO3 3/30/2018 52 A74126 106 3/30/2018 80 A74126 T33 3/30/2018 25 A74126 HJO4 3/30/2018 53 A74126 107 3/30/2018 81 A74126 34 3/30/2018 26 A74126 HJ05 3/30/2018 54 A74126 T08 3/30/2018 82 A741 T . 3/30/2018 27 A74126 HJ06 3/30/2018 55 A74126 109 3/30/2018 83 A74 A6 T3 3/30/2018 28 A74126 HJ07 3/30/2018 56 A74126 T10 3/30/2018 A74 26 T3: 3/30/2018 `.%uII3l ..`�a�K M 4'i,,,, Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida ; �'�\.• C'•E iv.:,_. .9� ��!, )01190" Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821- 5200 N o 71 '5 7 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the •Truss APEX and use of drawingfor any : .t particualr bDesignuilding isDrawings thelisted responsibaboveility of theattached.BuildingThe Designersuitability,per ANSI/TPIand 1-2002each Section 2 .S i ,. .(V • •� With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with �� • Rule 61015-23.002(2)and 61015-31.003 of the Florida Board of Professional Engineers '.� t R(� �.�••,. % -,,,. UNALE 0� Sea Level Building . Site Information 006-01 Atlantic Beach Country Club(FL-Duval) () Structural Engineer of Record Derek B. Murray W PE No. 71457 4745 Sutton Park Court,Suite 402 T'ruel-Io u se Jacksonville, FL 32224 +► WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TCLL 40 psf 13OMPH (3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psf Enclosed Structure(0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 psf Exposure C BCDL 5 psf BCDL 5 psf Occupancy Category II (Res) FBC 2017 RES\TPI 2014 This Package inlcudes 89 truss designs with individual date of design NO JOB ID TRS ID , DATE I I NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 85 A74126 T39 3/30/2018 86 A74126 T40 3/30/2018 87 A74126 141 3/30/2018 88 A74126 T42 3/30/2018 89 A74126 V01 3/30/2018 Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida lifV\ Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821- 5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the APE)( TDen e attehue eagi particualrrusssig building is Drawings the listed responsibility ofand the Buildingachd. TDee ssigneritability,per ANSandusI/TPIof 1-2002 chdrawinSectionfor 2 any 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 3/30/2 - Job#A74126 BEARING INFORMATION WOODTRUSS 1 QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 19'10"08 FG01 MONO 0.00/12 Pitch 2-Ply 1 2018.23 119.00 2 3143.77 189.00 1 16'02"00 FG02 FLAT 0.00/12 Pitch 2-Ply 1 1629.63 0.00 2 1250.37 12.00 1 23'10"08 FG03 MONO 0.00/12 Pitch 3-Ply 1 3963.67 228.00 2 11237.88 657.00 3 -902.72 409.00 1 19'10"08 FG04 FLAT 0.00/12 Pitch 2-Ply 1 8258.80 0.00 2 2279.61 0.00 1 16'02"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 8410.36 0.00 2 1771.72 0.00 1 15'06"00 FG06 FLAT 0.00/12 Pitch 3-Ply 1 7843.29 0.00 2 8172.25 0.00 1 15'03"08 FG07 HIPM 4.00/12 Pitch 2-Ply 1 2352.40 0.00 2 4390.19 0.00 1 16'03"00 FT01 SPEC 4.00/12 Pitch 2-Ply 1 1922.95 0.00 2 2552.64 0.00 1 16'03"00 FT02 SPEC 4.00/12 Pitch 1 -Ply 1 1517.86 0.00 2 1509.39 0.00 1 16'03"00 FT03 SPEC 4.00/12 Pitch 1 -Ply 1 1655.43 0.00 2 1629.13 0.00 1 16'03"00 FT04 SPEC 4.00/12 Pitch 2-Ply 1 2500.71 0.00 2 2991.86 0.00 1 12'04"00 GE01 GABL 4.00/12 Pitch 1 -Ply 1 374.99 267.00 2 374.99 267.00 1 12'00"00 GE02 SPEC 4.00/12 Pitch 1 -Ply 1 369.45 264.00 2 369.43 264.00 4 03'02"14 HJO1 HIP_JACK 2.83/12 Pitch 1 -Ply 1 156.08 173.00 2 -54.66 64.00 1 05'02"03 HJO2 HIP_JACK 2.76/12 Pitch 1 -Ply 1 188.96 212.00 2 70.06 65.00 3 66.84 42.00 3 05'07"13 HJO3 HIP_JACK 2.76/12 Pitch 1 -Ply 1 198.19 222.00 2 69.68 58.00 3 72.47 38.00 2 09'09"05 HJO4 HIP_JACK 2.83/12 Pitch 1 -Ply 1 297.29 635.00 2 244.60 130.00 3 45.43 0.00 2 06'11"06 HJO5 HIP_JACK 2.83/12 Pitch 1 -Ply 1 221.76 229.00 2 88.24 22.00 3 50.60 40.00 2 09'09"05 HJO6 HIP_JACK 2.78/12 Pitch 1 -Ply 1 284.32 277.00 2 227.61 90.00 3 85.12 24.00 2 09'09"05 HJO7 HIP_JACK 2.78/12 Pitch 1 -Ply 1 284.32 280.00 2 240.14 96.00 3 88.01 25.00 16 01'00"00 J01 JACK 4.00/12 Pitch 1 -Ply 1 322.74 205.00 2 124.19 32.00 Page 1 of 5 Job#A74126 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 248.72 68.00 8 02'04"00 J02 EJACK 4.00/12 Pitch 1 -Ply 1 265.21 141.00 2 66.68 35.00 4 03'00"00 J03 EJACK 4.00/12 Pitch 1 -Ply 1 271.93 133.00 2 53.09 17.00 3 32.96 20.00 4 03'00"00 J04 JACK 4.00/12 Pitch 1 -Ply 1 102.31 33.00 2 57.06 27.00 3 36.73 26.00 4 01'00"00 J05 JACK 4.00/12 Pitch 1 -Ply 1 519.77 304.00 2 171.64 57.00 3 704.54 239.00 4 03'00"00 J06 JACK 4.00/12 Pitch 1 -Ply 1 307.84 117.00 2 35.82 10.00 3 46.03 26.00 4 05'00"00 J07 JACK 4.00/12 Pitch 1 -Ply 1 338.71 103.00 2 58.29 0.00 3 103.73 52.00 4 0700"00 J08 EJACK 4.00/12 Pitch 1 -Ply 1 390.50 112.00 2 88.16 0.00 3 155.90 81.00 2 07'00"00 J09 EJACK 4.00/12 Pitch 1 -Ply 1 369.14 105.00 2 93.16 0.00 3 155.96 84.00 17 06'09"00 J10 EJACK 4.00/12 Pitch 1 -Ply 1 361.79 103.00 2 89.51 0.00 3 149.42 81.00 12 01'00"00 J11 JACK 4.00/12 Pitch 1 -Ply 1 314.05 161.00 2 110.22 34.00 3 220.88 74.00 12 03'00"00 J12 JACK 4.00/12 Pitch 1 -Ply 1 267.40 100.00 2 41.78 7.00 3 41.75 27.00 3 05'00"00 J13 EJACK 4.00/12 Pitch 1 -Ply 1 312.55 94.00 2 63.64 0.00 3 102.39 57.00 6 05'00"00 J14 JACK 4.00/12 Pitch 1 -Ply 1 313.27 89.00 2 70.58 16.00 3 73.69 40.00 2 05'00"00 J14A JACK 4.00/12 Pitch 1 -Ply 1 162.60 30.00 2 85.18 23.00 3 80.40 44.00 6 07'00"00 J15 EJACK 4.00/12 Pitch 1 -Ply 1 371.73 79.00 2 94.61 13.00 3 130.08 83.00 6 07'00"00 J15A EJACK 4.00/12 Pitch 1 -Ply 1 229.19 30.00 2 100.72 18.00 3 139.20 86.00 7 01'05"00 J16 JACK 4.00/12 Pitch 1 -Ply 1 275.43 131.00 2 119.99 65.00 1 20'04"00 T01 COMN 4.00/12 Pitch 1 -Ply 1 1429.97 664.00 Page 2 of 5 Job#A74126 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 1417.62 654.00 2 20'04"00 102 JACK 4.00/12 Pitch 1 -Ply 1 791.56 231.00 2 791.56 231.00 2 20'04"00 T03 JACK 4.00/12 Pitch 1 -Ply 1 839.26 232.00 2 747.11 176.00 7 20'04"00 T04 JACK 4.00/12 Pitch 1 -Ply 1 842.66 203.00 2 750.11 150.00 1 20'04"00 105 COMN 4.00/12 Pitch 1 -Ply 1 1420.50 647.00 2 1420.50 647.00 1 12'04"00 TO6 COMN 4.00/12 Pitch 1 -Ply 1 409.84 114.00 2 409.84 114.00 1 12'04"00 T07 SPEC 0.00/12 Pitch 1 -Ply 1 416.25 123.00 2 416.25 123.00 1 05'00"00 108 MONO 4.00/12 Pitch 1 -Ply 1 634.95 241.00 2 630.59 270.00 1 05'00"00 109 MONO 4.00/12 Pitch 1 -Ply 1 626.84 232.00 2 644.86 269.00 1 12'00"00 T10 SPEC 0.00/12 Pitch 1 -Ply 1 405.00 122.00 2 405.00 122.00 1 12'00"00 T11 COMN 4.00/12 Pitch 1 -Ply 1 398.59 73.00 2 398.59 73.00 2 05'00"00 T13 MONO 4.00/12 Pitch 1 -Ply 1 614.77 201.00 2 634.43 258.00 1 13'09"00 T14 HIPM 4.00/12 Pitch 1 -PIy 1 593.59 214.00 2 1497.04 478.00 1 13'09"00 T15 HIPM 4.00/12 Pitch 1 -Ply 1 473.84 133.00 2 571.22 224.00 1 13'09"00 T16 HIPM 4.00/12 Pitch 1 -Ply 1 473.84 125.00 2 571.22 208.00 1 13'09"00 T16A HIPM 4.00/12 Pitch 1 -Ply 1 466.80 97.00 2 584.05 166.00 2 15'09"08 T17 MONO 4.00/12 Pitch 1 -Ply 1 473.08 71.00 2 505.10 115.00 3 211.61 39.00 1 13'09"00 T17A MONO 4.00/12 Pitch 1 -Ply 1 467.84 92.00 2 579.84 184.00 9 10'08"00 T18 MONO 4.00/12 Pitch 1 -Ply 1 498.73 139.00 2 322.44 120.00 1 10'08"00 T19 HIPM 4.00/12 Pitch 1 -Ply 1 498.73 145.00 2 322.44 114.00 1 10'08"00 T20 HIPM 4.00/12 Pitch 1 -Ply 1 708.42 254.00 2 772.23 251.00 1 06'09"00 T21 MONO 4.00/12 Pitch 1 -Ply 1 1225.71 418.00 2 828.65 280.00 1 14'00"00 T22 HIPS 4.00/12 Pitch 1 -Ply 1 905.45 323.00 2 765.46 259.00 2 14'00"00 T23 COMN 4.00/12 Pitch 1 -Ply 1 581.78 186.00 2 442.77 139.00 1 48'00"00 T24 HIPM 4.00/12 Pitch 2-Ply 1 1399.77 469.00 2 3921.14 1247.00 Page 3 of 5 Job#A74126 BEARING INFORMATION QTY SPAN 1 DESCRIPTION BRG# REACTION UPLIFT 3 1709.60 532.00 1 48'00"00 T25 MONO 4.00/12 Pitch 1 -Ply 1 900.25 275.00 2 1609.38 531.00 3 741.42 233.00 1 48'00"00 T26 MONO 4.00/12 Pitch 1 -Ply 1 901.26 271.00 2 1611.19 531.00 3 741.78 207.00 1 48'00"00 T27 MONO 4.00/12 Pitch 1 -Ply 1 925.10 276.00 2 1666.99 522.00 3 772.90 231.00 1 48'00"00 T28 MONO 4.00/12 Pitch 1 -Ply 1 1098.24 200.00 2 1714.75 229.00 3 798.85 130.00 1 45'00"00 T29 SPEC 4.00/12 Pitch 1 -Ply 1 776.97 84.00 2 1830.78 225.00 3 840.48 116.00 1 35'05"02 T30 SPEC 7.00/12 Pitch 1 -Ply 1 2221.05 681.00 2 656.41 301.00 1 35'05"02 T31 SPEC 7.00/12 Pitch 1 -Ply 1 2310.75 687.00 2 727.53 310.00 1 35'05"02 T32 SPEC 7.00/12 Pitch 1 -Ply 1 2276.35 696.00 2 613.70 310.00 1 35'05"02 T33 SPEC 7.00/12 Pitch 1 -Ply 1 2251.41 699.00 2 646.99 316.00 1 35'05"02 T34 SPEC 7.00/12 Pitch 1 -Ply 1 2240.24 691.00 2 673.89 304.00 4 15'08"00 T36 JACK 4.00/12 Pitch 1 -Ply 1 634.00 135.00 2 498.48 67.00 1 15'08"00 T37 JACK 4.00/12 Pitch 1 -Ply 1 1373.56 315.00 2 1262.97 299.00 1 23'04"00 T38 SPEC 4.00/12 Pitch 1 -Ply 1 1780.07 680.00 2 1780.07 680.00 2 23'04"00 T39 JACK 4.00/12 Pitch 1 -Ply 1 1068.16 268.00 2 1069.46 268.00 2 23'04"00 T40 JACK 4.00/12 Pitch 1 -Ply 1 1073.64 263.00 2 1074.94 263.00 1 23'04"00 T41 JACK 4.00/12 Pitch 1 -Ply 1 1075.47 262.00 2 1076.77 262.00 1 23'04"00 T42 SPEC 4.00/12 Pitch 1 -Ply 1 1718.96 647.00 2 1718.96 647.00 1 10'00"04 V01 VAL 9.00/12 Pitch 1 -Ply 1 575.91 146.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 4 19'10"08 F01 SY42 0.00/12 Pitch 1 -Ply 1 976.67 0.00 2 1492.43 0.00 4 16'02"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 989.40 0.00 2 990.68 0.00 3 18'02"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 868.73 0.00 2 1407.52 0.00 Page 4 of 5 Job#A74126 BEARING INFORMATION QTY SPAN 1 DESCRIPTION BRG# REACTION UPLIFT 1 18'02"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 1486.84 0.00 2 1813.16 0.00 3 14'06"00 F07 SY42 0.00/12 Pitch 1 -Ply 1 888.55 0.00 2 906.12 0.00 1 14'06"00 FO8 SY42 0.00/12 Pitch 1 -Ply 1 883.41 0.00 2 900.33 0.00 1 05'10"00 F09 SY42 0.00/12 Pitch 1 -Ply 1 1261.47 0.00 2 1537.55 0.00 Total of Trusses 234 Maximun Height 12'00"00 Page 5 of 5 1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENT BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING. 2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OF SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03. 3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES. 4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTED PARTIES. 5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS-SEE NOTE 1 ABOVE. 6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER OR ENGINEER OF RECORD REQUIRED TO PROVIDE THIS-SEE NOTE 1 ABOVE. 7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 8. DO NOT CUT OR ALTER TRUSS MEMBERS OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS, EMAIL REPAIR REQUEST TO CUSTOMERSERVICE@TRUEHOUSE.COM. EMAIL SHOULD CONTAIN LOT NUMBER, SUBDIVISION, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR, AND CONTRACTOR CONTACT INFO. Ax5 IxP SYMBOL INDICATES REQUIRED SYMBOL AND TEXT INDICATES LATERAL BRACING.PERMANENT INDICATES LOCATION WHERE REQUIRED SIZE AND LOACTION OF 4 X 5 4 x 5 LATERAL BRACING IS THE BEARINGS(SUPPORTS)OCCUR. RESPONSIBILITY OF THE BUILDING TRUSS PLATE. PLATE TEETH MUST ALL BEARINGS ARE CONSIDERED DESIGNER. BE FULLY EMBEDDED INTO TO BE NO 2 SYP(UNO). LUMBER AND PLATES MAY NOT BE CUT OR ALTERED. 3 x 8 / 2 x 4 4 x 5 1111110% GENERAL NOTES AND DETAILS 8-11-15 fra DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS. (Tr') APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�ueHouse JACKSONVILLE,FL 32224-904.821.5200 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. GABLE TRUSS WEB GABLE TRUSS WEB 2x6 NO 2 SYP "L" BRACE 2x6 NO 2 SYP "T" BRACE FASTENED TO GABLE WEB EN FASTENED TO GABLE WEB C. W/.131" x 23" AT 6" O.C. Y W/.131" x 22" AT 6" O.C. SECTION A-A SECTION A-A OPTION 1 OPTION 1 (9' 8" - 12' 0") (9' 8" - 12' 0") 2x4 NO 2 SYP "L" BRACE GABLE TRUSS WEB 2x4 NO 2 SYP "T" BRACE GABLE TRUSS WEB FASTENED TO GABLE WEB FASTENED TO GABLE WEB W/.131" x 23" AT 6" O.C. EMI W/.131" x 22" AT 6" O.C. Cw 1 // SECTION B-B SECTION B-B OPTION 2 OPTION 2 } (3' 8" - 9' 7") (3' 8" - 9' 7") I— in 1 " VERTICAL WEBS 3' 8" OR 11; LESS DO NOT REQUIRE CONNECTION BETWEEN BOTTOM CHORD OF GABLE BRACES GABLE END TRUSS AND WALL, AS WELL AS THE i 1 b DESIGN AND SPECIFICATION OF PERMANENT AIA BRACING OF THE ROOF SYSTEM IS THE - 1 ;. B 113 RESPONSIBILITY OF THE BUILDING DESIGNER. 1 - 1 11 v II ,‘ ,, 4%iii..... GABLE END BRACING DETAIL 1 OH) fi*/\A no CONTINUOUS BEARING UNLESS NOTED OTHERWISE APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T .ueHouse JACKSONVILLE,FL 32224-904.821.5200 11-%1' X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. (3).131" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION. (NAILS THROUGH BACK SIDE OF GIRDER INTO END GRAIN OF JACK TRUSS ARE NOT ALLOWED) JACK JACK (3).131" x 3" TOE-NAILS @ TOP & BOTTOM CHORD CONNECTION FOR CORNER JACK. SOME CORNER JACKS MAY REQUIRE z SIMPSON LS30 IN LIEU OF TOE-NAILS. JACK REFER TO SHOP DRAWINGS. 1- z w 2 cwj JACK Q J cc d d w O O - (2).131" x 3" TOE-NAILS @ TOP & BOTTOM f Oz `" JACK CHORD CONNECTION. LU _ ct O U 44 Q U U "HJ" GIRDER / VARIES TYPICAL HIP SET NAILING DETAIL OH) if*I\A no, APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 TrueHouse JACKSONVILLE,FL 32224•904.821.5200 . 11w X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. 24" TYP 1 1111111 N )( g N X K X COMMON TRUSSES @ 24" O.C. 2 o z =-1 MAX 12"OVERHANG UNLESS - DESIGNED BY OTHERS . ,� CO p VALLEY SET t� OC� 41'.er/ 24" O.C. UW :=/Lm � w \ I I '.!.='CY .00011rS COMMON TRUSSES @ 24" O.C. __Lii___ ii___ 0111106 COMMON I KUSSES (•_ '' •. . PARTIAL TRUSS LAYOUT 2x4 NO 2 SYP NAILER ROOF SHEATHING OR PURLINS. FASTEN VALLEY ASTENED TO EACH COMMON IF DECKING IS NOT INSTALLED BELOW TRUSS TO NAILER TRUSS W/(2).131"x 23' VALLEY TRUSSES, PULINS MUST BE W/.131"x 23" INSTALLED FOR TOP CHORD BRACING. @ 6"O.C. SEE INDIVIDUAL TRUSS PROFILE FOR I PURLIN AND SPACING. 1\ - GNO�p FIELD BEVEL VALLEY Q TRUSS BOTTOM CHORD eN�� Ss�O FASTEN VALLEY TRUSS TO MATCH COMMON TRUSS PITCH • ►" TO EACH COMMON TRUSS W/(2).131"x 2z" ROOF SHEATHING �' o�p VALLEY TRUSS FRAMING DETAIL -co?GN oo,i0Ss fro ,,►•► OO (TH) THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND ISTO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX eo use P E X APEX APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402eo useJACKSONVILLE,FL 32224-904.821.5200 Y OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. i 'IGGYBACK TRUSS 6"x 8"x z"PLYWOOD(or 7'OSB)GUSSET APPLIED TO EACH FACE SPACED 48"O.C. i FASTEN WITH(4)8d COMMON INTO EACH CHORD FROM EACH SIDE(TOTAL 16 NAILS). MAXIMUM PURLIN SPACING 36"O.C. REFER TO INDIVIDUAL BASE TRUSS DESIGN FOR ACTUAL TOP CHORD PURLIN SPACING. ,F4 ni Spy �Eti PW 14 PIGGYBACK TRUSS O 0 \_ „////*St• 1 i-'1 ......„...,..,,,.„, ,....„,....,.,,_..,_,.,.,.,.........,„..., II ATTACH PURLIN TO TOP CHORD OF BASE TRUSS EACH BASE TRUSS WITH(2).131"x 2z" b 6', OPTION 1 MAXIMUM PURLIN SPACING 24"O.C. TO ,04/ k REFER TO INDIVIDUAL BASE TRUSS DESIGN r/�F 4N0 FOR ACTUAL TOP CHORD PURLIN SPACING. , ,q0,,, t./. 3SYA C 11-11 I 7 S C •�'•..�� * X221,.1, A/,G/FO 11011 0 \_ ' .. , \ BASE TRUSS ATTACH PIGGY BACK TO EACH PURLIN FOR PIGGY BACK TRUSSES WITH SPANS LESS THAN 12'SCAB WITH(2).131"x 2i' MAY BE OMMITED PROVIDED THAT THE ROOF SHEATHING IS PIGGYBACK TRUSS CONNECTION DETAIL ATTACH PURLIN TO TOP CHORD OF * CONTINUOUS OVER JOINT(SHEATHING TO OVERLAP A MINIMUM EACH BASE TRUSS WITH(2).131"x 24" OF 12"OVER JOINT). OPTION 2 OH.) APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T .ueHo use JACKSONVILLE,FL 32224-904.821.5200 11-‘1' LI X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. __I 36" MAXIMUM FLAT TOP CHORD SPAN FASTEN SCABS TO CONTINUOUS 2x4 NO 2 SYP RIDGE BEAM W/(2).131"x 22" OR a..1 2x4 NO 2 SYP BLOCKING BETWEEN CAPS '1'1/r/JPO<-S 1 4//k, aF yAs FASTENED W/(2).131"x 22"AT EACH END '�;�... M24�j137• �"IS 1A .I%_�IIIM •ij4, '9A 04/21, 'O4/ �,�� 1.. eq 3°O�TO ‘ I rRU S (1) PURLIN AT MIDSPAN OF BASE TRUSS ACH TRUSS TOP CHORD • WITH (2).131"x 23" /\ /\ CONVENTIONAL FRAMED PIGGYBACK DETAIL r TH fiV\A no APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 NVILLE.FL 32224-904.821.5200 THEJACI imitIG X INFFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX Z'�ueHouse TECHNOLOGY. REQUIRED FASTENERS ROOF TRUSS HANGER SUPPORTING GIRDER GIRDER BOTTOM CHORD REACTION UPLIFT GIRDER TRUSS ONE PLY TRUSSES LUS26 1 PLY 2x6 746 746 (4) 0.148" x 14/2" (4) 0.148" x 3" HTU26 1 PLY 2x6 1823 691 (20) 0.148" x 1-1/2" (14)0.148" x 1-1/2" HTU26 2 PLY 2x6 2604 987 (20) 0.148" x 3" (14)0.148" x 14/2" HTU28 2 PLY 2x8 3167 945 (26) 0.148" x 3" (14)0.148" x 14/2" TWO PLY TRUSSES HTU26-2 2 PLY 2x6 2940 1273 (20)0.148" x 3" (14) 0.148" x 3" HGUS26-2 2 PLY 2x6 4393 1810 (20)0.148" x 3" (8) 0.148" x 3" HGUS28-2 2 PLY 2x8 6266 2717 (36)0.148" x 3" (12) 0.148" x 3" THREE PLY TRUSSES HGUS26-3 2 PLY 2x6 4393 1810 (20) 0.148" x 3" (8)0.148" x 3" HGUS28-3 2 PLY 2x6 6266 2717 (36) 0.148" x 3" (12)0.148" x 3" rii-!_ 4 ._,.._ ...„ 1 ...F.E. ♦ ` 41111,111,,,,,,,,miliprIAN, ,o000oae m �I?lie _mom . Inr ' vi, }.ay10 041° LUS 1-PLY CONNECTION HTU 2-PLY CONNECTION 1/2" MAX GAP HTU 1-PLY CONNECTION 1/2" MAX GAP ROOF TRUSS CONNECTOR SPECIFICATIONS OH) fiV\A no APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T'�ueHouse JACKSONVILLE,FL 32224-904.821.5200 Pd\l— EX THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. IjI '_NOTE 2 I OTE 2 OTE 2 OTE 1 , il' NOTE 1 I` 'I 1---:-,a; —I I3' 2-PLY 3-1/2" WIDE BEAM 3-PLY 5-1/4" WIDE BEAM 4-PLY 7" WIDE BEAM 2-PLY 7" WIDE BEAM ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.25"x 6"SDS FASTENER TYPE 0.25"x 6"SDS SCREW SCREW NUMBER OF ROWS 3 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS REQUIRED FASTENER SIDES ONE SIDE REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES FASTENER ON CENTERFASTENER ON CENTER FASTENER ON CENTER FASTENER ON CENTER SPACING PER SIDE 6"O.C. SPACING PER SIDE 6"O.C. SPACING PER SIDE 12"O.C. SPACING PER SIDE 12"O.C. MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" BEAM NOTES 1. IF 3 ROWS OF FASTENERS ARE REQUIRED,PLACE MIDDLE ROW SPACING OF FASTENERS AT THE CENTER OF THE BEAM DEPTH. 2. IF FASTENERS ARE REQUIRED ON BOTH SIDES,STAGGER ROWS SUCH THAT FASTENERS FALL HALF WAY BETWEEN FASTENER SPACING ON THE FIRST SIDE.REFER TO FIGURE 1. 3. STRUCTURAL ENGINEERING BEAM PLY FASTENER SCHEDULE TAKES PRECEDENCE OVER THIS SPECIFICATION. 4. BEAMS WITH LARGE POINT LOADS REQUIRE ADDITIONAL FASTENERS.SEE STRUCTURAL ENGINEERING FOR MORE INFORMATION. z OF SPACING FIGURE 1 TOP VIEW OF BEAM REQUIRED SPACING IF FASTENERS ARE REQUIRED ON EACH FACE OF BEAM BEAM PLY TO PLY FASTENER SPECIFICATIONS r (1.1) APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHouse JACKSONVILLE,FL 32224-904.821.5200 Plitr" X THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. (2)10d TOP NAILS // // PER STRAP —IZ— (2)10d TOP NAILS 'ER STRAP 1 I \ \ \ \ / (1)10d FACE NAIL (1)10d FACE NAIL �ER STRAP ,.. ., —PER STRAP v \ \ \\ \ A (3)10d STRAIGHT (3)10d STRAIGHT \ AILS PER SIDE AILS PER SIDE / 11 I / \ I lit/I/ 1 THA422 THA422 e DEPTH AND PLIES VARY FLOOR TRUSS TO BEAM FLOOR TRUSS TO ROOF GIRDER r L (2)10d TOP NAILS / Or PER STRA' (1)10d FACE NAIL 'ER STRAP \ (3)10d STRAIGHT fip THA422 iA( AILS PER SIDE 1 , THA422 CONNECTOR DETAIL ■ (1111Trli) FLOOR TRUSS TO FLOOR TRUSS if*/\Anoc APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�ueHouse JACKSONVILLE,FL ISA-FICTITIOUS 904.821.5200 1-11-" LX THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX TECHNOLOGY. TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2x6 "STRONGBACKS" SHOULD BE LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. STRONGBACK MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTEN TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. a — _ X -/ \ /- ►,I / � M ' Y M ATTACH TO VERTICAL ATTACH TO VERTICAL ATTACH 2x4 VERTICAL TO FACE WEB WITH (3)12. WEB WITH (3)12. •F TRUSS. FASTEN TO TOP COMMON WIRE NAILS. COMMON WIRE NAILS. AND BOTTOM CHORD WITH (2)12d COMMON IN EACH CHORD. — X Y .. � Y -- R az s= \\\\\ \\\\\ N x R 7BLOCKING K s s s s g g $ \\ TRUSSES TYPICAL SPLICE 48" 2x6 AS REQUIRED `tSEARING WALL THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT PARTITION WALLS OR ALTERNATE"X" BRIDGING SHOULD BE USED TO TERMINATE THE BRACING MEMBERS. IF SPLICING IS NECESSARY, USE FLOOR TRUSS STRONG BACKS A 4'-0"LONG SCAB CENTERED OVER THE SPLICE AND JOIN WITH (12)12d NAILS EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)12d COMMON WIRE NAILS OH) fiW\A roc STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSNVILLE,FL 32224- THE INOFORMATION CONTAII-1\1' G X NED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX.821.5200 'LIe.HO1lSe TECHNOLOGY. A74126 Ply:2 SEQN.24066/T59/FLOC) Santayana Residence Oty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 03/30/2018 ,T 1018 A B V///1c r 10'5"8- j 2' 1 10'8" 23'1"8 231"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Lac R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 18.17 771 36a 3204 /- /- /- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.297 18.17 552 24®• 7261 /- /- /- /- /24.0 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 - - C 4026 /- /- /- /- /8.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 - - A Min Brg Width Req= 1.7 NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.000 C Min Brg Width Req= 2.1 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Bearings A,B,&C Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 C&C Dist a:NA ft Mfg Specified Camber: Maximum Axial Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Wind Duration:NA VIEW Ver:17.02.02.1208.15 A-B 0 0 A-B 0 0 Lumber Floor Joist Header:1.750"x11.875"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387. Nailnote Nail Schedule:0.131"x3",min.nails Member Rows @_ "o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to 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 23.13 PLT:3921 lb Conc.Load at 3.33 PLT:1609 lb Conc.Load at 5.27 PLT:1611 lb Conc.Load at 7.27 PLT:1667 lb Conc.Load at 9.27 PLT:1715 lb Conc.Load at 11.27 PLT:1831 lb Conc.Load at 13.27 PLB:2221 lb Conc.Load at 15.27 PLB:2311 lb Conc.Load at 17.27 PLB:2276 lb Conc.Load at 19.27 PLB:2251 lb Conc.Load at 21.27 Additional Notes Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. The overall height of this truss excluding overhang is 0-11-14. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'11) 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 APEX Tru eHo u se Michael G Kozlowski Jeffrey P Ameson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 A74126 Ply:1 SEAN:18033/T87/SY42 Santayana Residence Qty:4 FROM: DRW: F01 Wgt:113.4lbs ... / ... 03/30/2018 8' I 9' I 19'10"8 J 8' 1' 10'10"8 1 g 1'0"12 I H---2'6"----+—2'6"12+2,6"12—I I—1'9"12-4--2'6"12--}--2,6„12--{— —I (TYP) =3X8 3X3 =3X3 W=3X4 =3X8 3X3 : > v FH K T 3�8 :j/</ _Le0101"8 M 4X4[3] -3X8 -3X8 w3X8[17] 3X4 W=3X8 r 1678 1 31r I 19'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct.NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.171 D 999 360 T 977 i_ /- /- /- /7.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.379 D 703 240 N 1492 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 B - - T Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.045 B - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.2.0 Bearings T&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.643 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.944 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.510 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -2093 I:NA GCpi:NA Plate Type(s): B-C 0-2176 G-H 0 -2093 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-2176 H-I 518 0 Lumber Additional Notes D-E 0-2405 I-J 518 0 Top chord 4x2 SP#2 +2x6 continuous strongback.See detail E-F 0-2093 J-K 0 10 Bot chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Webs 4x2 SP#3 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. The overall height of this truss excluding overhang is T-S 1337 0 P-O 2402 0 1-8-0. S-R 2407 0 0-N 1230 0 Plate Shift Table R-Q 2407 0 N-M 0 -232 JT Plate Chord JT Plate Chord Q P 2405 0 No Size Shift Bite No Size Shift Bite [3] 4X4 1.25 L 1.25 [17] 3X8 2.75 R 1.25 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins U-V 0 -5 F-O 0 -277 In lieu of structural panels or rigid ceiling use purlins A-T 0 -125 0-H 1071 0 to laterally brace chords as follows: T-B 0-1571 H-N 0 -1663 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 19.75 B-S 980 0 I-N 0 -200 BC 120 0.25 19.88 C-S 0 -330 N-J 0 -506 Apply purlins to any chords above or below fillers S-D 121 -439 J-M 277 0 at 24"OC unless shown otherwise above. D-Q 69 -159 K-M 0 -100 P-E 1% -59 L-M 0 -25 End Vertical Attachment E-O 0 -646 Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611) 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 -' APEX Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN 18060/T71/SY42 Santayana Residence Qty: 4 FROM: DRW: F04 Wgt:95.2 lbs ... / ... 03/30/2018 8' I 9' I 6'2"8 I 8' 1 7'2"8 11- 26" I 2'6"12--I--2'6"12--I I—1'9"4I 2'6"12--1 1 (TYP) 1111.5X3 =3X8 1111.5X3 =3X3 =3X3 1111.5X3 =3X8 1111.5X3 A R C D E F G H I T 1 36 10'1"8 P 0 N M L K J =4X4 3] =3X8 1111.5X3 1111.5X3 =3X8 =3X8 W=3X8 i" 1678 A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl tJ# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.174 D 999 360 p 989 /- /- /- /- /7.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.365 D 699 240 J 991 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 J - - P Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL):0.045 J - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings P&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.616 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.901 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.478 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -2196 I:NA GCpi:NA Plate Type(s): B-C 0-2217 F-G 0 -2196 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-2217 G-H 1 0 Lumber Additional Notes D-E 0-2472 Top chord 4x2 SP#2 +2x6 continuous strongback.See detail Bot chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 recommendations. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table Truss must be installed as shown with top chord up. p-0 1357 0 M-L 2472 0 JT Plate Chord JT Plate Chord The overall height of this truss excluding overhang is 0-N 2473 0 L-K 2469 0 No Size Shift Bite No Size Shift Bite 1-8-0. N-M 2473 0 K-J 1359 0 [3] 4X4 1.25 L 1.25 Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins 0-R 0 -5 L-E 152 -77 to laterally brace chords as follows: A-P 0 -125 E-K 0 -524 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 15.96 p_g 0-1595 F-K 0 -269 BC 120 0.25 15.96 B-0 1003 0 K-G 976 0 Apply purlins to any chords above or below fillers C-0 0 -323 G-J 0 -1598 at 24"OC unless shown otherwise above. 0-D 1 -471 H-J 0 -119 D-M 79 -125 J-I 0 -11 Deflection Max JT VERT DEFL:LL:0.17"DL:0.23".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11) 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 Tru eHo u se PEusse No.l 60839 1owski PE No. 8544effrey P son Derek BPE No.71457urray PE No.7Adam K7769311 APEX A74126 Ply:1 SEQN:18163/T95/SY42 Santayana Residence Qty: 3 FROM: DRW: F05 Wgt:102.2lbs ... / ... 03/30/2018 7'10"8 I 9'2" I 18'2" 7'10"8 1'3"8 9' F6"—I—2'6"12--{---2,6"12—I `--2 6"12—{--2,6"12 11'0"12+ —2, (TYP) 1111.5X3 1111.5X3 =4X5 Ill 31.5X =3X3 1111.5X3 =3X8 W=3X4 =3X3 1111.5X3 A B C D E F GH I J zo T /_\ j ` / tK 1 ![ 10'1"8 R=X4[1] =4X5[4] P 1111.05X3 =3X4[9] =3X8 =3X4 yl W=3X8 1 14'6„ 1 3'8" 18'2" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 D 999 360 R 869 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.384 D 681 240 M 1408 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - R Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.049 B - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.736 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.835 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.481 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 F-G 522 0 I:NA GCpi:NA Plate Type(s): B-C 0-1905 G-H 522 0 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-1905 H-I 522 0 Lumber Hangers/Ties D-E 0-1876 I-J 0 10 Topchord 4x2 SP#1:T2 4x2 SP#2: Simpson Construction Hardware is specifiedE-F 0-1862 p based Bot chord 4x2 SP#2:B2 4x2 SP#1: on the most current information provided by Simpson Webs 4x2 SP#3 Strong-Tie.Please refer to the most recent Simpson Maximum Bot Chord Forces Per Ply(lbs) Strong-Tie catalog for additional information. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table Recommended hanger connections are based on R-a 1234 0 0-N 1876 0 JT Plate Chord JT Plate Chord manufacturer tested capacities and calculations. Q-P 1880 0 N-M 1085 -16 No Size Shift Bite No Size Shift Bite Conditions may exist that require different P-0 1880 0 M-L 0 -241 [1] 3X4 1.25 L 1.25 [4] 4X5 2.00 L 1.25 connections than indicated.Refer to manufacturer [9] 3X4 1.25 L 1.25 publication for additional information. Bearing at location x=0' uses the following Maximum Web Forces Per Ply bibs) Purlins support conditions:0' Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins Bearing R (0',10'1"8)HHUS46 A-R 0 -124 N-F 1010 0 to laterally brace chords as follows: Supporting Member:(3)2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) (14)0.148"x3"nails into supporting R-B 0-1432 F-M 0 -1511 TC 24 0.00 18.04 member, B-Q 782 0 H-M 0 -213 BC 120 0.00 18.17 (6)0.148"x3"nails into supported C-Q 0 -364 M-I 0 -506 Apply purlins to any chords above or below fillers member. Q-D 334 -233 I-L 288 0 at 24"OC unless shown otherwise above. D-0 8 -187 J-L 0 -100 Additional Notes E-N 0 -381 K-L 0 -25 Deflection +2x6 continuous strongback.See detail Max JT VERT DEFL:LL:0.17"DL:0.26".See detail STRBRIBR1014 for bracing and bridging DEFLCAMB1014 for camber recommendations. recommendations. End Vertical Attachment Truss must be installed as shown with top chord up. Attach notched end verticals)to next end vertical The overall height of this truss excluding overhang is 1-8-0. using(3)qty.10d box or(0.128"x3"min)gun nails,or . • (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (911'14) 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 APEX Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:18166/T96/SY42 • Santayana Residence Qty: 1 FROM: DRW: F06 Wgt:130.2 lbs ... / ... 03/30/2018 7108 I 921 I 182 7'10"8 1'3 8 9' H- - 2'6" 1--2'6°12--I----2'6'12--I 2'6'12--f--2,6°12-}1 ---I (TYP) W=3X4 W=3X4 1113X4[15][15] ' 1113X4[0] =6X8[2] 1114X5 =4X4 1114X5 =6X8 1114X5 1113X4[16] A B C D E F G H 1 J K co 1 i4 \. 0,o,B S R 0 P 0 "N M =4X8 =3X8[4] 1111.5X3 =5X5[10] m4X8[14] =3X4 W=H0310 1 14'6" 1 3,8„ 18'7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc_R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.155 E 999 360 S 1487 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.579 E 509 240 N 1813 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 B - - S Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.053 B - - N Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Bearing N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.638 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.789 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.849 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 F-G 0 -3273 I:NA GCpi:NA Plate Type(s): B-C 0-3366 G-H 0 -3273 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-3366 H-1 520 0 Lumber End Vertical Attachment D-E 0-3366 I-J 520 0 E-F 0-3303 J-K 0 -18 Top chord 4x2 SP SS:T2,T4 4x2 SP#2: Attach notched end vertical(s)to next end vertical Bot chord 4x2 SP#1 :82 4x2 SP SS: using(3)qty.10d box or(0.128"x3"min)gun nails,or Webs 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. S-R 2201 0 P-0 3303 0 R-Q 3308 0 0-N 1825 0 TC:From 204 plf at 0.00 to 204 plf at 11.38 Additional Notes Q-P 3308 0 N-M 0 -252 TC:From 114 plf at 11.38 to 114 plf at 18.04 BC:From 10 plf at 0.00 to 10 plf at 18.17 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(lbs) Plate Shift Table recommendations. Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord Truss must be installed as shown with top chord up. A-S 0 -226 0-H 1784 0 No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is S-B 0 -2526 H-N 0 -2316 [0] 3X4 0 2.50 [2] 6X8 4.25 L 2.75 1.8-0. [4] 3X8 4.00 L 1.25 [10] 5X5 1.25 L 1.25 B-R 1344 0 1-N 0 -288 [14] 4X8 2.50 R 1.25 [15] 3X4 1.75 R 2.75 C-R 0 -653 N-J 0 -467 [16] 3X4 0 2.50 R-E 378 -198 J-M 306 0 E-P 0 -178 K-M 0 -161 Purlins F-0 0 -754 L-M 30 0 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 18.04 BC 120 0.00 18.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Deflection Max JT VERT DEFL:LL:0.15"DL:0.48".See detail DEFLCAMB1014 for camber recommendations. NOTES: 11' 1.This drawing is not suffident alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ril'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No.Michael 60839 1owski PC No 5854gson Derek B PE No.71457y Adam K Russe PE No.77693 ll APEX A74126 Ply:1 SEAN:18169/T12/SY42 Santayana Residence Qty: 3 FROM: DRW: F07 Wgt:84.0 lbs ... / ... 03/30/2018 7'10"88'11" 14'6" 7'10"8 I 1'0"8I 5'7" I—Z6"—}--76"12--I--2'612—H I—2'6"12--{ Pl (TYP) 3X3 1111.5X3 =4X5[2] 1111.5X3 =3X3 1111.5X3 m4X5[9] 1114X5 A B C D E F G H 1 T j 1 L_- T 3 011'6"8 io i��l� - 1 1°,1-8 N M L K J =4X4 =4X5[4] 1111.5X3 =3X4 =4X4[12] r14'6" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.172 D 999 360 N 889 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.362 D 697 240 H 906 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - N Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL):0.046 B - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing H is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.996 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.454 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 E-F 0 -1995 I:NA GCpi:NA Plate Type(s): B-C 0-1966 F-G 54 0 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-1966 G-H 23 0 Lumber Additional Notes D-E 0-2006 H-I 0 0 Top chord 4x2 SP#2 +2x6 continuous strongback.See detail Bot chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply fibs) Webs 4x2 SP#3 recommendations. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table Truss must be installed as shown with top chord up. N-M 1269 0 L-K 2006 0 JT Plate Chord JT Plate Chord The overall height of this truss excluding overhang is M-L 2010 0 K-J 1343 0 No Size Shift Bite No Size Shift Bite 1-8-0. [2] 4X5 2.75 L 1.25 [4] 4X5 2.25 L 1.25 Maximum Web Forces Per Ply(lbs) [9] 4X5 2.75 R 1.25 [12] 4X4 1.25 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins A-N 0 -123 D-L 18 -152 In lieu of structural panels or rigid ceiling use purlins N-B 0-1471 E-K 0 279 to laterally brace chords as follows: B-M 814 0 K-F 786 0 Chord Spacing(in oc) Start(ft) End(ft) C-M 0 -338 F-J 0 -1584 TC 24 0.00 14.50 M-D 165 -296 H-J 819 0 BC 120 0.00 14.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/lies (J)Hanger Support Required,by others Deflection Max JT VERT DEFL:LL:0.17"DL:0.23".See detail DEFLCAMB1014 for camber recommendations. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1.'14 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer fi*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE No. GO 3oozlowski PE No 5854.4 PE No 71457y PE No.7768311 A74126 Ply:1 SEQN:18172/T86/SY42 Santayana Residence Qty: 1 FROM: DRW: F08 Wgt:82.6 lbs ... / ... 03/30/2018 7'10"8F 9'1"8 14'6" 7108 1'3" I 5'4"8 I- 2'6" 1 2'6"12 I- 2'6"12--{ F--2'6"12---I N (TYP) 1111.5X3 =4X5[2] 1111.5X3 =3X3 1111.5X3 =4X5 1111.5X3 A B C D E F G T 1 H 3„8 00 M L K J i O 4X4 =4X5[4] 1111.5X3 3X4 3X8 14'6" -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.161 D 999 360 M 883 /._ /- i_ i_ /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.370 D 677 240 I 900 I- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - M Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.045 B - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.838 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.814 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.419 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 -1961 I:NA GCpi:NA Plate Type(s): _ B-C 0-1951 E-F 0 -1949 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-1951 F-G 1 0 Lumber Additional Notes Top chord 4x2 SP#2 +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#1 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 recommendations. M-L 1260 0 K-J 1961 0 Plate Shift Table Truss must be installed as shown with top chord up. L-K 1966 0 J-I 1219 0 JT Plate Chord JT Plate Chord The overall height of this truss excluding overhang is No Size Shift Bite No Size Shift Bite 1-8-0. Maximum Web Forces Per Ply(lbs) [2] 4X5 2.75 L 1.25 [4] 4X5 2.25 L 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins A-M 0 -123 E-J 0 -316 In lieu of structural panels or rigid ceiling use purlins M-B 0 -1460 -F 859 0 F to laterally brace chords as follows: B-L 806 0 F-I 0 -1433 Chord Spacing(in oc) Start(ft) End(ft) C-L 0 -344 G-I 0 123 TC 24 0.00 14.25 L-D 186 -281 I-H 0 -12 BC 120 0.00 14.25 D-K 15 -166 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Deflection Max JT VERT DEFL:LL:0.16"DL:0.23".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: IC 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111:11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 1f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE oel 6083G 9 Michael Jeffrey 5854gson PE PE No Murray71457Derek B Adam PE No K7 69311 APEX A74126 Ply:1 SEQN:18221/T79/SY42 Santayana Residence Qty: 1 FROM: DRW: F09 Wgt:46.2 lbs ... / ... 03/30/2018 2'10"8 1 31081 510 2'10"8 1' 111"8 H 2�6" 'I 1'7"_43 I- i III3XA4[1] =5605X5 III 3Xp4[7] T38 J - - _ - E in 1 - - { 010'1"8 1111.5X3 III 1.5X3 F 3X8 =3X8 r5'10" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.068 B 943 360 I 1261 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.149 B 591 240 F 1538 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 B - - I Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.023 B - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.842 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.860 , Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.406 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -108 C-D 0 -25 I:NA GCpi:NA Plate Type(s): B-C 0-1354 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP SS Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 The overall height of this truss excluding overhang is I-H 1360 0 G-F 1345 0 Webs 4x2 SP#3 1-5-0. H-G 1354 0 Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(lbs) TC:From 4 plf at 0.13 to 4 plf at 5.71 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 plf at 0.00 to 10 plf at 5.83 J-I 432 0 G-C 173 0 TC: 906 lb Conc.Load at 1.19,3.19,5.19 A-I 0-1020 C-F 0 -1671 Plate Shift Table I-B 0-1395 D-F 0 -620 JT Plate Chord JT Plate Chord B-H 54 -132 F-E 83 0 No Size Shift Bite No Size Shift Bite [1] 3X4 0 2.50 [7] 3X4 0 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 5.58 BC 64 0.25 5.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (1111"Tril) 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 APEX Tru eHo u se PE No. G Michael Noel 0 Kozlowski 60PE No 58544son pE No.71457y PE No.7 69311 A74126 Ply:2 SEAN:18175/T78/MONO Santayana Residence Qty: 1 FROM: DRW: FG01 Wgt:246.4 lbs / ... 03/30/2018 218 3118 I 6'414 I 8'8"9 I 11'1"15 13'5"10 15'11" 17'9" 19'10"81 { " " " " I " I " I " I " ,218 110256 2310 256 2310 256 110218 4X4 =5X5(**) m4X4 A=5X5 B C D E F G H I J li:Lt......;..__________ -__ -. -______On...___.______________.....„..--:_______ ._....2„....)I 1 ,1_1 .:11:Z.„,,.-----..:„_,*,_NX 71 10'1"8 K 1114X5(**) =X5 =X4 =8 8(**) P -=4X50 4X4 M L 1113X4(**) r 16,28 1 3'8" 1'10" 1'10" I 2'5'6 I 2'5'6 2814 2'5'6 I 256 1'10" 1'10" " I " " " I " I " " I " I ",11038616 8613 11311 1392 1628 1808 19108 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: 90 mph Pf:NA Ce:NA VERT(LL): 0.081 E 999 240 T 2018 /119 /1017/- /- /7.0 BCLL: 0.00 Enclosure:Open Lu:NA Cs:NA VERT(TL): 0.246 E 999 194 M 3144 /188 /1610/- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 A - - Wind reactions based on MWFRS Des Ld: 62.00 EXP:B - HORZ(TL): 0.035 A - - T Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 M Min Brg Width Req= 1.6 Soffit: 0.00 TCDL:0.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.421 Bearings T&M Fcperp=565psi. Load Duration:1.00 BCDL:0.0 psf TPI Std: 2014 Max BC CSI: 0.380 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.663 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.00 Plate Type(s): A-B 92-1175 F-G 233 -1603 Wind Duration:1.00 WAVE VIEW Ver:17.02.02.1208.15 B-C 163-1971 G-H 274 -485 Lumber Purlins C-D 216-2147 H-I 763 -41 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use puriins E-E 23 -163I-J 198 13 Bot chord 2x6 SP SS Dense to laterally brace chords as follows: E-F 236 6-16311 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 19.88 Maximum Bot Chord Forces Per Ply(lbs) Nailnote BC 120 0.00 19.88 Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers Top Chord:1 Row @ 6.00"o.c. at 24"OC unless shown otherwise above. T-S 8 -1 O-N 632 -246 Bot Chord:1 Row @12.00"o.c. The TC of this truss shall be braced with attached S-R 1369 -107 N-M 22 608 Webs :1 Row @ 4"o.c. spans at 24"oc in lieu of structural sheathing. R-Q 2088 -174 M-L 14 215 Use equal spacing between rows and stagger nails Q-P 2120 -220 L-K 2 0 in each row to avoid splitting. Wind P-O 1631 -236 Special Loads *****Gust Wind Speed lower than required for FL. Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) member design. Webs Tens.Comp. Webs Tens. Comp. TC:From 300 plf at 0.00 to 300 plf at 3.33 TC:From 249 plf at 3.33 to 249 plf at 3.96 Right cantilever is exposed to wind A-T 73 -949 F-O 32 -246 TC:From 114 plf at 3.96 to 114 plf at 15.92 A-S 1420 -111 O-G 1192 -113 TC:From 249 plf at 15.92 to 249 plf at 16.67 S-B 69 -869 G-N 79 -679 TC:From 300 plf at 16.67 to 300 plf at 19.88 B-R 779 -91 N-H 948 -119 BC:From 10 plf at 0.00 to 10 plf at 19.88 R-C 59 -523 H-M 87 -1004 TC: 635 lb Conc.Load at 3.83 C-Q 69 -319 M-I 36 -710 TC: 627 lb Conc.Load at 16.17 Q-D 243 -4 I-L 79 -2 Plating Notes D-P 34 -722 L-J 16 -244 P-E 70 -34 J-K 19 0 All plates are 3X4 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-7-12. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ig*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 • APEX Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:2 SEQN:18184/T77/FLAT Santayana Residence Qty: 1 FROM: DRW: FG02 Wgt:187.6 lbs .. / ... 03/30/2018 2'3"5 4'3"2 I62" 5 8'1" I 10013 I 11'10"14 13'10"11 I 162" " I " I " _ " I " " 1235 11113 11113 110" 11113 1101 11113 235 =4X5 =5X5(") =4X4 A B C D E F G H I N ❑ ❑ ❑ r % LTI _L C I I ❑ ❑ ] 10'1"8 R Q P 0 N M L K J III 3X4(**) =4X5 =5X5(") =4X4 1113X4(**) 1 16'2" A 11'11 13 I 1'11"13 I 1'11"13 I 1'11"13 I 2'3"5 I 1'11"13 I 1111 3 I 1'11"13 111 13 3'11"10 5'11"7 7'11"4 10'2"9 12'2"6 14'2"3 16'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.075 E 999 360 R 1630 /- /1408/- /- /7.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.233 N 999 240 J 1250 /11 /1110/- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.017 A - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.033 A - - J Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings R&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.317 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.565 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.573 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0-1001 E-F 0 -1438 I:NA GCpi:NA Plate Type(s): B-C 0-1613 F-G 0 -1425 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-1662 G-H 20 -1136 Lumber Purlins D-E 0-1441 H-I 30 -743 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins Bot chord 2x4 SP#1 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. TC 24 0.00 16.17 R-Q 7 0 N-M 1438 0 Nailnote BC 120 0.00 16.17 Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers Q-P 1147 0 M-L 1186 -13 Top Chord:1 Row 8.00"o.c. at 24"OC unless shown otherwise above. P-0 1694 0 L-K 845 -36 Bot Chord:1 Row @12.00"o.c. The TC of this truss shall be braced with attached O-N 1642 0 K-J 6 1 Webs :1 Row © 4"o.c. spans at 24"oc in lieu of structural sheathing. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads Provide uplift connections at bearings as indicated.UPLIFT (LB): 12 A-R 0 -798 N-E 90 89 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BRG.LOC(FT): 0.00 15.92 A-Q 1204 0 F-M 0 -189 TC:From 168 plf at 0.00 to 168 plf at 3.67 Truss designed for 130.00 mph wind,15.00 ft mean height Q-B 0 -693 M-G 504 0 TC:From 149 plf at 3.67 to 149 plf at 4.17 with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). B-P 604 0 G-L 0 -313 TC:From 14 plf at 4.17 to 14 plf at 12.00 Enclosed building(SBC) P-C 0 -385 L-H 461 0 TC:From 149 plf at 12.00 to 149 plf at 12.50 Truss must be installed as shown with top chord up. C-0 288 -185 H-K 32 -493 TC:From 200 plf at 12.50 to 200 plf at 16.17 O-D 151 -153 K-I 892 -35 BC:From 30 plf at 0.00 to 30 plf at 16.17 The overall height of this truss excluding overhang is D-N 186 -308 I-J 40 -604 TC: 615 lb Conc.Load at 4.17 1-7-12. Plating Notes All plates are 3X4 except as noted. (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. ( 'FI') 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Jg*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tr u eHo u se Michael 0 Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:3 SEAN:18125/T90/MONO Santayana Residence Qty: 1 FROM: DRW: FG03 Wgt:436.8 lbs ... / ... 03/30/2018 3314 I 63'4 I 8'7"9 10'9'2 I 13'1"6 I 15'2"15 I 17'7"4 I 20'6"10 { 23'10"8 3'314 2 11 6 2'4"5 2'1"9 2'4"5 2'1"9 2'4"5 2'11"6 3'3"14 =3X8 1113X4 1113X4 =6X10(") =6X8(") =5X7 '°`_4X10(") B C D E F G H I -4X4J if1,-, � \� \, �,� 10.1"8 - T1114X5 =X8 R wH1010(") P =6X12 =6X8 M =3X8 III1L 13X8V 1 17'10" 1 6'0"8 1 2'10"6 I 2'11"6 I 2'4"5 I 2'4"5 I 2'10"5 I 2'3"13 I 2'4"5 I 211 6 I 210"6 2'10"6 5'9"12 8'2"1 10'6"6 13'4.'10 15'8"7 18'0"12 21'0.'2 23'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: 90 mph Pf:NA Ce:NA VERT(LL): 0.203 D 999 240 T 3964 /228 /2109/- /- /3.5 BCLL: 0.00 Enclosure:Open Lu:NA Cs:NA VERT(TL): 0.616 D 533 216 U 11238/657 /6768/- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 A - - V -903 /903 /40 /- /- /5.5 Des Ld: 62.00 EXP:B - HORZ(TL): 0.072 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 T Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:0.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.711 U Min Brg Width Req= 4.1 Load Duration:1.00 BCDL:0.0 psf TPI Std: 2014 Max BC CSI: 0.952 V Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.809 Bearings T,U,&V Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.00 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.00 WAVE,HS VIEW Ver:17.02.02.1208.15 Lumber Purlins A-B 150-2625 F-G 194 -3319 B-C 267-4564 G-H 414 -22 Top chord 2x4 SP SS In lieu of structural panels or rigid ceiling use purlins C-D 296-5053 H-I 3553 -208 Bot chord 2x6 SP SS Dense to laterally brace chords as follows: D-E 204-3485 I-J 1275 70 Webs 2x6 SP#2:W2,W6 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) E-F 204 -3490 :W3,W4,W7 2x4 SP#3: TC 24 0.00 23.88 :W5 2x4 SP#1: BC 120 0.00 23.88 Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(lbs) Nailnote at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails The TC of this truss shall be braced with attached T-S 51 3 O-N 415 24 Top Chord:1 Row @ 2.50"o.c. spans at 24"oc in lieu of structural sheathing. Bot Chord:1 Row @12.00"o.c. S-R 3048 -174 N-M 160 -2743 Webs :1 Row @ 4"o.c. Wind R-Q 4865 -285 M-L 79 -1436 Repeat nailing as each layer is applied.Use equalGust Wind Speed lower than required for FL. Q-P 4942 -289 L-K 31 -2 spacing between rows and stagger nails in each row P-0 3490 -204 to avoid splitting. Wind loads based on MWFRS with additional C&C 3"o.c.spacing of nails perpendicular and parallel to member design. grain required in area over bearings greater than 3" Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Special Loads Max JT VERT DEFL:LL:0.20"DL:0.42".See detail A-T 72 -1250 F-O 57 -962 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) DEFLCAMB1014 for camber recommendations. A-S 2816 -161 O-G 3499 -205 TC:From 114 plf at 0.00 to 114 plf at 1.33 Provide for adequate drainage of roof. S-B 72-1248 G-N 135 -2298 TC:From 385 plf at 1.33 to 385 plf at 5.33 B-R 1702 -104 N-H 2856 -166 TC:From 249 plf at 5.33 to 249 plf at 7.33 Additional Notes TC:From 645 plf at 7.33 to 645 plf at 23.88 Negative reaction(s)of-903#MAX.from a non-wind R-C 55 -886 H-M 140 -2387 BC:From 10 plf at 0.00 to 10 plf at 23.88 load case requires uplift connection.See Maximum C-Q 416 13 M-I 145 -2475 TC:1418 lb Conc.Load at 6.33 Reactions. Q-D 344 -89 I-L 474 -25 D-P 103-1785 L-J 79 -1419 Plating Notes Truss must be installed as shown with top chord up. p-E 2 -125 J-K 307 14 All plates are 4X8 except as noted. The overall height of this truss excluding overhang is 1-7-12. (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: `11' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ell'FI) 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 APEX TrueHouse PE Noel GO K3aozlowskiJeffrey No 58544son FEPE No Murray1457y PE No 7769311 • A74126 Ply:2 SEAN:18236/T89/FLAT Santayana Residence Qty: 1 FROM: DRW: FG04 Wgt:305.2 lbs ... / ... 03/30/2018 1'6"4 3'9"12 i 668 8812 11'1"12 I 13'4" , 16012 I 18'4"4 19'1081 1'64 I " " I " I " " " " I238 2812 224 25 224 2812 238 1'6"4 8X12(**) =H0310 =3X8 =8X8(**) =6X12 A B C D E F G H I J T 1 { -f ► ► ❑ \ 1 1 0 tot„$ TS R Q P 0 N iglM L K 1116X8(") =8X8(") =3X8 =5X7 =4X8 =H0310 10X12(**) (I) r 1678 1 3'8" -I 278 1'6"4 I 3'9"12 I 61" I 8'6" I 11 4"8 I 13 9"8 I 16 0'12 I 18'4"4 19''10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.127 D 999 360 T 8259 /- /- /- /- /7.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.276 D 956 240 M 2280 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 A - - T Min Brg Width Req= 4.3 Des Ld: 62.00 EXP:NA HORZ(TL): 0.052 A - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:2.0 Bearings T&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.306 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.573 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.864 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-4630 F-G 0 -2952 I:NA GCpi:NA Plate Type(s): B-C 0-4630 G-H 0 -1078 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0-4348 H-I 76 0 Lumber Purlins D-E 0-3132 I-J 76 0 Top chord 2x6 SP SS Dense In lieu of structural panels or rigid ceiling use purlins E-F 0-3066 Bot chord 2x6 SP SS Dense to laterally brace chords as follows: Webs 2x6 SP#2:W2 2x6 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) :W3,W4,W5 2x4 SP#3: TC 24 0.00 19.88 Chords Tens.Comp. Chords Tens. Comp. BC 120 0.00 19.88 Nailnote Apply purlins to any chords above or below fillers T-S 34 0 0-N 1409 0 Nail Schedule:0.131"x3",min.nails at 24"OC unless shown otherwise above. S-R 4717 0 N-M 0 -175 Top Chord:1 Row @10.25"o.c. The TC of this truss shall be braced with attached R-Q 4717 0 M-L 0 175 Bot Chord:1 Row @ 3.25"o.c. spans at 24"oc in lieu of structural sheathing. Q-P 4216 0 L-K 0 0 Webs :1 Row @ 4"o.c. P-0 3066 0 Use equal spacing between rows and stagger nails Additional Notes in each row to avoid splitting. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs) 10"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 10" The maximum concentrated load is 7844# Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is A-T 0-3911 F-0 0 -613 Special Loads 1-8-0. A-S 5871 0 0-G 1813 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-S 42 -111 G-N 0 -932 TC:From 249 plf at 0.00 to 249 plf at 1.71 S-C 0 -284 N-H 1420 0 TC:From 114 plf at 1.71 to 114 plf at 19.88 C-R 61 0 H-M 0 -975 BC:From 10 plf at 0.00 to 10 plf at 19.88 C-0 159 -418 H-L 112 0 BC:7843 lb Conc.Load at 1.52 Q-D 374 22 I-L 0 59 Plating Notes D-P 0-1273 L-J 0 -98 P-E 354 0 J-K 19 0 All plates are 3X4 except as noted. (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. � (111'}{ 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f- \ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G APEX Tru eHo use PE No.608391owski pE No.58544son o58544son PE No Murray7457PE No Russell A74126 Ply:2 SEQN:18239/T72/FLAT Santayana Residence Qty: 1 FROM: DRW: FG05 Wgt:243.6 lbs ... / ... 03/30/2018 1 I- 1'6""4 1 3'4"13 1 5'6"2 1" 7'1"15 1 9'0"9 1 10'8"6 1 12'9"11 1 14'8114 1 16'2"8— 1'6 4 1'10"9 2'1"5 1'7"13 1'10"9 1'7"13 2'1"5 1'1r9 1'6"4 10X12(**) =H0310 =3X8 -- 8X8(**) =6X10 =5X5 A B C D E F G H I J T LJ _f 010'1"8 T S R Q P 0 N M L K 1116X8(**) =H1010(**) =3X8 =3X8 =3X8 =6X12 10X12(**) (I) I- 16'2"8 1 1L 1;614 1 1'10"9 1 1'7"13 1 1'10"9 I 2'4"1 _1 1'101'9 1 1'7"13 1 1'10"9 '- 1'6"4 16"4 3'4"13 5'0"10 6'11"3 9'3"5 11'1 14 12'9"11 14'8"4 16'2"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.127 E 999 360 T 8410 /- /- /- /- /7.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.267 E 987 240 K 1772 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 A - - T Min Brg Width Req= 4.4 Des Ld: 62.00 EXP:NA HORZ(TL): 0.051 A - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings T&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.316 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.584 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.447 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-4830 F-G 0 -4022 I:NA GCpi:NA Plate Type(s): B-C 0 -4830 G-H 0 -2938 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02.1208.15 C-D 0 -4837 H-I 0 -1044 Lumber Purlins D-E 0-4157 I-J 0 -1044 Top chord 2x6 SP SS Dense In lieu of structural panels or rigid ceiling use purlins E-F 0 -4108 Bot chord 2x6 SP SS Dense to laterally brace chords as follows: Webs 2x6 SP#2:W2 2x6 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) :W3 2x4 SP M-31: TC 24 0.00 16.21 Chords Tens.Comp. Chords Tens. Comp. BC 120 0.00 16.21 Nailnote Apply purlins to any chords above or below fillers T-S 35 0 O-N 3198 0 Nail Schedule:0.131"x3 min.nails at 24"OC unless shown otherwise above. S-R 5028 0 N-M 2124 0 Top Chord:1 Row @12.00"o.c. The TC of this truss shall be braced with attached R-Q 5028 0 M-L 2124 0 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) spans at 24"oc in lieu of structural sheathing. Q-P 4740 0 L-K 10 0 Webs :1 Row @ 4"o.c. P-0 4108 0 Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) 12"o.c.spacing of nails perpendicular and parallel to Webs Tens.Comp. Webs Tens. Comp. grain required in area over bearings greater than 12" A-T 0-3971 F-O 0 -455 Special Loads A-S 6084 0 O-G 1073 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-S 152 -35 G-N 0 -722 TC:From 114 plf at 0.00 to 114 plf at 16,21 S-C 0 -309 N-H 1003 0 BC:From 10 plf at 0.00 to 10 plf at 16.21 C-R 87 0 H-M 22 0 BC:8172 lb Conc.Load at 1.52 C-Q 201 -235 H-L 0 -1277 Plating Notes Q-D 269 -97 I-L 0 -115 D-P 92 -758 L-J 1312 0 All plates are 3X4 except as noted. P-E 261 -29 J-K 0 -859 (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Truss must be installed as shown with top chord up. The maximum concentrated load is 8173# The overall height of this truss excluding overhang is 1-7-12. NOTES: r 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO K3oozlowski PE No.58544Ameson o5854gson PE No 71457y APE No Russell7693 A74126 Ply:3 SEAN:18187/T80/FLAT Santayana Residence Qty: 1 FROM: DRW: FG06 Wgt:331.8 lbs .. / ... 03/30/2018 22"5 -i 3'10"3 I 5'6" I 6'11"1 I 8'6"15 10' 11'7"13 13'3"11 15'6" 2'2"5 1'7"13 1'7"13 1'5"1 1'7"13 I 1'5"1 I 1'7"13 I 1'7"13 I 2'2"5 6X10(**) =6X8 =5X7 1113X4 1113X4 =4X8 =6X8 =6X10(**) A B C D E F G H I J T i ti I 1<1 l ' '—' 1 - -74 010'1"8 T S R Q P 0 N M L K =8X12 =6X8 =5X7 =4X8 =6X8 =8X12 1 15'6" i 11;8"5 1'8"5 I 1'7"13 I 1'7"13 I 2'1"5 I 1'7"13 1'7"13 I 1'8"5 1'8"5 I I " " " I " I " " 1'8"5 3411 5'0"8 6'8"5 8911 1058 12'1"5 13911 156 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.189 E 984 360 T 7843 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.458 E 574 240 K 8172 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 A - - T Min Brg Width Req= - Des Ld: 62.00 EXP:NA HORZ(TL): 0.068 A - - K Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.616 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.774 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.653 A-B 0-3311 F-G 0 -8377 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0-5917 G-H 0 -7389 I:NA GCpi:NA Plate Type(s): C-D 0-7706 H-I 0 -5749 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 D-E 0-8401 I-J 0 -3351 Lumber Purlins E-F 0-8440 Top chord 2x6 SP SS Dense In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP SS Dense to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x6 SP#2:W2 2x4 SP SS: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. :W3 2x4 SP#1: TC 24 0.00 15.50 T-S 39 0 O-N 7734 0 :W4 2x4 SP#2: BC 120 0.00 15.50 :W5 2x4 SP#3: Apply purlins to any chords above or below fillers S-R 4124 0 N-M 6282 0 at 24"OC unless shown otherwise above. R-Q 64% 0 M-L 4107 0 Nailnote The TC of this truss shall be braced with attached Q P 7974 0 L-K 42 0 Nail Schedule:0.131"x3",min.nails spans at 24"oc in lieu of structural sheathing. P-0 8440 0 Top Chord:1 Row @ 3.50"o.c. Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Hangers/lies Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row Additional Notes A-T 0-2497 F-0 0 -330 to avoid splitting. A-S 3964 0 0-G 908 0 Truss must be installed as shown with top chord up. S-B 0-2258 G-N 0 956 Special Loads The overall height of this truss excluding overhang is B-R 2528 0 N-H 1561 0 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 1-7-12. R-C 0-1608 H-M 0 -1481 TC:From 541 p11 at 0.00 to 541 plf at 15.50 C-Q 1706 0 M-I 2315 0 BC:From 3 plf at 0.00 to 3 plf at 15.50 0-D 0 -745 I-L 0 -2100 BC: 869 lb Conc.Load at 1.90,3.90,7.23 D-P 602 0 L-J 4009 0 BC: -6 lb Conc.Load at 2.06,4.06,6.06,7.44 9.44,11.44,13.44 P-E 0 -274 J-K 0 -2521 BC:1487 lb Conc.Load at 5.23 BC: 889 lb Conc.Load at 9.23,11.23,13.23 BC: 883 lb Conc.Load at 14.44 Plating Notes All plates are 3X8 except as noted. (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (10 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer %gt\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:2 SEQN:24083/T57/HIPM Santayana Residence Qty: 1 FROM: DRW: FG07 Wgt:197.4 lbs ... / ... 03/30/2018 11"7 4'1"10 6'8"109'3"9 12'1"5 15'3"8 11"7 3'2"3 I 2'6"15 I 2'6"15 I 2'9"11 I 3'2"3 12 4 L/ =6X12(") =4X8 1113X4 =3X8 @ =4X8 \\\4XX5(")B C D E T2 F =6X10(")G T a \� ❑ �- i W T in 2 \4� \5 „ 1 �� _ 1 1 101 8 N M L K J I H 1113X4=5X7 =6X6(") =6X12(") =3X8 =6X10(") 1115X5(") r 1578 1 2'8113'0"7 I I 3'0"7 I 2'9"11 I 2'8"11 3'8"2 6'8"10 9'9"1 12'6"13 15'3"8 11 7 11"7 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.136 E 999 360 N 2352 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.402 E 681 240 H 4390 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - N Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.055 B - - H Min Brg Width Req= 2.6 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings N&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.825 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.711 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.780 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -880 D-E 0 -4583 I:NA GCpi:NA Plate Type(s): B-C 0 -2804 E-F 0 -5056 Wind Duration:NA WAVE VIEW Ver 17.02.02.1208.15 C-D 0 -4583 F-G 0 -3484 Lumber Purlins Top chord 2x4 SP#2:T2 2x4 SP M-31: In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP SS to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Webs 2x6 SP#2:W2,W5 2x4 SP#3: Chord Spacing(in oc) Start(ft) End(ft) N-M 16 0 K-J 5245 0 :W4 2x4 SP#2: TC 24 0.00 15.29 M-L 831 0 J-I 4065 0 :W6 2x4 SP#1: BC 120 0.00 15.29 Apply purlins to any chords above or below fillers L-K 3136 0 I-H 80 0 Nailnote at 24"OC unless shown otherwise above. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @ 3.25"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. A-N 0-1187 K-E 0 -765 Use equal spacing between rows and stagger nails A-M 1212 0 E-J 0 -599 in each row to avoid splitting. B-M 0 -853 J-F 1148 0 B-L 2208 0 F-I 0 -1835 Special Loads L-C 0-1051 I-G 3813 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-K 1639 0 G-H 0 -2152 TC:From 116 plf at 0.00 to 116 plf at 5.25 D-K 0 -400 TC:From 387 plf at 5.25 to 387 plf at 9.31 TC:From 251 plf at 9.31 to 251 plf at 11.31 TC:From 626 plf at 11.31 to 626 plf at 15.29 BC:From 10 plf at 0.00 to 10 plf at 15.29 TC:1420 lb Conc.Load at 10.31 Plating Notes Cr')7 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes The overall height of this truss excluding overhang is 1-8-0. NOTES: f" 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (IIT'li) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fit/\ Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE NMichael 0 39lowski Jeffrey 58544son PEFE No Murray71457 E No 7 69311 A74126 Ply:2 SEQN:18357/T64/SPEC Santayana Residence Qty: 1 FROM: DRW: FT01 Wgt:205.8 lbs ... / ... 03/30/2018 3'11" I 6'2"14 I 8713 I 11'3"7 I 13'5"10 I 16'3" 311" 2'3"14 2'4"14 2'7"10 2'2"2 2'9"6 12 =3X8 =3X8 1113X4 3X8 4 p C=5X5 D I E F G =4X8H 111---"111 in -A---- - -I- N O 10'1"8 1 4y A N M L K J III3X4r I =3X8 =3X8 1113X4 =8X8(") =4X8 1 r16'3" 1 2 I 4'4"8 2'3"14 2'2"2 2'7"10 2'4"14 2'3"14 4'4"8 I 6'8"6 I 8'10"9 I 11'6"3 I 13'11"2 I 16'3" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.078 E 999 360 0 1923 /- /1533/- /28 /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.323 E 981 240 I 2553 /- /2244/- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 I - - 0 Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.033 I - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Mist Criteria Creep Factor:2.0 Bearings 0&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.202 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.376 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.482 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 19 0 E-F 0 -3718 I:NA GCpi:NA Plate Type(s): B-C 0-2521 F-G 0 -3611 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-2612 G-H 0 -1940 Lumber Additional Notes D-E 0-3674 Top chord 2x4 SP M-31:T2 2x6 SP SS Dense: Provide uplift connections at bearings as indicated. Bot chord 2x6 SP SS Dense UPLIFT (LB): Maximum Bot Chord Forces Per Ply(lbs) Webs 2x6 SP#2:W2,W3 2x4 SP#3: BRG.LOC(FT): 0.00 16.00 Chords Tens.Comp. Chords Tens. Comp. :W4,W5 2x4 SP#2: Truss designed for 130.00 mph wind,15.00 ft mean height B-N 2389 0 L-K 3718 0 with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). N-M 3615 0 K-J 2362 0 Nailnote Enclosed building(SBC) Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is M-L 3755 0 J-I 36 0 Top Chord:1 Row @ 9.75"o.c. 1-7-14. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. C-N 639 0 F-K 0 -563 N-D 0-1196 K-G 1458 0 Special Loads D-M 169 0 G-J 0 -1165 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) M-E 0 -120 J-H 2134 0 TC:From 55 plf at -2.00 to 55 plf at 3.92 E-L 0 -190 H-I 0 -1204 TC:From 323 plf at 3.92 to 323 plf at 16.25 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 10 plf at 0.00 to 10 plf at 16.25 Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 16.25 BC 120 0.15 16.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer "r*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHouse PE No.160839 G Kozlowski 0 39lowski Jeffrey No.58544son o58544son PE No.71457y PE No.77e9311 A74126 Ply:1 SEQN:18036/T81/SPEC • Santayana Residence Qty: 1 FROM: DRW: FT02 Wgt:91.7 lbs ... / ... 03/30/2018 3'11" 6'3"14 8'8"13 11'3"7 13'6"2 16'3" 3'11" I 2'4°14 I 2'4°14 I 2'6°10 I- 2'2"10 I 2,8'.14 12 =3X4 =3X4 1113X4 =3X8 =6X6(") 4 VC_4X4(") D E F G H 4x4(•*)B So 1 - A —"al O 1 N 10'1„8 6:---1-,---”. N M L K J I I O =3X4 =3X4 1113X4 =8X8(") =4X8 1114X4(") A 16'3" 1 ♦--2' I 4'2°8 I 2'4°14 I 2.3°2 I 2'6°10 I 2'5"6 I 2'4°6 , 4'2"8 6'7"6 8'10 9 11'5"3 13'10"10 16'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.167 E 999 360 0 1518 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.357 E 737 240 I 1509 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 C - - 0 Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.047 C - - I Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings 0&I Fcperp=565psi. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.760 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.500 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.819 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 64 0 E-F 0 -3027 I:NA GCpi:NA Plate Type(s): B-C 0-3076 F-G 0 -2989 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-2925 G-H 0 -1535 Lumber D-E 0-3429 Top chord 2x4 SP#1:T2 2x4 SP#2: Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 SP SS Dense (lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Special Loads B-N 2876 0 L-K 3027 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) N-M 3428 0 K-J 1759 0 TC:From 101 plf at -2.00 to 101 plf at 16.25 M-L 3070 0 J-I 11 0 BC:From 10 plf at 0.00 to 10 plf at 16.25 TC: 510 lb Conc.Load at 3.92,16.25 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes 6 plate(s)require special positioning.Refer to C-N 214 0 F-K 0 329 scaled p ( ) q p N-D 0 -586 K-G 1432 0 scaled plate plot details for special positioning requirements. D-M 50 0 G-J 0 991 M-E 418 0 J-H 1720 0 Purlins E-L 0 -378 H-I 0 -1436 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 -2.00 16.25 BC 120 0.15 16.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 1-7-14. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jg*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No Michael 0 39lowski PErNo. 854gson PE No 71457y PE No 7769311 A74126 Ply:1 SEQN:18085/T83/SPEC Santayana Residence Qty: 1 FROM: DRW: FT03 Wgt:89.6 lbs / ... 03/30/2018 4'3" I 6'2"7 I 8'1"13 I 10'3" I 12'0"11 I 14'0"1 I 16'3" 4F '3" 1'11 7 1'11"7 2'1"3 1'9"11 1'11"7 2'2"15 12 =3X4 =3X4 1113X4 =4X4 =4X5 4 I/ =5X5")C DT-1"3 D E F G H =6X6" I T T _ 1.....:.„..„-_-:::..----o El I // r 4X4(..)e 1 y3 A ial 1 1 (V 0 10'1"8 • ' P 0 N M L K .§J l =3X4 =3X4 III 3X4 =4X4 =8X8(") E4X8 1114X4(") r 16'3" 1 1---2 I 4'6"8 I 1'11"7 I 1'9"11 I 2'1"3 I 1'11"7 I 1'11"15 I 1'10"15, 4'6"8 6'5"15 8'3"9 10'4"12 12'4"3 14'4.'1 16'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.151 E 999 360 Q 1655 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.366 E 747 240 J 1629 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 C - - Q Min Brg Width Req= 1.7 Des Ld: 62.00 EXP:NA HORZ(TL): 0.045 C - - J Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings Q&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max IC CSI: 0.874 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.480 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.808 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 73 0 E-F 0 -3523 I:NA GCpi:NA Plate Type(s): B-C 0-3350 F-G 0 -3489 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0-3204 G-H 0 -2548 Lumber D-E 0-3706 H-I 0 -1424 Top chord 2x4 SP#1 :T2 2x4 SP#2: Bot chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Special Loads B-P 3137 0 M-L 2721 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) P 0 3692 0 L-K 1644 0 O-N 3555 0 K-J 9 0 TC:From 116 plf at -2.00 to 116 plf at 16.25 N-M 3523 0 BC:From 10 plf at 0.00 to 10 plf at 16.25 TC: 504 lb Conc.Load at 4.25,16.25 Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")6 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-P 296 46 M-G 973 0 requirements. P-D 0 -623 G-L 0 -786 D-O 63 -78 L-H 1145 0 Purlins O-E 337 0 H-K 0 -1000 In lieu of structural panels or rigid ceiling use purlins E-N 0 -283 K-I 1697 0 to laterally brace chords as follows: F-M 0 -306 I-J 0 -1559 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 16.25 BC 120 0.15 16.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 1-9-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6:11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE No.Michael 60839 lowskiJeffrey P PE No. 854gson Derek B PE No.71457y Adam K PE No 7 69311 APEX A74126 •Ply:2 •SEAN:18354/T65/SPEC • Santayana Residence Qty: 1 FROM: DRW: FT04 Wgt:211.4 lbs ... / ... 03/30/2018 4'3" 6'2"12 8'1"8 10'3" 11'11" 13'9"12 16'3" I' 4'3" I 1'11"12 I 1'10"12 I 2.1"8 I 1'8" I 1'10"12 { 2'5,4 '� 123X8 =3X8 1113X4 =3X8 =4X8 4 p D DT-1"3 6X6 E F G H I J T �3X4C =4X10( ) T T = 10(C5 II / -j �j� o3X4(C5 � 1 -2 A - RI Q P O N M L 1114X4.§K 010'1"8 =3X8 3X8 1113X4 3X8 =8X8(") =6X8 1 16'3" j 2 I 4'8"8 I 1'11112 I 1'8" I 2'1"8 I 1'10"12 I 1'10"12 I 1'11"12, 4'8"8 6'8"4 8'4"4 10'5"12 12'4"8 14'3"4 16'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.088 F 999 360 R 2501 /- /- /- /- /8.0 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.306 F 971 240 K 2992 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.016 K - - R Min Brg Width Req= 1.5 Des Ld: 62.00 EXP:NA HORZ(TL): 0.036 K - - K Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings R&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.269 Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.461 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.429 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 37 0 F-G 0 -4382 I:NA GCpi:NA Plate Type(s): B-C 0-2988 G-H 0 -4299 Wind Duration:NA WAVE VIEW Ver:17.02.02.1208.15 C-D 0 -2934 H-I 0 -3384 Lumber Purlins D-E 0-3071 I-J 0 -1950 E-F 0-4126 Top chord 2x4 SP M-31:T2 2x6 SP SS Dense: In lieu of structural panels or rigid ceiling use purlins Bot chord 2x6 SP SS Dense to laterally brace chords as follows: Webs 2x6 SP#2:W2,W3 2x4 SP#3: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) :W4 2x4 SP#2: TC 24 -2.00 16.25 Chords Tens.Comp. Chords Tens. Comp. :W5 2x4 SP#1: BC 120 0.29 16.25 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.750' Apply purlins to any chords above or below fillers B-0 2781 0 N-M 3689 0 at 24"00 unless shown otherwise above. Q-P 4031 0 M-L 2419 0 Nailnote P-O 4398 0 L-K 29 0 Nail Schedule:0.131"x3",min.nails O-N 4382 0 Top Chord:1 Row @ 6.75"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. D-Q 838 0 N-H 797 0 Q-E 0 -1239 H-M 0 -860 Special Loads E-P 270 0 M-I 1260 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) P-F 0 -355 I-L 0 -1324 TC:From 116 plf at -2.00 to 116 plf at 4.25 F-O 0 -84 L-J 2250 0 TC:From 384 plf at 4.25 to 384 plf at 16.25 G-N 0 -444 J-K 0 -1423 BC:From 10 plf at 0.00 to 10 plf at 16.25 Plating Notes (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes The overall height of this truss excluding overhang is 1-9-3. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (I'll 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noe16039Kozlowski Jeffrey PE No.58544son o5854gson PE No 71457y APE No Russet A74126 Ply:1 SEQN:17997/170/GABL Santayana Residence Qty: 1 FROM: DRW: GE01 Wgt:63.0 lbs ... / ... 03/30/2018 379 6'2" 91"7 174„ 3'2"9 2'11"7 2'11'7 3'2"9 I 4'10" I -1'4"--i (TYP) 12 Dm4X4 J11111111 . E 0 12 4 p ^-. 05X7('-)B F�5X7(--) i. T � ► I =3X4(")A ', 3X4(..) 1 i .._ 020'11"6 L K J I H r 124 1 3.0"13I 1'7'7 I 2'11"8 I 177 I 3'0'.13 f 3'0"13 4'8"4 7'7"12 9'3"3 12'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.042 K 999 240 A 375 /266 /167 /- /82 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.104 C 999 180 G 375 /266 /167 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.023 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.94 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.179 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.975 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.109 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 590 -778 D-E 338 -397 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 364 -491 E-F 364 -491 Lumber Wind C-D 338 -397 F-G 590 -778 Top chord 2x4 SP#2 Wind loads based on MWFRS. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Special Loads See DWGS A14030ENC101014&GBLLETIN1014 for A-L 720 -547 J-I 358 -266 gable wind bracing and other requirements. L-K 705 -534 I-H 705 -534 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is K-J 358 -266 H-G 720 -547 TC:From 55 Of at 0.00 to 55 plf at 2.29 3-7-10 TC:From 27 plf at 2.29 to 27 plf at 3.21 TC:From 29 plf at 3.21 to 29 plf at 9.12 Maximum Web Forces Per Ply(lbs) TC:From 27 plf at 9.12 to 27 plf at 10.04 Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 10.04 to 55 plf at 12.33 BC:From 10 plf at 0.00 to 10 plf at 2.29 L-B 111 -100 I-F 344 -435 BC:From 5 plf at 2.29 to 5 plf at 10.04 B-K 344 -435 F-H 111 -100 BC:From 10 plf at 10.04 to 10 plf at 12.33 BC: 41 lb Conc.Load at 2.29,10.04 Maximum Gable Forces Per Ply(lbs) BC: 28 Ib Conc.Load at 3.15,5.15,7.18,9.18 Gables Tens.Comp. Gables Tens. Comp. Plating Notes K-C 111 -86 E-I 111 -86 All plates are 3X4 except as noted. D-J 286 -223 (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.33 BC 92 0.15 12.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (1119Tri-l'Ir- 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No160839G Kozlowski 0 391owski Jeffrey No.58544son PE No Murray747PE No.Russell A74126 Ply:1 SEAN:18003/T7/SPEC • • Santayana Residence Oty: 1 FROM: DRW: GE02 Wgt:57.4 lbs ... / ... 03/30/2018 32"94'8" 6' 7'4" 8'9"7 12' I- 3,2„9 I 1'5„7 I 1,4" I 1,4" I 1'5„7 I 3,2„9 -I 12 D- -4X4 9 V �- 1113X4 C E 1113X4 12 N 4 p -§, g 5X7(")B F a 5X7(") T �►� IAIIP r' =3X4(..)A ',�■ A -3X4(..) 1 43 si r• r• O 2011"6 L K J I H '=' 1113X4 =3X4 1113X4 =3X4 1113X4 i 12' 1 3'0"131'5"7 1'512 1'512 1'5'7 3'0"13 3,0"13 I 4'6"4 I 6' I 7'5"12 I 8'11"3 I 12' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.041 K 999 240 A 369 /264 /163 /- /78 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.098 C 999 180 G 369 /264 /163 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.021 C - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.88 ft Code I Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.173 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.982 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.110 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 581 -760 D-E 333 -399 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 372 -497 E-F 372 -497 Lumber Additional Notes C-D 333 -399 F-G 581 760 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is Bot chord 2x4 SP#2 3-6-2. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Special Loads A-L 703 -538 J-I 360 -271 L-K 688 -525 I-H 688 -524 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) K-J 360 -271 H-G 703 -538 TC:From 55 plf at 0.00 to 55 plf at 2.29 TC:From 27 plf at 2.29 to 27 plf at 3.21 TC:From 29 plf at 3.21 to 29 plf at 8.79 Maximum Web Forces Per Ply(lbs) TC:From 27 plf at 8.79 to 27 plf at 9.71 Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 9.71 to 55 plf at 12.00 BC:From 10 plf at 0.00 to 10 plf at 2.29 L-B 125 -104 E-I 119 -93 BC:From 5 plf at 2.29 to 5 plf at 9.71 B-K 338 -425 I-F 338 -425 BC:From 10 plf at 9.71 to 10 plf at 12.00 K-C 119 -93 F-H 125 -104 BC: 41 lb Conc.Load at 2.29,9.71 D-J 289 -221 BC: 28 lb Conc.Load at 3.16,5.16,6.85,8.85 Plating Notes (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.00 BC 93 0.15 11.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11-11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer if*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse E No.Michael 08391owski PE No.58544son o5854gson FE No.71457y PE No 77769311 A74126 Ply:1 SEAN:17720/T1/HIP_ Santayana Residence Qty:4 FROM: DRW: HJO1 Wgt:18.2 lbs / ... 03/30/2018 12 2.83 i__-- 1113X4(** C T 1 3X4(**) g co LO " -X i_ 00 20'1 1"6 A E D _.---- 1113X4(**) 3'2"14 2'10"10 + 3'2"14 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 156 /173 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 41 /64 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.003 D - - E Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.32 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.236 Bearing E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.115 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.032 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -12 B-C 32 -6 Wind Duration:1.60 WAVE VIEW Ver.17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 B-D 1 10 Plating Notes Maximum Web Forces Per Ply(lbs) (")3 plate(s)require special positioning.Refer to Webs Tens Comp. scaled plate plot details for special positioning requirements. C-D 35 13 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 -2.89 3.24 BC 37 0.15 3.24 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 1-1-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noels 3o�zlowski Jeffrey No. 854gson PE No Murray7457PE No.7776931 A74126 Ply:1 SEQN:17741/T11/HIP_ • Santayana Residence Qty: 1 FROM: DRW: HJ02 Wgt:25.9 lbs ... / ... 03/30/2018 3'3"11 a 5'2"3 3'3"11 1'10"8 12 6.36 V D 11 � 22'8"15 THD' 2.76 0I T -04X8(<,) O N IL° N 3X4(")B _ HB 1'10"8 I1I2011u6 �� A e= III3X4F E H2'10"10 I 5'2"3H 5'2"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.036 C 999 240 G 189 /212 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.048 F 999 180 E 70 /64 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - D 67 /42 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.83 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.236 E Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.164 D Min Brg Width Req= - Load Duration:1.25 P Bearing G Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.031 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 19 -12 C-D 31 -19 Top chord 2x4 SP#2 B-C 71 37 Bot chord 2x4 SP#2 Webs 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes (")2 plate(s)require special positioning.Refer to l3-F 30 47 F-E 0 0 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins C-F 13 0 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 -2.89 5.18 BC 60 0.15 5.18 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-1-1. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE Noe16039Kozlowski effrey P son PE No. 8544 Derek B PE No 71457y Adam K PE No 8769311 APEX A74126 Ply:1 'SEQN: 17744/T8/HIP_ Santayana Residence Qty: 3 FROM: DRW: HJO3 Wgt:25.9 lbs .. / ... 03/30/2018 3'3"11 5'713 3'3"11 I_ 2'4"3 -i 12 6.36 V D h T 0 22'11"15 • T 2.76 o 04X8(..)C rn v o T #0 O N r 3X4(")B _� HB 2'4"3 N N 1 i 2 E 20'11"6 A e. : 1113X4 F E I---2'10"10 I 57"13H 5'7"13 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.054 C 999 240 G 198 /221 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.077 F 999 180 E 70 /58 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 D - - D 72 /37 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.016 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.95 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.236 E Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.247 D Min Brg Width Req= - Load Duration:1.25 Bearing G Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.043 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 19 -12 C-D 34 -19 Top chord 2x4 SP#2 B-C 79 45 Bot chord 2x4 SP#2 Webs 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes 2 plate(s)require special positioning.Refer to B F 37 53 F-E 0 0 (`) P O q P scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins C-F 13 -2 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 -2.89 5.65 BC 66 0.15 5.65 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-4-1. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (9IT'll) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ig*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 "4111111.11W . APEX Tru eHo u se P Noel 0 3o9zlowski FE No. 8544son PE No.71457y PE No.77769311 A74126 Ply:1 SEQN: 17874/T54/HIP_ Santayana Residence Qty: 2 FROM: DRW: HJ04 Wgt:39.2 lbs ... / ... 03/30/2018 6'1"12I 99 5 H 6'1"12 3'7"9 D 12 T al 2'5"13 2.83 V 3X4C v N (h 3X4(A1 B °' —,— _....mlliglligillIllIllIllIlljl L._ A =-_... = O 10'1"8 E F 4X4(") F----2'9"15 I- 9'6"13 I8 9'6"139"5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.020 F 999 240 B 297 /635 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 C 999 180 E 245 /130 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 F - - D 45 /- /6 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.012 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.495 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 1.000 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.698 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 19 -9 C-D 23 -40 B-C 429 -423 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-F 426 -323 F-E 0 0 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-F 344 -446 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.83 9.77 BC 109 0.67 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-7-13. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Fiends Corporation. Florida Engineer g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se PE No I60 39lowski Pb No. 854gson pE No.71457y PE No.Russell7693 A74126 Ply:1 SEON:17895/T62/HIP_ Santayana Residence Oty: 2 FROM: DRW: HJ05 Wgt:28.0 lbs ... / ... 03/30/2018 • 12 2.83 p 11'9"13 M 3X4(A1)B F- �3 ( 10'1"8 A E D 2'9"15 I 6'11"6 6'11"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA E 222 /229 /- /- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 88 /22 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 D - - C 51 /39 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.015 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.303 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.322 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing E Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 19 -9 B-C 34 -9 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Purlins B-D 0 0 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 -2.83 6.95 BC 75 0.15 6.95 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 1-11-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer %ffw` Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tr u eHo u se PE No Michael GO 3oozlowski Jeffrey No 58544son PB No Murray74PE No.7 69311 A74126 Ply:1 SEAN:17970/T30/HIP_ Santayana Residence Qty: 2 FROM: DRW: HJ06 Wgt:43.4 lbs .. / ... 03/30/2018 4'8'15 9V5 I 4'8"15 5'0"5 D 12 T - O13'11"6 6.36 m 12 2.78 f5X7(")C V ao =3X4(A1)B 4 3 A -501 .m....1v O 10'1"8 H = G E F 1113X4 =4X4(") - I----2'10"11 I 4'7"3 I 4'11"9 4'7"3 9'6"135 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 G 999 240 H 284 /276 /- /- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 G 999 180 E 228 /89 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 D - - D 85 /23 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS NCBCLL:W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.610 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.992 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.397 Bearing H Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 . Lumber Wind A-B 19 -9 C-D 40 -61 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. B-C 408 -730 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) The overall height of this truss excluding overhang is Special Loads Chords Tens.Comp. Chords Tens. Comp. 4-1-6. B-G 718 -372 F-E 0 0 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 0 plf at -2.89 to 54 plf at 0.00 G-F 701 -366 TC:From 2 plf at 0.00 to 2 plf at 4.75 TC:From 2 plf at 4.75 to 42 plf at 7.64 Maximum Web Forces Per Ply(lbs) TC:From 2 plf at 7.64 to 2 plf at 9.77 Webs Tens.Comp. Webs Tens. Comp. BC:From 0 plf at -2.89 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 9.77 G-C 152 -49 C-F 376 -720 TC: -53 lb Conc.Load at 1.46 TC: 84 lb Conc.Load at 4.29 TC: 147 lb Conc.Load at 7.12 BC: -11 lb Conc.Load at 1.46 BC: 65 lb Conc.Load at 4.29 BC: 141 lb Conc.Load at 7.12 Plating Notes (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.89 9.77 BC 110 0.15 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer lq*/\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 -� APEX Tru eHo u se PE Noel GO K3oozlowski Jeffrey No 58544 son PE No.71457y RussellAdam K Derek PE No.77693 A74126 Ply:1 SEQN:17967/T35/HIP_ Santayana Residence Qty: 2 FROM: DRW: HJO7 Wgt:43.4 lbs ... / ... 03/30/2018 4'8"15 9'9"5 I"' I 4,8"15 I 5'0"5 D 12 i; T T O 13'11"6 6.36 m 12 2.78 55X7(*')C v T ii Ni- so En ,_ =3X4(A1)B -41; �� 010'1"8 A H� G E F 1113X4 =4X4(**) - I-2'10"11 I 47 3 I 411 9 4'7"3 9'6"135 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions fibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 G 999 240 H 284 /280 /- /- /- /10.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 G 999 180 E 240 /96 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 D - - D 88 /25 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.026 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.632 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.999 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.413 Bearing H Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Wind A-B 19 -9 C-D 41 -63 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. B-C 425 -761 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Special Loads 4-1-6. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) G- 748 -389 F-E 0 0 F TC:From 0 plf at -2.89 to 54 plf at 0.00 -F 730 -382 TC:From 2 plf at 0.00 to 2 plf at 4.75 TC:From 2 plf at 4.75 to 42 plf at 7.64 Maximum Web Forces Per Ply(lbs) TC:From 2 plf at 7.64 to 2 plf at 9.77 Webs Tens.Comp. Webs Tens. Comp. BC:From 0 plf at -2.89 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 9.77 G-C 152 -54 C-F 392 -749 TC: -53 lb Conc.Load at 1.46 TC: 84 lb Conc.Load at 4.29 TC: 154 lb Conc.Load at 7.12 BC: -11 lb Conc.Load at 1.46 BC: 65 lb Conc.Load at 4.29 BC: 156 lb Conc.Load at 7.12 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.89 9.77 BC 108 0.15 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03 should be used in conjunction with the architectural plans during installation. (11-11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jf*/\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN 17711/T4/JACK Santayana Residence Qty: 16 FROM: DRW: J01 Wgt:7.0 lbs ... / ... 03/30/2018 12 4 i - C 3X4(**) B I M00 \„ , 21,4„1 VP I\ 20'1 1"6 A =' - \I ►� D 1' I 210118 + H H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 323 /204 /206 /- /42 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -44 /44 /40 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -93 /93 /78 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.12 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.969 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.122 C Min Brg Width Req= - Spacing:24.0” MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 38 0 B-C 79 -35 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-8-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 11 /\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G APEX TrueHouse PE o 60 39lowski PE No.58544son o58544son PE No.71457y PE No.Russell A74126 Ply:1 SEON:18000/T5/EJAC Santayana Residence Qty: 8 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 03/30/2018 12 C 4 1113X4(** T 3X4(**) B 00 __iiril _ a i mini i, 20'11"6 N— A � p III 3X4(**) f 2'Orr8 ed--. 2'4„ Loading Criteria(psf) Wind Criteria U Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 265 /140 /157 /- /59 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 28 /34 /45 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:21.35 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.554 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.138 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.014 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 38 0 B-C 8 -21 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 B-D 8 -4 Plating Notes Maximum Web Forces Per Ply(lbs) (")3 plate(s)require special positioning.Refer to Webs Tens.Comp. scaled plate plot details for special positioning requirements. C-D 43 27 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 -2.04 2.33 BC 26 0.15 2.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-1-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6'1 I2.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 APEX Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17738/T3/EJAC , Santayana Residence Qty: 4 FROM: DRW: J03 Wgt:16.1 lbs ... / ... 03/30/2018 H 2'4"1 -I 3 2'4"1 7"15 12 9 V D I-0 T 4 12 4X8(„�C,_I -- 22'3"6 V 3X4(„) B '��B 7"15 ^ i'' • Cr) 1 —3 11 ! ! N 20'11"6 A : 1113X4 F E I 2'0"8 I 3' H 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 F 999 240 B 272 /132 /154 /- /79 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.007 F 999 180 E 44 /16 /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - D 33 /19 /19 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:21.59 ft Code/Misc Criteria Creep Factor 2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.974 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.265 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.022 Bearing B Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 38 0 C-D 20 -21 Top chord 2x4 SP#3 B-C 11 60 Bot chord 2x4 SP#3 Webs 2x6 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes (**)2 plate(s)require special positioning.Refer to B F 34 12 F-E 0 0 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins C-F 65 -38 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 -2.04 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. � (fir'}{ 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 APEX Tru eHo use PE Noel 0 39lowski FE No. 8544son FE No 71457y APE No 7 69311 A74126 Ply:1 SEON:17735/T10/JACK Santayana Residence Qty: 4 FROM: DRW: J04 Wgt:13.3 lbs ... / ... 03/30/2018 2'4"1 3' F 2'4"1 +7"15'1 12 9 7 12 C 4 V ( ) BB�11 T (1) 22'3"6 0.4X8r) B � T93 3X4(.,) q /_....didifil� „15 v i T3 i 1 ! ! 20'11"6 IrMI 1113X4 E D F 3' H 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 B 999 240 A 102 /32 /42 /- /54 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 B 999 180 D 57 /27 /28 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 B - - C 37 /25 /24 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.94 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.113 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.149 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.018 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 5 -34 B-C 22 -26 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-E 17 -17 E-D 0 0 (")2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply plate plot details for special positioning (lbs ) requirements. Webs Tens Comp. PurlinsB-E 58 -42 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-8. NOTES: 't 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11'1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation Florida Engineer lq*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use E Noel GO K3oozlowski Jeffrey No.58544son o5854gson PE No 71457y PE No.7769311 A74126 Ply:1 SEAN:17811/T47/JACK • Santayana Residence Oty: 4 FROM DRW: J05 Wgt:7.0 lbs / ... 03/30/2018 12 4 [: ;=-- 3X4(**)B Le)I 10,6"3 `01 00, �, 101"8 A '—' \V f" 2' 1r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 240 B 520 /303 /429 /- /38 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 D 999 180 D -68 /68 /45 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - C -281 /281 /181 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.943 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.143 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 35 0 B-C 223 -94 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 2 -2 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 1.00 BC 6 0.52 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes Negative reaction(s)of-281#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. The overall height of this truss excluding overhang is 0-8-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. T(erli) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer %gV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.Michael 08391owski PE No.58544son o58544son PE No 71457y PE No 78769311 A74126 Ply:1 SEQN:17814/T46/JACK Santayana Residence Qty:4 FROM: DRW: J06 Wgt:12.6 lbs ... / ... 03/30/2018 12 C 4 1__-- .' T T co 1 1,2„3 co 3X4(**) B 5111. ___Allillilli 1 r 0 1 0'1"8 1 A D i "4 I- 2' 1 3• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 D 999 240 B 308 /116 /207 /- /54 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.005 D 999 180 D 27 /13 /21 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - C 46 /32 /27 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.004 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.525 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.176 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 B-C 15 -36 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 3.00 BC 30 0.52 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 1-4-3. NOTES: f 1.This drawing is not suffiuent alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. fi*/\TH 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 APEX Tru eHo use PE o.160839 lowski Jeffrey No.58544son o58544son PE No 71457y APE No Russell A74126 Ply:1 SEQN:17817/T44/JACK Santayana Residence Qty: 4 FROM: DRW: J07 Wgt:18.2 lbs .. / ... 03/30/2018 C 4 12 T1110"3 • Tct)co O 3X4(.*) B I N CV T � 10'1"8 A 4H 5' I-.--- 25' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/def L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 D 999 240 B 339 /102 /215 /- /78 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 D 999 180 D 58 /- /21 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 104 /52 /36 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.005 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.700 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.254 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Spac ng:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi.0.18 Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 B-C 33 -54 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes (")1 plate(s)require special positioning.Refer to B-D 0 0 scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 5.00 BC 54 0.52 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-0-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. �\ ( UJJt) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer l�- Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE oel GO K3oozlowski FE No. 854gson FE No Murray7457PE No 77789311 A74126 Ply:1 SEAN:17820/T48/EJAC Santayana Residence Qty:4 FROM: DRW: J08 Wgt:25.2 lbs ... / ... 03/30/2018 C T 0 12'6"3 4 12 L/ M CV ;— VI 3X4(**)B CO 43 1 1 0 1 8 A R. =' D �I t H 7' 27' - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 D 999 240 B 391 /112 /239 /- /101 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 D 999 180 D 88 /- /33 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 D - - C 156 /81 /68 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.015 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.561 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.321 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 B-C 49 -73 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 ("*)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 7.00 BC 75 0.52 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-8-3. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer J/ /\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE oe160 391owski Jeffrey No. 8544 son PE No.71457y PE No.Russell A74126 Ply:1 SEQN:17823/T40/EJAC • Santayana Residence Qty: 2 FROM: DRW: J09 Wgt:25.2 lbs ... / ... 03/30/2018 C 1 12'6"3 12ici) 4 IM 00 N- EN M 3X4(*'t)B M �'3 I �� 1p'1"8 A =� =� D h 2' - 7 H 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeOICSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 369 /105 /226 /- /101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 93 /- /36 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 D - - C 156 /84 /75 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.018 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.561 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.358 C Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 B-C 49 -68 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 (')1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-8-3. NOTES: Ill- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'1.1) 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 APEX TrueElouse E Noel 60839 PE No.58544PE No Kozlowski son Murray1457PE No 77769311 A74126 Ply:1 SEQN:17883/T49/EJAC Santayana Residence Qty: 17 FROM: DRW: J10 Wgt:25.2lbs ... / ... 03/30/2018 C 12'5"3 12 4 V co F--- N CV 3X4(**)B ``' 1 10'1"8 A D 2' 6'9" 6'9" H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 362 /103 /222 /- /98 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /- /34 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - C 149 /81 /72 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.016 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.512 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.331 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 B-C 47 -67 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Plating Notes B-D 0 0 ('*)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 6.75 BC 75 0.15 6.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-7-3. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (IT'll) 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 APEX TrueHouse PE No.160 391owski PE No 58544son PE No Murray74PE No.Russell A74126 Ply:1 SEQN:17886/T29/JACK , Santayana Residence Qty: 12 FROM: DRW: J11 Wgt:7.0 lbs ... / ... 03/30/2018 12 4 C 3X4(** B) " cy „ 10'6"3 3 ��' C° A\ 10'1"8 A p .- Mr • H 2' + 1H 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 314 /160 /231 I- /35 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D -42 /42 /32 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -89 /89 /63 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.858 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.108 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 B-C 70 -33 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes B-D 0 0 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-8-3. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation.TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer fi*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 G APEX TrueHouse PE Noel 60839 Michael PE No. 854gson PE No 71457y PE No 78769311 A74126 Ply:1 SEON:17889/T28/JACK Santayana ResidenceQty: 12 FROM: DRW: J12 Wgt:12.6lbs ... / ... 03/30/2018 12 C 4 1 .. 1 -r- I i) 11'2"3M 3X4(') g `r 43 giEllilll .- 7 0 10'1"8 p` � D 3' F" 2' + 3r H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 267 /100 /179 /- /54 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 33 /6 /20 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 42 /26 /17 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.858 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.209 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 37 0 B-C 13 -38 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp Plating Notes g-D 0 0 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-3. NOTES: 111- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (16'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer /q*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17892/T60/EJAC Santayana Residence Qty: 3 FROM: DRW: J13 Wgt:18.2 lbs ... / ... 03/30/2018 C 12 11'10"3 4i clip,A M b 3X4(**) B N ti CV 43X 10'1"8 A D I- 2' I5r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 313 /94 /198 /- /78 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 64 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 102 /56 /47 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.005 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.522 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.282 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 B-C 32 -52 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes (**)1 plate(s)require special positioning.Refer to B D 0 0 scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-0-3. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jf*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel 08381owski Jeffrey PE No. 854gson FE No Murray7457PE No 7769311 A74126 Ply:1 SEAN:17955/T18/JACK Santayana Residence Qty: 6 FROM: DRW: J14 Wgt:21.0 lbs ... / ... 03/30/2018 3'4"13I 5' 3'4"13 1'7"3 12 9 / D hi — T 12 6 3 12 04X8("*)C T 4p �0 p V N r 3X4(") B HB 1'7"3 NM i■ 1 10'1"8 A =� III 3X4 F E ...i_is_ 371 18"15 2' 3'3.,1 5' ') Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R NJ /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 C 999 240 B 313 /89 /195 /- /99 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 C 999 180 E 71 /15 /37 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - - D 74 /39 /48 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.018 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.522 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.360 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.054 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 C-D 44 -53 B-C 22 -86 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-F 11 -9 F-E 0 0 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins C-F 84 -68 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 -2.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-8-3. NOTES: It' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer lq*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEAN:17961/T33/JACK • Santayana Residence Qty: 2 FROM: DRW: J14A Wgt:18.2 lbs ... / ... 03/30/2018 3'6"5 5'1"8 1' 3'4"13 I 17"3 12 C 9 r( 12,6"3 12 T 4 p4X8(")B T 110 _ 90 M r p N HB 1'7"3in N 3X4(") „„„gigo __ .._ 1 .1 - 410'1"8 F 1113X4E D l' 5' 1 3'3"1 I 1'8"15 1' 3'4"9 5'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 B 999 240 F 163 /29 /82 /- /80 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.088 B 969 180 D 85 /23 /52 /- /- /1.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.015 C - - C 80 /43 /56 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.025 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.392 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.518 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.070 A-B 21 -85 B-C 48 -57 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-E 16 -13 E-D 0 0 Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Plating Notes B-E 89 -74 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-8-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH) 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer 7f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Na Michael60 391owski PE No 8544 son 5PE No 71457y PE No 777693II A74126 Ply:1 SEQN:17958/T9/EJAC Santayana Residence Qty: 6 FROM: DRW: J15 Wgt:28.0 lbs ... / ... 03/30/2018 I 34"13 I 7' I 3'4"13 3'7"3 D . 14'0"3 12 9V IV 12 C ; 4X8(*•)C in T 4l� 10 'I HB 37"3 to =3X4(")B 1 � % 10'1"8 A ...--=–_-. 1113X4F E — — I—2, I 371 I 3'8"15 3'3"1 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.123 C 669 240 B 372 /78 /221 /- /152 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.301 C 424 180 E 95 /12 /53 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.049 D - - D 130 /83 /93 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.079 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.389 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.481 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.092 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 C-D 78 -102 Top chord 2x4 SP#2 B-C 42 -151 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-F 20 -15 F-E 0 0 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Purlins C-F 112 -104 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 -2.00 7.00 BC 82 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-2-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'1.1) 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 APEX TrueHouse E No.l 0 39lowski PE No.58544son o58544son PE No 71457y PE No 77693II A74126 Ply:1 SEON:17964/T32/EJAC . Santayana Residence Qty: 6 FROM: DRW: J15A Wgt:25.2 lbs ... / ... 03/30/2018 T� 3'6"5 7'1"8 { 3'4"13 I 373 C 14'0"3 12 9 12 � 4 p o e so4X8r)B in T /0 'k IHB3'T'3 =r' w3X4(.")A 1 1 - _ 10'1s F II3X4 E D I 7' IC 371 I 3'8"15 3'4"9 T1"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in roc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.163 B 523 240 F 229 /30 /114 /- /133 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.377 B 316 180 D 101 /17 /64 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.066 C - - C 139 /86 /100 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.109 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.454 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.592 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.124 A-B 39 -149 B-C 84 -105 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP#2 A-E 29 20 E-D 0 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Plating Notes B-E 115 -110 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-2-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11.1'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Iql*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 G APEX Tru eHo use PE oel 60839 ozlowski PE No. 8544�n PE No Murray7457PE No.7 69311 A74126 Ply:1 SEQN:18152/T69/JACK Santayana Residence Qty: 7 FROM: DRW: J16 Wgt:8.4 lbs ... / ... 03/30/2018 12 4 C 3X4(**) B rA rn in 101 8 A ii•--- si D 2' 1'5" 1'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.006 C 999 240 B 275 /131 /198 /- /38 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.011 C 999 180 D -66 /66 /65 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.004 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.288 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.198 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.000 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 B-C 0 -12 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#3 B-D 0 0 Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 1.42 BC 15 0.15 1.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-9-14. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Pir'H) 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 APEX Tru eHo u se P Naoel K3oozlowski PE No.58544son PE No.71457y APE No 7 69311 A74126 Ply:1 SEQN:17786/T15/COMN • Santayana Residence Qty: 1 FROM: DRW: T01 Wgt:134.4 lbs ... / ... 03/30/2018 2'41 5' 102" 154" 1711"15 20'4" 1- 24"1 I 2.7..15 I 52" I 5'2" I 7715 I- 24"1 -I 12 04X8(") 1113X4 54X8(') V D E F 1- _ 411110N 12 glin r- co 4 p 1:, 05X7(")C G5X7(") Co `-' IT 4X5(A1)B :% 0 ■ H=4X5(A1) 1 �, A a20'11"6 • ' N M L K J 1113X4 -4X4 =8X8(•') =_4X4 1113X4 1 20'4" 1 2.0„8 I 5' ( 52" I 52" I 5' I 2,0,.8--I5' 102" 15'4" 20'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 E 999 240 O 1430 /663 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.257 E 999 240 H 1418 /653 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.037 J - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.34 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.614 Bearings 0&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.970 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.380 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 38 -24 E-F 907 -2024 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 1290-2974 F-G 1015 -2297 Lumber Additional Notes C-D 997-2238 G-H 1254 -2916 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is D-E 907 -2024 H-I 38 24 Bot chord 2x6 SP SS Dense 3-1-8. Webs 2x4 SP#3:W1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads B-N 2817-1220 L-K 1825 -801 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) N-M 2869-1253 K-J 2838 -1229 TC:From 55 plf at -2.04 to 55 plf at 2.34 M-L 1778 -787 J-H 2762 -1185 TC:From 57 plf at 2.34 to 57 plf at 5.00 TC:From 55 plf at 5.00 to 55 plf at 15.33 TC:From 57 plf at 15.33 to 57 plf at 18.00 Maximum Web Forces Per Ply(lbs) TC:From 55 plf at 18.00 to 55 plf at 22.38 Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at -2.04 to 4 plf at 0.00 BC:From 10 plf at 0.00 to 10 plf at 20.33 N-C 109 -174 L-F 227 -119 BC:From 4 plf at 20.33 to 4 plf at 22.38 C-M 483 -1131 F-K 997 -378 BC: 631 lb Conc.Load at 3.77 D-M 935 -359 K-G 443 -1051 BC: 645 lb Conc.Load at 16.23 D-L 278 -136 G-J 145 -255 Plating Notes E-L 198 -284 (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 22.38 BC 86 0.15 20.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: r 1.This drawing is not suffident alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6IH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer %q /\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel 08391owski PC No 58544son PE No 714570 PE No 7769311 A74126 Ply 1 SEQN:17782/T20/JACK Santayana Residence Qty: 2 . FROM: DRW: T02 Wgt:124.6 lbs ... / ... 03/30/2018 2'4'1 7' 13'4" 17'11"15 20'4" I- 2.4 "1 I 47'15 I 6'4" I 4'7''15 I 2'4"1 05X5("") %5X5(••) D E 12 :� kr N, 9p m F- 12 4 p 04X8(••)C H.,44x,r) 1\/ .. ,T =3x4(••>B .G , :�') 1 A I� �H 020'11"6 K J I =3X8 w5X5(••) 83X8 1 20'4" 1 I-2,0„8 I 10,2„ I 204" I 2.0..8- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R 1 U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.075 J 999 240 B 792 /231 /386 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.169 J 999 240 G 792 /231 /386 /- I- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.036 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.09 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.452 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.742 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.347 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 38 0 E-F 833 -1688 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 611 -1408 F-G 610 -1408 Lumber C-D 834-1688 G-H 38 0 D-E 413 -731 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes (.1 7 plate(s)require special positioning.Refer to B-K 1305 -494 J-I 687 199 scaled plate plot details for special positioning K-J 687 -190 I-G 1305 517 requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins C-K 396 -623 J-E 171 30 to laterally brace chords as follows: K-D 843 -435 E-I 843 -433 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 22.38 D-J 171 -30 F-I 396 -623 BC 120 0.15 20.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-7-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 61'14) 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 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17778/T22/JACK Santayana Residence Qty: 2 FROM: DRW: T03 Wgt:118.3 lbs ... / ... 03/30/2018 1'0"1 7'8" 10' 16'7"15 19' 11'0••1( I (6.7.15 2'4" 67"15 2.4•.1 65X7(") m4X5(**) _ D E V ir io 12 4 p- 0517(0 5IT(**) "')C N.45X7(**)113X8(") ,ii �ip - l9 1 A i _r. �\ 3X4(') H - 120'11"6 K J I -(1} m3X4 5X5(") 1113X4 - 1 19' 1 --3,4„8 I 7.8,. 2,4„ 9. 7'8" I 10' I 2'0"8..8-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.073 J 999 240 B 839 /231 /428 /- /207 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.216 J 999 226 G 747 /175 /376 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0,041 D - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.84 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.604 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.694 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.843 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 58 0 E-F 317 -730 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 516 -832 F-G 611 -1433 Lumber C-D 305 -730 G-H 38 0 D-E 342 -494 Top chord 2x4 SP#2:T1 2x4 SP M-31: Bot chord 2x4 SP#2 Webs 2x4 SP#3:W4 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.120' Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-K 666 -253 J-I 1376 -569 (")7 plate(s)require special positioning.Refer to K-J 494 35 G 1355 538 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-K 292 -455 J-F 538 895 to laterally brace chords as follows: D-K 190 58 F-I 157 78 Chord Spacing(in oc) Start(ft) End(ft) E-J 198 45 TC 24 -3.37 21.04 BC 120 0.00 18.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-1-8. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11.-11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse E No Michael effrey P Arne FE No. 854gson PB No.71457y Adam K PE No 78769311 Derek B APEX A74126 Ply:1 SEQN:17774/T19/JACK Santayana Residence Qty: 7 FROM: DRW: T04 Wgt:133.7 lbs ... / ... 03/30/2018 11'01 5'0'12 8'10" 12'T4 16'7"15 19' :00:11 I4'0"12 I 3'9"4 I 3'9"4 ` 4'0"12 I 2'4"1 E=4X4 12 9 0 3X4 D E�3X4 e<- 12 4 p kH0510(•') 016X8(•')C G T 114X8(•')B di l 1 1-6— .. _20'I A �\I M L K J 3X4 =5X7(••) =3X4 113X4 — 1 19' 1 I^3'4"8 I 4'9"4 I 4'0"12 I 4'0"12 I —.d6'1'4 I 2'0"8 -( 4'9"4 8'10" 12'10"12 19' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERTU): 0.043 K 999 240 B 843 /202 /425 /- /234 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.097 K 999 226 H 750 /150 /372 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.025 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.28 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.458 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.428 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.205 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 58 0 E-F 323 -597 Wind Duration:1.60 WAVE,HS VIEW Ver 17.02.02.1208.15 B-C 498 -809 F-G 348 -905 Lumber C-D 282 -766 G-H 454 -1275 D-E 308 -596 H-I 38 0 Top chord 2x4 SP#2:T1 2x4 SP SS: Bot chord 2x4 SP#2 Webs 2x4 SP#3:W5 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.120' Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-M 632 -125 K-J 1214 -387 5 plate(s)require special positioning.Refer to M-L 565 -112 J-H 1186 -367 Cr') P O q P L-K 673 -128 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-M 177 -371 L-F 232 354 to laterally brace chords as follows: M-D 128 7 F-K 236 -40 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -3.37 21.04 D-L 163 -209 K-G 263 -543 BC 120 0.00 18.85 E-L 424 -243 G-J 111 -101 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 7-0-0. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business Na 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ,V\ APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE Na 58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17808/T26/COMN Santayana Residence Qty: 1 FROM: DRW: T05 Wgt:134.4 lbs ... / ... 03/30/2018 2'4"1 5' 10'2" 154" 17'11"15 20'4" F 2,4 "1 I 2715 I 5'2" 1 5'2" I 27.15 I 2'4"1 12 04X8(") 1113X4 38( ) 4X '• T12 9V0111 D alto T m q (z:z.- in ;5X7(")C NGSX7l..> r-' imI rT 73 A =4X5(A1)B 10 -1.1.;' H=4X5(A1) in • N M L K J :,111111.1111 . i sv 1113X4 =4X4 =8X8(") m4X4 113X4 j20'4" 1 I--2,o"e I 5' I 52" I 52" I- 5' I 2'0"8_'.1 5' 10,7' 154" 20.4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.117 E 999 240 O 1420 /647 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.259 E 999 240 H 1420 /647 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.037 J - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.34 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.604 Bearings 0&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.991 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.377 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 - Plate Type(s): A-B 38 -24 E-F 907 -2058 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 1235-2921 F-G 1004 -2308 Lumber Additional Notes C-D 1004 -2308 G-H 1235 -2921 Top chord 2x4 SP#2 The overall height of this truss excluding overhang is D-E 907 -2058 H-I 38 24 Bot chord 2x6 SP SS Dense 3-1-8. Webs 2x4 SP#3:W1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads L--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) N-N 2845-1167 -K 845 2 92 TC:From 55 plf at -2.04 to 55 plf at 2.34 N-M 2845-1221111 KK-J 22845 -1211 TC:From 57 plf at 2.34 to 57 plf at 5.00 M-L 1833 -792 J-H 2767 -1167 TC:From 55 plf at 5.00 to 55 plf at 15.33 TC:From 57 plf at 15.33 to 57 plf at 18.00 Maximum Web Forces Per Ply(lbs) TC:From 55 plf at 18.00 to 55 plf at 22.38 Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at -2.04 to 4 plf at 0.00 BC:From 10 plf at 0.00 to 10 plf at 20.33 N-C 146 -260 L-F 254 -130 BC:From 4 plf at 20.33 to 4 plf at 22.38 C-M 434-1049 F-K 989 -366 BC: 634 lb Conc.Load at 4.10,16.23 D-M 989 -366 K-G 434 -1049 Plating Notes D-L 254 -130 G-J 146 -260 E-L 198 -284 (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.04 22.38 BC 89 0.15 20.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: f 1.This drawing is not suffident alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer i� Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEON:17729/T6/COMN Santayana Residence Oty: 1 FROM: DRW: T06 Wgt:65.8 lbs ... / ... 03/30/2018 2'4"162" 9'1115 174" 2'4"1 I 3'9"15 I 3 995 I 2'4"1 • C=4X4 Z� 41 12 v 4 p 0 5X7(")B D$5X7(") =3X4("")A .10' �► E=3X4(..) r y-� ,��i 1 f -0 . 020'11"6 H G F 1113X4 =3X8 113X4 k 174" 1 6'2" 6'2" I6,2„ I 12.4" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 G 999 240 A 410 /113 /174 /- /97 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 G 999 180 E 410 /113 /174 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.016 F - - A Min Brg Width Req= - NCBCLL:10.00 Mean Height:23.12 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.169 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.445 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.170 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 495 -905 C-D 273 -511 GCpi:0.18 Plate Type(s): _ _ B-C 273 -511 D-E 495 -905 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-H 848 -444 G-F 857 -458 Webs 2x4 SP#3:W1 2x6 SP#2: H-G 857 -458 F-E 848 -443 Plating Notes (")4 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. H-B 54 -32 C-G 298 -143 Purlins B-G 367 -502 D-F 54 -32 In lieu of structural panels or rigid ceiling use purlins G-D 367 -502 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.33 BC 120 0.13 12.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-0-0. NOTES: Ill" 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ill) 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 TrueHouse PE Noel G60839 ozlowski Jeffrey No. 8544�n Derek B PE No.71457y Adam K PE No.7 69311 APEX A74126 Ply:1 SEON:17732/T2/SPEC - Santayana Residence Qty: 1 FROM: DRW: T07 Wgt:72.8 lbs ... / ... 03/30/2018 3'4" I 6'2" I 9' I 12,4„ 3'4" 2'10" 2'10" 3'4" — 12 C=4X4 9V - 1113X4(") 1113X4(") A 05X5(")B Da5X5(") E T E ► -3 90 1 , 111 II , (20'11 H I114X5(R) G 1114X5(R)F =3X8 r 12'4" 1 62" 6'2" I6,2„ 12,4,. -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 G 999 240 H 416 /122 /170 /- /62 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.047 G 999 180 F 416 /122 /170 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL): 0.013 F - - H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.89 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.170 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.360 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.200 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 4 -11 C-D 271 -501 GCpi:0.18 Plate Type(s): B-C 271 -501 D-E 4 -11 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 H-G 630 -369 G-F 630 -369 Webs 2x4 SP#3 Plating Notes Maximum Web Forces Per Ply(lbs) (")4 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning A H 90 99 C-G 363 173 requirements. H-B 404 -686 D-F 404 -686 Purlins B-G 231 -296 E-F 90 -99 In lieu of structural panels or rigid ceiling use purlins G-D 231 -296 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.33 BC 120 0.00 12.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide for complete drainage of roof. The overall height of this truss excluding overhang is 4-0-0. NOTES: r 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use PE Noel a K3oozlowski PE No. 854gson Derek B PE No 71457y Adam K Russe PE No.77769311 APEX A74126 Ply:1 SEON:17747/T14/MONO Santayana Residence Qty: 1 FROM: DRW: T08 Wgt:30.8 lbs ... / ... 03/30/2018 2'4"1378 5' F 2'4"1 I 1'4"7 I 1,3"8 "I 12 0-4X4(**) Ill 3X46**) 9 / 12T4 p 5X7(**)B cn T ( )A ,�/�� N 3X4 Al '�!. m ,- i1 ffll....gillIllgMApt 20'11"6 1113 4 =3X4 1113X4(`) 1 5' 1 378 I 1'3"8 I 3'8"8 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 F 999 240 H 635 /240 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 F 999 180 E 631 /269 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.014 C - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.20 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.247 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.379 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.181 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 422 -1107 C-D 9 -21 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 44 -92 Lumber Wind Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: Right end vertical not exposed to wind pressure. A-G 1058 -400 F-E 22 -9 Special Loads Additional Notes G-F 871 -335 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is TC:From 55 plf at 0.00 to 55 plf at 2.34 2-1-14. Maximum Web Forces Per Ply(lbs) TC:From 57 plf at 2.34 to 57 plf at 3.71 Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 3.71 to 55 plf at 5.00 G-B 623 -215 C-F 49 0 BC:From 5 plf at 0.00 to 5 plf at 5.00 TC: 67 lb Conc.Load at 3.66 B-F 370 -963 D-E 58 -120 BC: 410 lb Conc.Load at 1.40 BC: 416 lb Conc.Load at 3.40 BC: 70 lb Conc.Load at 3.66 Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11-H 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 APEX TrueHouse PE Noel G60839 ozlowski Jeffrey No.58544son o5854gson PE No 71457y PdE No.7 69311 A74126 Ply:1 SEQN:17750/T13/MONO Santayana Residence Qty: 1 FROM: DRW: T09 Wgt:30.8lbs ... / ... 03/30/2018 2'4"1I 4'0"8 I 5' 2'4"1 1'8"7 11"8 12 %4X4('') 1113XX4(") 9 � T ,Il. 1111. 12 4 V 05X7(")B T 410. N 3 ' - MI - 1 /:( 20'11"6 _. 1113X4 =3X4 1113X4(") 1 5' 4'0"8 FI ' 118 1 40"8 5, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 C 999 240 H 627 /231 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.047 C 999 180 E 645 /268 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.007 C - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.33 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.208 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.333 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.191 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 419 -1143 C-D 6 -14 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 38 -76 Lumber Wind Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: Right end vertical not exposed to wind pressure. A-G 1091 -397 F-E 16 -6 Special Loads Additional Notes G-F 916 -341 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is 2-4-14. Maximum Web Forces Per Plylbs TC:From 55 pl.F c.at 0.00la 55 plf.F atc 2.34 (lbs) TC:From 58 plf at 2.34 to 58 plf at 4.04 Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 4.04 to 55 plf at 5.00 G-B 585 -188 C-F 28 -2 BC:From 5 plf at 0.00 to 5 plf at 5.00 B-F 364 -980 D-E 52 117 TC: 72 lb Conc.Load at 4.00 BC: 410 lb Conc.Load at 1.40 BC: 416 lb Conc.Load at 3.40 BC: 70 lb Conc.Load at 4.00 Plating Notes (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (Ti'li) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 TrueHouse PE Noe160839lowski effrey PE No 58544son PE No MurrayDerek B457Adam K PE No 7 69311 APEX A74126 Ply:1 SEQN:17795/T24/SPEC Santayana Residence Qty: 1 FROM: DRW: T10 Wgt:70.0 lbs ... / ... 03/30/2018 3'4" 6' I 8'8" I 12' I3'4" 2,8" 2'8" 3'4" 12 C4X4 — 9 A. 1113X4(") I113X4(") o A, 5X5(")B Da5X5(") E T C la ar 93 b 1 , U MIN r 20'11"6 — H 1114X5(R) G 1114X5(R)F =3X8 1- 12' 1 6' 6' I- 6, I- 12, H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.019 G 999 240 H 405 /121 /165 /- /58 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.045 G 999 180 F 405 /121 /165 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.012 F - - H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.82 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.170 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.342 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.198 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 4 .-11 C-D 266 -488 GCpi:0.18 Plate Type(s): B-C 273 -494 D-E 4 -11 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Simpson Construction Hardware is specified based Chords Tens.Comp. Chords Tens. Comp. Sot chord 2x4 SP#2 on the most current information provided by Simpson H-G 624 -380 G-F 607 -359 Webs 2x4 SP#3 Strong-Tie.Please refer to the most recent Simpson Strong-Tie catalog for additional information. Plating Notes Maximum Web Forces Per Ply(lbs) Recommended hanger connections are based on (")4 plate(s)require special positioning.Refer to manufacturer tested capacities and calculations. Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning Conditions may exist that require different A-H 81 -90 C-G 367 -191 requirements. connections than indicated.Refer to manufacturer H-B 417 -680 D-F 392 -660 publication for additional information. B-G 249 -305 E-F 92 99 Purlins Bearing at location x=0' uses the following G-D 225 -285 In lieu of structural panels or rigid ceiling use purlins support conditions:0' to laterally brace chords as follows: Bearing H (0',20'11"6)LUS26 Chord Spacing(in oc) Start(ft) End(ft) Supporting Member:(1)2x6 SP SS Dense TC 24 0.00 12.00 into supporting BC 120 0.00 12.00 member, Apply purlins to any chords above or below fillers into supported at 24"OC unless shown otherwise above. member. (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide for complete drainage of roof. The overall height of this truss excluding overhang is 3-10-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH4 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 TrueHouse PE No 1l 60 39lowski effrey FE No 58544son FE No. MurrayDerek B457Adam K PE No 7 69311 APEX A74126 Ply:1 •SEON:17792/T16/COMN • Santayana Residence Oty: 1 FROM: DRW: T11 Wgt:60.2 lbs / ... 03/30/2018 2'4"1I 6' I 9'7"1512' 12' II 2'4"1 3'7"15 3'7"15 2'4"1 C=4X4 12 9V `0 12 0 4 p in Ig5X7(")J� :5X7(") I 3X4(.") ✓ �► E=3X4( ) e3 n, ❑ ❑ ft.... 0 20'11"6 H G F 1113X4 =3X8 113X4 1 12' 1 F 6' I 6' I 6' 12' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.026 G 999 240 A 399 /72 /169 /- /93 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 G 999 180 E 399 /72 /169 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.015 F - - A Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.06 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.155 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.263 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.152 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 484 -872 C-D 270 -497 GCpi:0.18 Plate Type(s): B-C 270 -497 D-E 484 -872 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-H 817 -432 G-F 825 -445 Webs 2x4 SP#3:W1 2x6 SP#2: H-G 825 -446 F-E 817 -431 Plating Notes (")4 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. H-B 51 -31 C-G 292 -146 Purlins B-G 354 -480 D-F 51 -31 G-D 354 -480 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.00 BC 120 0.13 11.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-10-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 1f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tr u eHo u se Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17804/T21/MONO Santayana Residence Qty: 2 FROM: DRW: T13 Wgt:30.8 lbs / ... 03/30/2018 2'4"1 4'0"85' 2'4"1 I 1'8"7 I 11"8 12 04X4(**) 111364(") 12 T a (: ''' 05X7(")B T 111101N 1 3 1 im 1 _ ,It / \2011"6 1113X4 =3X4 1113X4(') t�'/J C 5' I 412"8 I 11"8 4'0"8 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 C 999 240 H 615 /201 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.046 C 999 180 E 634 /257 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.007 C - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.33 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.204 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.327 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.187 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 375 -1120 C-D 6 -14 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 37 -75 Lumber Hangers/Ties Top chord 2x4 SP#2 Simpson Construction Hardware is specified based Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense on the most current information provided by Simpson Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x6 SP#2: Strong-Tie.Please refer to the most recent Simpson A-G 1069 -355 F-E 15 -6 Strong-Tie catalog for additional information. G-F 898 -306 Special Loads Recommended hanger connections are based on -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) manufacturer tested capacities and calculations. Maximum Web Forces Per Ply From 55 plf at 0.00 to 55 plf at 2.34 Conditions may exist that require different (Ib s) TC:From 58 plf at 2.34 to 58 plf at 4.04 connections than indicated.Refer to manufacturer Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 4.04 to 55 plf at 5.00 publication for additional information. BC:From 5 plf at 0.00 to 5 plf at 5.00G-B 572 -163 C-F 30 -3 TC: 72 lb Conc.Load at 4.00 Bearing at location x=4'9" uses the following B-F 327 -961 D-E 51 -115 BC: 399 lb Conc.Load at 1.40 support conditions:4'9" BC: 405 lb Conc.Load at 3.40 Bearing E (4'9",20'11"6)HTU26 BC: 70 lb Conc.Load at 4.00 Supporting Member:(1)2x6 SP SS Dense (20)0.148"x3"nails into supporting Plating Notes member, (11)0.148"x1.5"nails into supported (")4 plate(s)require special positioning.Refer to member. scaled plate plot details for special positioning requirements. Additional Notes Purlins The overall height of this truss excluding overhang is 2-4-14. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 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 Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell APEX ru eHo use PE No.60839 PE No 58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17880/T76/HIPM Santayana Residence Qty: 1 FROM: DRW: T14 Wgt:68.6 lbs ... / ... 03/30/2018 7' 10'4"8 13'9" 7' I 3.4"8 I 3'4'8 IlI3X4 III3X4(R) C=4X8 D E 12T T 4 V _ M W (V M 3X4(,.)B 14;9 A J _J l 010'1"8 H G F 1113X4 =4X8 1113X4(••) 6"4 F- j 10'1"12 j 3'1"I 7'1"12 3'2"12 3'4"8 I -2 I 7'1"12 I 10'4"8 I 13'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 H 999 240 B 594 /214 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 H 999 180 G 1497 /478 /- /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.009 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.612 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.433 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.362 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 -17 C-D 338 -102 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 215 -646 D-E 338 -102 Lumber Wind Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Left and right cantilevers are exposed to wind B-H 550 -173 G-F 6 -2 Special Loads H-G 574 -178 (Lumber Dur.Fac.=1.25/Plate DuFac.=1.25) Additional Notes r. TC:From 55 plf at -2.00 to 55 plf at 7.00 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) TC:From 27 plf at 7.00 to 27 plf at 13.75 2-8-3. Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at -2.00 to 4 plf at 0.00 C-H 415 -85 G-E 127 -422 BC:From 10 plf at 0.00 to 10 plf at 7.01 BC:From 5 plf at 7.01 to 5 plf at 13.75 C-G 343-1108 E-F 82 0 TC: 201 lb Conc.Load at 7.01 D-G 224 -435 TC: 156 lb Conc.Load at 9.06,11.06,13.06 BC: 333 lb Conc.Load at 7.01 BC: 88 lb Conc.Load at 9.06 BC: 93 lb Conc.Load at 11.06,13.06 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 13.75 BC 120 0.52 13.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f' 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11.*11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fiV\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 ��7�_+� APEX Tr1 ueHouse PE No 10839 lowskiPErNo 58544son PE No 71457y 7 PE No 7769311 A74126 Ply:1 SEQN:17835/T74/HIPM Santayana Residence Qty: 1 FROM: DRW: T15 Wgt:60.2 lbs ... / ... 03/30/2018 I 9' ` 13'9" I 9' 4'9" 4X4(••) C =3X4 D T 12 4 V "a ih le h 3X4(• •101018 B In ny'a I A 2: pm �F E 3X4 1113X4(••) 6"4 �- 10'1"12 1 3'1" I I- I 104 I 35 2' 10'4" 13'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 D 999 240 B 474 /132 /279 /- /125 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.052 D 999 180 F 571 /224 /245 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.032 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.764 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.623 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.092 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 126 -136 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 76 -172 Lumber Top chord 2x4 SP#1 :T2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-F 86 -72 F-E 6 -6 Plating Notes (••)3 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-F 280 -353 D-E 55 -54 Purlins F-D 190 -177 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 -2.00 13.75 BC 75 0.52 13.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-4-3. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (IfirrH) 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fi*/\ Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:17863/T50/HIPM • Santayana Residence Qty: 1 FROM: DRW: T16 Wgt:67.2 lbs .. / ... 03/30/2018 7'5"13 I 11' { 13'9" 7'5"13 3'6"3 2'9" I113X4(") D=4X4 E 4 12 443X4 C 111 1\ D Irx o _ "v i-. 1 v 3X4(.,)B di3 A i = (10'1"8 ri G$ =3X4F 1/ =3X4 6"4 f- 1 10'112 1 31' -I I^2, I I 10'4" 3'5" 'd 10'4" 13'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 G 999 240 B 474 /124 /277 /- /148 /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 G 999 180 G 571 /208 /249 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.013 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.525 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.581 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.130 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 123 -151 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 84 -321 D-E 2 -1 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-G 250 -128 G-F 69 -52 Plating Notes (")2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-G 244 -395 D-F 88 -119 Purlins G-D 261 -250 E-F 63 -77 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 -2.00 13.75 BC 75 0.52 13.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-0-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 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 TrueHouse PE Noe160 39Kozlowski PE No. 5544son PE No MurrayDerek B7457Adam K PE No 8769311 APEX A74126 Ply:1 SEQN: 17860/T45/HIPM Santayana Residence Qty: 1 FROM: DRW: T16A Wgt:70.0lbs ... / ... 03/30/2018 75'11 10'5'1 2 � 139" 7'5"11 3'0"1 3'3"4 E - - -1113X4(") - �3X4 0 12 ir4 p �5X5(..)C m Zr' �� v kr in CO =3X4(" B 3 A 22 . 3X4 G F _L _410'1"8 3X4 - r.41 10'1"12 1 3'1"- I"-2' I 10'2.,4 I 3,6"12 10'2"4 139" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 G 999 240 B 467 /97 /270 /- /125 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 G 999 180 G 584 /166 /266 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.012 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.500 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.560 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.117 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 109 -175 Wind Duration:1.60 WAVE VIEW Ver 17.02.02.1208.15 B-C 53 -299 D-E 19 -34 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-G 229 -115 G-F 91 -77 Plating Notes Maximum Web Forces Per Ply(lbs)plate(s)require special positioning.Refer to scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-G 192 -372 D-F 119 -136 Purlins G-D 248 -246 E-F 49 -91 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 -2.00 13.46 BC 75 0.52 13.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-8-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Iir'FI) 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 APEX TrueHouse PE Noel 008Koozlowski P8 No 5854gson P8 No Murray7457APE No 8769311 A74126 Ply:1 SEAN: 18110/T84/MONO Santayana Residence City: 2 FROM: DRW: T17 Wgt:78.4 lbs / ... 03/30/2018 75"11 10'5"1215'9"8 7'5"11 I 3'0"1 I 53..12 1113X4(" E _ _ i 12 /3X4 D 4 i - f 5X5(") 0 N 3X4(..)B ...... 111116.N I A - _ _ 10'1"8 Ele 3X4 113 4 R) - 41 9.9"12 A 55'8 1 I-2, I 10,2"4 I 5.7"4 10'2"4 15'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 G 999 240 B 473 /71 /276 /- /146 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 G 999 180 G 505 /115 /277 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - F 212 /38 /96 /- /- /3.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.011 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor 2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.456 G Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.593 F Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.149 Bearings B,G,&F Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber A-B 37 0 C-D 47 -207 Top chord 2x4 SP#2 B-C 22 -414 D-E 40 55 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes 3 plate(s)require special positioning.Refer to B G 340 -128 G-F 163 -33 (") P O q P scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins G-G 4 -336E-F 40 -125 2 to laterally brace chords as follows: G-D 2411 -21111 E-F 107 125 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 15.79 BC 75 0.52 15.79 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 5-7-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. illifT.F; 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc,Florida Corporation. Florida Engineer lq*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 -� APEX TrueHouse PE Noel 60839G Kozlowski Jeffrey No 58544 son PE No.71457y Adam K Russell PE No.77693 A74126 Ply:1 SEQN:17857/T75/MONO Santayana Residence Qty: 1 FROM: DRW: T17A Wgt:70.0 lbs ... / ... 03/30/2018 I 7'5"11 I 10'5"12 I 13'9" I 7'5"11 3'0"1 3'3"4 1113X4(« T _E S 3X4 12 4 p ;5X5(„)C ;4l.*)BiIii.....dgillIllIllIllIllIllIllIllIllIllIllhNl 1:2- A .e. G = v3X4F - _10'18 .3X4 6"4 �' 1 10'112 1 3'1"^'I 2' I 10'2"4 I 3'6"12 10'2"4 13'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 G 999 240 B 468 /91 /263 /- /130 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 G 999 180 G 580 /184 /292 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.013 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.561 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.116 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 105 -217 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 38 -302 D-E 26 -37 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-G 231 -103 G-F 111 -72 Plating Notes (")3 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-G 190 -368 D-F 105 -162 Purlins G-D 283 -244 E-F 76 -83 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 -2.00 13.75 BC 75 0.52 13.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-11-3. NOTES: It- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Irril) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer 1°*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE Noel GO K3oozlowski Jeffrey No.58544son o585445on FE No Murray14PE No.7769311 A74126 Ply:1 SEQN:17866/T43/MONO Santayana Residence Qty: 9 FROM: DRW: T18 Wgt:47.6 lbs / ... 03/30/2018 T1"7 10'8" 717 3'6"9 1113X4(")D T _ 12 $3X4 C 4 p o 'in it, 3X4(,.)B on i'3 10'1"8 A ► —EF 1114X5(R) F'41 10'112 10'8• I—r 10,8,. -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 E 999 240 B 499 /138 /294 /- /145 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.036 E 999 180 F 322 /119 /172 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.016 E - - B Min Brg Width Req= 1.5 NCBCLL:W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.412 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.488 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.317 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 11 -55 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 118 -416 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#1 Chords Tens.Comp. Webs 2x4 SP#3 B-E 347 -208 Plating Notes (")2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-E 254 -409 D-E 79 -54 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 -2.00 10.67 BC 75 0.52 10.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-10-14. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6-11 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 GAPEX TrueHouse PE Michael 60839 No 58544PE No. Kozlowski Jeffrey PEMurray1457y PE No.Russell 69311 A74126 Ply:1 SEQN: 17871/T42/HIPM Santayana Residence Qty: 1 FROM: DRW: T19 Wgt:44.8 lbs .. / ... 03/30/2018 9'F 1 10'8" 1 9 '1'8" 4X4(`") 1113X4("") C D 12I T 4 p rn CO - ih 3X4("" B — +y i Li I _ 010'1"8 A F .EG 1113X4 1113X4("") — 6"4 I- * 10'1"12 1 9'1'1216"a I---2' I 9'1"12 1 10'6 " -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.157 F 773 240 B 499 /145 /295 /- /125 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.390 F 446 180 G 322 /114 /154 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.114 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.419 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.273 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.417 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 33 -61 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 0 -149 Lumber Top chord 2x4 SP M-31:T2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-F 70 -43 F-E 61 -33 Plating Notes ("")4 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-F 217 -197 D-E 40 -106 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 -2.00 10.67 BC 75 0.52 10.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-4-3. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (1111'14) 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 APEX Tru eHo use PE No.60839 008Koozlowski FE No.58544son o58544son PE No.71457y PE No 7 69311 A74126 Ply:1 SEAN:17877/T23/HIPM Santayana Residence Qty: 1 FROM: DRW: T20 Wgt:50.4lbs ... / ... 03/30/2018 7' 10'8" l'' I-7' 3'8" III3X4(**) C=4X8 D 12 T 4 p r7 N 3X4(** B io T 4-3 mid u 1 O 10'1'8 A F SEG 1113X4 1114X5(R) II 10.1"12 j 7'1"12 3'6"4 I`-2' H T1"12 I- 10'8" -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 F 999 240 B 708 /254 /- /- /- /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 F 999 180 G 772 /250 /- /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.015 E - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.610 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.858 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.369 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 -17 C-D 4 -11 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 327 -999 Lumber Wind Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Left cantilever is exposed to wind B-F 886 -279 F-E 912 -283 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs) TC:From 55 plf at -2.00 to 55 plf at 7.00 Webs Tens.Comp. Webs Tens. Comp. TC:From 27 plf at 7.00 to 27 plf at 10.67 C-F 428 78 D-E 73 143 BC:From 4 plf at -2.00 to 4 plf at 0.00 C-E 333 -1076 BC:From 10 plf at 0.00 to 10 plf at 7.01 BC:From 5 plf at 7.01 to 5 plf at 10.67 TC: 201 lb Conc.Load at 7.01 TC: 156 lb Conc.Load at 9.06 BC: 333 lb Conc.Load at 7.01 BC: 88 lb Conc.Load at 9.06 Plating Notes (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 10.67 BC 120 0.52 10.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 2-8-3. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (11-1.1) 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 APEX TrueHouse E Michael 0 Kozlowski9PE No. 8544PE No son Murray1457PE No.Adam 77769311 A74126 Ply:1 SEQN:17904/T34/MONO Santayana Residence Qty: 1 FROM: DRW: T21 Wgt:35.0 lbs ... / ... 03/30/2018 1113X4(** B 12 T 4 1 co r` N 3X4(A1)A I. 4.3 N 010'1"8 i► III4X5(*) • A 6,9„ i 6'9" H • 6'9" Loading Criteria(pef) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D 1226 /418 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 829 /279 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.055 C - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.862 Bearing D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.764 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.236 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. GCpi:0.18 Plate Type(s): _ A-B 41 -91 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 The overall height of this truss excluding overhang is Chords Tens.Comp. Bot chord 2x6 SP SS Dense 2-7-3 Webs 2x4 SP#3 A-C 53 19 Special Loads Maximum Web Forces Per Ply(lbs) -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC:From 55 plf at 0.00 to 55 plf at 6.75 B-C 78 -174 BC:From 5 plf at 0.00 to 5 plf at 6.75 BC: 765 lb Conc.Load at 1.06 BC: 443 lb Conc.Load at 3.06,5.06 Plating Notes (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.75 BC 68 0.15 6.75 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: Nor 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11-1-1) 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 APEX TrueHouse E No.608391owski PE No.58544�n PE No. Murray1457PE No.7776931 A74126 Ply:1 SEAN:17898/T25/HIPS Santayana Residence Qty: 1 FROM: DRW: T22 Wgt:56.0lbs ... / ... 03/30/2018 5' + 9' I 14 5' 4' S' 4X4(**) 12C-4X8 D T 4p T M b N =3X4(„)B E--3X4(**) i 1 • A _ O10'1"8 1 G F 1113X4 .==-3X4 r 14' 1 I-2 � 5'1°12 I 3'6°12 I 5'3^8 I 5'1"12 8'8"8 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.075 F 999 240 B 905 /322 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.165 F 999 180 E 765 /258 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.037 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.431 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.969 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.074 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 -17 C-D 588 -1752 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 619-1809 D-E 640 -1850 Lumber Hangers/Ties Top chord 2x4 SP#2 (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Wind B-G 1674 -567 F-E 1719 -590 Special Loads Wind loads and reactions based on MWFRS. G-F 1689 -566 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes TC:From 55 plf at -2.00 to 55 plf at 5.00The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) TC:From 27 plf at 5.00 to 27 plf at 9.00 2-0-3 Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 9.00 to 55 plf at 14.00 C-G 179 0 F-D 195 0 BC:From 4 plf at -2.00 to 4 plf at 0.00 C-F 69 24 BC:From 10 plf at 0.00 to 10 plf at 5.01 BC:From 5 plf at 5.01 to 5 plf at 8.99 BC:From 10 plf at 8.99 to 10 plf at 14.00 TC: 153 lb Conc.Load at 5.01,8.99 TC: 102 lb Conc.Load at 7.00 BC: 152 lb Conc.Load at 5.01,8.99 BC: 64 lb Conc.Load at 7.00 Plating Notes (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 14.00 BC 89 0.15 13.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (1.11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer l� Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Tru eHo use PE Noe1608391owski PE No.58544son o58544son PE No Derek B71457y Adam K PE No.7 69311 APEX A74126 Ply:1 SEAN:17901/T53/COMN Santayana Residence Qty: 2 FROM: DRW: T23 Wgt:49.0 lbs ... / ... 03/30/2018 7' { 14' 7' 7' T 12 C�o'4X4(••) 4 V ir AT co in N in =3X4(*.)B D=3X4(**) rn 4"3 A _� '-J \.4. I O 101 8 E 1 III 3X4 r 14 i 2 { 7, { 4, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.026 E 999 240 B 582 /186 /302 /- /71 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.070 E 999 180 D 443 /138 /206 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.015 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.498 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.483 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.086 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 378 -808 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 369 -812 Lumber Hangers/Ties Top chord 2x4 SP#2 Simpson Construction Hardware is specified based Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 on the most current information provided by Simpson Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Strong-Tie.Please refer to the most recent Simpson B-E 722 -292 E-D 722 292 Strong-Tie catalog for additional information. Plating Notes Recommended hanger connections are based on (")3 plate(s)require special positioning.Refer to manufacturer tested capacities and calculations. Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Conditions may exist that require different Webs Tens.Comp. requirements. connections than indicated.Refer to manufacturer C-E 227 0 publication for additional information. Purlins Bearing at location x=13'9" uses the following In lieu of structural panels or rigid ceiling use purlins support conditions:13'9" to laterally brace chords as follows: Bearing D (13'9",101"8)HTU26 Chord Spacing(in oc) Start(ft) End(ft) Supporting Member:(1)2x6 SP SS Dense TC 24 -2.00 14.00 (20)0.148"x3"nails into supporting BC 120 0.15 13.88 member, Apply purlins to any chords above or below fillers (11)0.148"x1.5"nails into supported at 24"OC unless shown otherwise above. member. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-8-3. NOTES: r 1_This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. I{ 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 Tru eHo use PE No.160839lowski Jeffrey No. 85agson PE No. Murray74Adam K PE No.7769311 APEX A74126 Ply:2 SEAN:23968/T68/HIPM Santayana Residence Qty: 1 FROM: DRW: T24 Wgt:518.0 lbs ... / ... 03/30/2018 6'9" , ' "11'3"10 , ' "15'7"12 , '19'11"141 24'5"12 , 29'3"2 ,33'10"11 ,38'6"5 , 43'1" 14 , 48' , F 69 4610 442 44"2 4 '5"14 4'9"6 4'7"10 4710 4'7"10 4'10"2 5X7(") =5X7(") =4X10 =4X4 =5X7(") =4X5 {12 4 4x5(--) C D E F G H I J K L M r 1�1�3 W3 W3 e W ,., 3 , )wi11'16 8 X W V U T S R 0 P O NZ 6X12(") =4X4 .5X7(**) .-4X4 =5X7(") -4X5 III4X5(") I- 24'5"12 1 23'6"4 i 2, , 6f10"12 I 4'1"6 I 4'4"2 I 4'4"2 , 4'3"2 ,1'0;8 4'6"10 , 4'7"10 , 4710 , 4710 , 4'6"10 , 610"12 11'0"2 15'4"4 19'8"6 23'11"8 2 29'6"10 34'2"3 38'9"13 43'5"6 48' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.153 D 999 291 B 1400 /469 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.347 D 999 291 Y 3921 /1246 /- /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 T - - Z 1710 /532 /- /- /- /8.0 Des Ld: 32.00 EXP:C HORZ(TL): 0.063 T - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor 2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Y Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.899 Z Min Brg Width Req= 1.5 MWFRS Parallel Dist:0 to h/2 RepFactors Used:No Max Web CSI: 0.811 Bearings B,Y,&Z Fcperp=565psi. Spacing:24.0" C&C Dist a:4.80 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Plating Notes G-I 227 75 F-G 225 74 Top chord 2x4 SP#2 All plates are 3X4 except as noted. B-B 19 -2 I-J 386 - 034 Bot chord 2x4 SP#2:B2 2x4 SP#1: B-C 518-1602 J-K 623 -2 2034 Webs 2x4 SP#1:W 1 2x4 SP#3: (")8 plate(s)require special positioning.Refer to C-D 700-2176 K-L 635 -2063 :W3 2x4 SP#2: scaled plate plot details for special positioning D-E 759-2374 L-M 432 -1401 :Rt Bearing Leg 2x6 SP#2: requirements. E-F 428 -1386 Purlins Nailnote In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @12.00"o.c. Chord Spacing(in oc) Start(ft) End(ft) Bot Chord:1 Row @12.00"o.c. TC 24 -2.00 48.00 B-X 1492 -477 S-R 1239 -372 Webs :1 Row @ 4"o.c. X-W 1491 -475 R-Q 2017 -623 .71 BC 120 241 4800 Use equal spacing between rows and stagger nails BC 120 4.7 24.25 W-V 2203 -711 Q-P 2088 -649 in each row to avoid splitting. . V-U 2332 -749 P-0 1475 -462 Apply purlins to any chords above or below fillers Special Loads at 24"OC unless shown otherwise above. U-T 1307 -409 O-N 11 -4 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes Maximum Web Forces Per Ply(lbs) TC:From 55 plf at -2.00 to 55 plf at 14.06 WARNING:Furnish a copy of this DWG to the Webs Tens.Comp. Webs Tens. Comp. TC:From 27 plf at 14.06 to 27 plf at 48.00 installation contractor.Special care must be taken BC:From 4 plf at -2.00 to 4 plf at 0.00 during handling,shipping and installation of trusses. C-X 31 -12 Y-S 793 -219 BC:From 10 plf at 0.00 to 10 plf at 14.06 See"WARNING"note below. C-W 779 -255 S-I 501 -1607 BC:From 5 plf at 14.06 to 5 plf at 48.00 W-D 86 -215 I-R 522 -111 TC: 149 lb Conc.Load at 15.06,17.06,19.06,21.06 The overall height of this truss excluding overhang is 23.06,25.06,26.94,28.94,30.94,32.94,34.94,36.94 2-7-3. D-V 286 -55 R-J 268 -817 38.94,40.94,42.94,44.94,46.94 V-E 334 -74 J-Q 142 0 BC: 829 Ib Conc.Load at 14.06 E-U 370-1095 Q-K 29 -69 BC: 90 lb Conc.Load at 15.06,17.06,19.06,21.06 U-F 630 -154 K-P 107 -200 23.06,25.06,26.94,28.94,30.94,32.94,34.94,36.94 F-T 549-1718 P-L 666 -196 38.94,40.94,42.94,44.94,46.94 H-Y 793 -219 L-O 236 -586 G-Y 1187 -1276 O-M 1558 -481 Wind Y-T 867 -258 M-N 270 -807 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: It- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH' 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fit\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE oel K3oozlowski Jeffrey 5854gson PEPE No Murray145771457Adam No 7 69311 A74126 Ply:1 SEQN:23971/T73/MONO Santayana Residence Qty: 1 FROM: DRW: T25 Wgt:272.3 lbs .. / ... 03/30/2018 7'0"48'9" 166" 24'5"12 31'0"12 375" 8'}}"14 43'0"15 48' 7'0"4 11'842 7'9" I 7'11"12 1 67" I 6'4"4 8"14 4'11"1 I 4.111 I � 05X7(••) =5X7(••) =4X10 =5X7(") A SIC•7 ) •3X4 IN3X4(") 7 4 12• S 5X7(..)D E FG H I J K L T =4x5 C �� o �/ (a) (a) 9 T 1 ��A :rgr.. ."(a . 1 1.10'1"8 S R -6X72(") O N U M =4X4 =5X7(") =5X7(") =4X4 =3X4 m6X8(") 113X8(") i 24'5"12 j 23'6"4 .j TO"4 9'2"4 T9" 1 0 8 64"4 611'6 97"6 I'2 1 7'0"4 1 16'2"8 I 23'11"8 1251 31'4"4 I 38'3"10 1 48' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.101 C 999 291 B 900 /274 /508 /- /122 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.258 C 999 291 T 1609 /531 /638 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 Q - - U 741 /232 /290 /- /- /8.0 Des Ld: 32.00 EXP:C HORZ(TL): 0.052 Q - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.716 T Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.973 U Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.748 Bearings B,T,&U Fcperp=565psi. C&C Dist a:4.80 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Additional Notes F-H 111 -41 E-F 91 30 Top chord 2x4 SP#2 WARNING:Furnish a copy of this DWG to the B-B 0 H-I 440 -1630 Bot chord 2x4 SP#2 installation contractor.Special care must be taken B-C 71100-1726 I-J 668 -1630 Webs 2x4 SP#3 during handling,shipping and installation of trusses. C-D 857-1830 J-K 589 -1423 :Rt Bearing Leg 2x6 SP#2: See'WARNING"note below. D-E 515-1231 K-L 0 -22 BracingThe overall height of this truss excluding overhang is 3-8-6. Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. B-S 1581 -743 P-O 1017 -419 Plating Notes S-R 1258 -580 O-N 1292 -554 (")13 plate(s)require special positioning.Refer to R-Q 1222 -500 N-M 987 468 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-S 362 -553 P-H 542 -1211 to laterally brace chords as follows: S-D 713 -360 H-0 311 35 Chord Spacing(in oc) Start(ft) End(ft) D-R 93 -68 O-I 152 -321 TC 24 -2.00 48.00 R-E 283 0 I-N 682 -262 BC 97 0.15 24.25 E-Q 599 -1384 J-N 386 -840 BC 114 24.71 48.00 G-T 602 -239 N-K 513 -143 Apply purlins to any chords above or below fillers F-T 1024-1341 K-M 546 -1139 at 24"OC unless shown otherwise above. T-Q 589 -222 L-M 80 -108 Wind T-P 600 -239 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Fiends Engineer JfV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Michael Jeffrey No.58544son PE No 71457y PE No.Russell7693 A74126 Ply:1 SEQN:23975/T36/MONO Santayana Residence Qty: 1 FROM: DRW: T26 Wgt:291.2 lbs .. / ... 03/30/2018 7'0"4 10'9" 1T6" 24'5"12 I 30'0"12 i 35'5" 373 426"1 i 48' " I " I " " "704 3812 69 61112 57 544I 170 5515 1 55 15 s5X7(") =5X7(") =4X10 =5X7(") C5X7(") 12 05X7(") =3X4 7 05X7(") D E FG H I T12 t� J K L o m4X5 i/ (a) �� b 4x5(..) TT e I vj N B T cn'0_411'1"6 1 Ate_ .. _ j_14101"8 S R -6X12(„) O N 85 U M 1113X4(R) 5X7(**) =_5X7(••) 1113X4(R) =3X4 .6X8(") 1114X5(R) 1 24'5"12 1 23'6"4-- 2 To"4 10'2"4 6'9" X1'0 8 5'4"4 i 6.9"11 � 10'10"1 7'0"4 1T2"8 23'11"8 2 30'4"4 37'1"15 48' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeti L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.102 C 999 292 B 901 /270 /523 /- /146 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.258 C 999 292 T 1611 /530 /652 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 Q - - U 742 /207 /296 /- /- /8.0 Des Ld: 32.00 EXP:C HORZ(TL): 0.043 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.559 T Min Brg Width Req= 3.5 BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.987 U Min Brg Width Req= 1.5 Load Duration:1.25 P Bearing T is a rigid surface. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.868 Bearings B&U Fcperp=565psi. C&C Dist a:4.80 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s). Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes Top chord 2x4 SP#2 WARNING:Furnish a copy of this DWG to the A-B 37 10 H-F - 2 Bot chord 2x4 SP#2:B5 2x4 SP SS: installation contractor.Special care must be taken A-B 37 0 H-I 31177 6882 Webs 2x4 SP#3 during handling,shipping and installation of trusses. B-C 704-1733 I-J 605 -1437 :Rt Bearing Leg 2x6 SP#2: See"WARNING"note below. C-D 890-1887 J-K 490 -1198 The overall height of this truss excluding overhang is D-E 385 -840 K-L 5 23 Bracing 4-10-6. (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-S 1589 -767 P-O 663 -272 (**)12 plate(s)require special positioning.Refer to S-R 983 -463 0-N 946 403 scaled plate plot details for special positioning R-Q 827 -344 N-M 873 418 requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-S 420 -651 P-H 423 933 to laterally brace chords as follows: S-D 957 -480 H-0 346 83 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 47.69 D-R 153 -192 O-I 170 -376 BC 97 0.15 24.25 R-E 330 -31 I-N 802 -328 BC 120 24.71 48.00 E-Q 467 -1061 J-N 423 -869 Apply purlins to any chords above or below fillers G-T 630 -259 N-K 419 -92 at 24"OC unless shown otherwise above. F-T 1041 -1258 K-M 495 -1022 Wind T-Q 619 -246 L-M 67 -130 T-P 629 -259 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'}{) 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 APEX TrueHouse PE No.Michael Noel GO K3oozlowski effrey P PE No 85ggson 5PE No 71457y APE No Russell7693 A74126 Ply:1 SEQN:23978/T51/MONO Santayana Residence Qty: 1 FROM: DRW: T27 Wgt:305.9 lbs ... / ... 03/30/2018 F 7'0"4 (- 179" ( 18'7"12 ( 24'5"12 ( 33'5" 1 35'10"17 40'6"12 ( 45'3" 1 48' 1 7'0"4 5'8"12 5'10"12 510" 8'11"4 2'5"7 4'8"4 4'8"4 29" • =4X10 12 113X4 7 V. D E FG H 113X4(") T a T 12 I J K 4 2 o =4X5(..) C (a) (a) /\./.\- T v T, ro n, r I io B U m te �11'1"6 l1111 A T S R pp 0 N V_I M 1 110'1"8 =6X12("") III3X4(R) 113X4 =3X4 1113X4(R) =3X8 1113X8("") 1 24'5"12 1 256"4 1 '2' 1 6'10"6 1 5'10"8 I 5'7'4 I 57"4 110 8 85" i 7'1"12 � 7.5"4 1 6'10"8 12'9" 18'4"4 23'11"8 2 33'5" 40'6"12 48' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.087 C 999 282 B* 252 /75 /149 /- /44 /44.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.216 C 999 282 U 1667 /522 /657 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 Q - - V 773 /230 /343 /- /- /8.0 Des Ld: 32.00 EXP:C HORZ(TL):0.041 Q - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 B Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.937 U Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.990 V Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.570 Bearings B,U,&V Fcperp=565psi. C&C Dist a:4.80 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Wind F-H 76 33 E-F 77 24 A-B 37 0 H-I 410 -946 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C B-C 644-1542 I-J 446 -957 Bot chord 2x4 SP#2 member design. Webs 2x4 SP#3 C-D 433 -974 J-K 446 -957 :Rt Bearing Leg 2x6 SP#2: Right end vertical not exposed to wind pressure. D-E 321 -559 K-L 28 -30 Bracin Additional Notes g WARNING:Furnish a copy of this DWG to the Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on installation contractor.Special care must be taken Chords Tens.Comp. Chords Tens. Comp member. during handling,shipping and installation of trusses. B-T 2814-1379 P-O 825 -298 Plating Notes See"WARNING"note below. T-S 1409 -694 O-N 1083 -430 All plates are 5X7("")except as noted. The overall height of this truss excluding overhang is S-R 773 -326 N-M 426 -197 6-0-6. R-Q 544 -208 (**)12 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins T-C 96 -34 U-P 598 -195 In lieu of structural panels or rigid ceiling use purlins C-S 407 -689 P-H 395 -996 to laterally brace chords as follows: D-S 355 -133 H-0 640 -199 Chord Spacing(in oc) Start(ft) End(ft) D-R 170 -327 O-I 289 -521 TC 24 -2.00 48.00 BC 100 0.15 24.25 R-E 332 -82 I-N 48 -171 BC 120 24.71 48.00 E-0 372 -833 J-N 204 -309 Apply purlins to any chords above or below fillers F-U 811 -1049 N-K 720 -275 at 24"OC unless shown otherwise above. G-U 599 -195 K-M 367 -781 U-Q 621 -251 L-M 66 -79 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'II) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 11*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell APEX Trueel-louse PE No.60839 PE No 58544 PE No 71457 PE No.77693 A74126 Ply:1 SEON:23981/T85/MONO Santayana Residence Qty: 1 FROM: DRW: T28 Wgt:312.9 lbs ... / ... 03/30/2018 ▪ 36"12 1 7'0"4 1 149"4 I 19'6" I 24'512 31'5" 1 34'8"121 43'3" 1 48' • 3'612 3'518 7'8"12 4'9" 4'11"12 6'11"4 3'312 8'6"4 4'9" =4X10 12 E F GH I,,s,...,\,...! j. T 12 .. 4 p (a) (a) L$3X4 T sr D T;, m ss3X8 a) -Ucii 11'1"6 I V I =4X5(..) `:: �6X 12r"') .. - /. A B��_ - .. r_ 110.1"8 NI3 .T S R CD OP CD 0 N V.M m4X5 =6X8(") 114X4(R) ..6X8("") 3X4 113X8(") 1--3' 1 21'5"12 1 2374 - i 3'4" 3'412 82" 9'0"121'01'8 9'10"8 8'4"8 4'9" 2 I 3'4" I 6'8"12 I 141012 I 23'11"8 125 3410"8 I 43,3" I 48' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.070 J 999 282 T 1098 /200 /688 /- /193 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.162 J 999 282 U 1715 /228 /586 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.032 K - - V 799 /129 /377 /- /- /8.0 Des Ld: 32.00 EXP:C - HORZ(TL): 0.050 K - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 T Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max IC CSI: 0.901 U Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.761 V Min Brg Width Req= 1.5 MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.541 Bearings T,U,&V Fcperp=565psi. Spacing:24.0" C&C Dist a:4.80 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Wind G-I 137 -54 E-F 334 -594 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C B-B 38 F-G 127 -48 Bot chord 2x4 SP#2:B2,B3 2x4 SP M-31: member design. B C 749 -8611 I-J 642 -1333 Webs 2x4 SP#3:W1 2x6 SP#2: C-D 301 -897 J-K 482 -1069 Rt Bearing Leg 2x6 SP#2: Right end vertical not exposed to wind pressure. D-E 294 -796 K-L 354 -728 Left cantilever is exposed to wind Bracing Maximum Bot Chord Forces Per Ply(lbs) Additional Notes (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken B-T 906 -689 P-0 601 -213 Plating Notes during handling,shipping and installation of trusses. T-S 701 -597 O-N 667 -301 All plates are 5X7(")except as noted. See"WARNING"note below. S-R 881 -368 N-M 3 -2 The overall height of this truss excluding overhang is R-Q 385 -102 (")11 plate(s)require special positioning.Refer to 7-2-6 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins T-C 608-1033 U-Q 645 -181 In lieu of structural panels or rigid ceiling use purlins C-S 1262 -769 U-P 688 -223 to laterally brace chords as follows: S-D 331 -442 P-I 348 -815 Chord Spacing(in oc) Start(ft) End(ft) D-R 206 -300 I-O 1108 -471 TC 24 -2.00 48.00 E-R 120 67 J-O 551 991 BC 120 24.711 48.00 BC 75 0.0024.25 R-F 400 -121 O-K 467 -128 Apply purlins to any chords above or below fillers F-0 250 -654 K-N 252 -438 at 24"OC unless shown otherwise above. G-U 806 -985 N-L 815 -366 H-U 689 -223 L-M 388 -772 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'14) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /°V\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo use PE Noe160 39Kozlowski Jeffrey No.58544son o5854gson PE No Murray7457PE No.7 69311 A74126 Ply:1 SEAN:23984/T82/SPEC Santayana Residence Qty: 1 FROM: DRW: T29 Wgt:317.1 lbs ... / ... 03/30/2018 4'0"4 8'10"10 13'9" 21'5"12 26'5" 30'7"1 38'3" 45' I 4'0"4 4.10,.6 I 4'10"6 I T8"12 I 4'11"4 I 4'21 I 77"15 I 69" =4X10 0 EF G I 12 12 t41, 4 7 ` m6X8(""l H I /3X4C v 4 p (a) (a) Js3x4 T . BT T n n m e4X4A S, ) n � ` 11Y 6 j 4-3 W.�a : ., 7: 1 1ors -114X5 G P ON QML 1(T =5X7 1113X4(R) =6X8(") m3X4 1113X8("") 1" 215"12 1 23'6"4 "1 3'10"8I 9'10"8 I 7'2"8 11'0'18 8'8"13 I 7'6"3 I 6'9" 3'10"8 13'9" 20'11"8 22 30'8"13 38'3" 45' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.067 H 999 282 R 777 /83 /364 /- /187 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.149 H 999 282 S 1831 /224 /653 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.035 I - - T 840 /115 /398 /- /- /8.0 Des Ld: 32.00 EXP:C HORZ(TL):0.052 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.677 S Min Brg Width Req= 3.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.733 T Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.803 Bearings R,S,&T Fcperp=565psi. C&C Dist a:4.50 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.02.02.1208.15 Lumber Wind E-G 173 -64 D-E 179 -62 A-B 452-1245 G-H 614 -1171 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C B-C 637-1432 H-I 448 -928 Bot chord 2x4 SP#2:B3 2x4 SP M-31: member design. C-D 344 -703 I-J 390 -891 Webs 2x4 SP#3:W1 2x6 SP#2: Right end vertical not exposed to wind pressure. :Lt Bearing Leg 2x6 SP#2: Maximum Bot Chord Forces Per Ply Notes (lbs ) Bracing WARNING:Furnish a copy of this DWG to the Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on installation contractor.Special care must be taken R-Q 181 -196 N-M 403 -122 member. during handling,g shipping and installation of trusses. Q-p 822 -315 M-L 800 -320 Plating Notes See'WARNING"note below. P-0 552 -132 L-K 13 -9 All plates are 5X7(")except as noted. The overall height of this truss excluding overhang is 8-4-6. (")9 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. A-R 313 -788 S-O 638 -157 Purlins A-Q 1156 -374 S-N 796 -248 Q-B 346 -550 N-G 315 -792 In lieu of structural panels or rigid ceiling use purlins (3-C 524 -266 G-M 1162 -509 to laterally brace chords as follows: C-P 265 -393 H-M 522 -891 Chord Spacing(in oc) Start(ft) End(ft) D-P 558 -135 M-I 159 32 TC 24 0.00 2 .25 BC 120 0.00 21.25 D-O 239 -802 I-L 201 -271 BC 120 21.71 45.00 E-S 1118-1321 L-J 880 -349 Apply purlins to any chords above or below fillers F-S 797 -248 J-K 386 -812 at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. • NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ç11t) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer if*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se PE Noel GO 3o�zlowski Jeffrey No.58544son PE No 71457y PE No.7 69311 A74126 Ply:1 SEQN:24002/T67/SPEC Santayana Residence Qty: 1 FROM: DRW: T30 Wgt:260.4 lbs ... / ... 03/30/2018 3'9"6I 6'2'2 I 12'1"2 I 14'102 I 19'10"7 I 26'8"2 I 35'5"2 3'9"6 2'4"12 5'11" 2'9" 5'0"5 6'9"11 8'9" CH0510(") 113X4 06X8(") 12 D E F - 7 L/ ' D a' 3X4 C 12 (a) 116X8(") d 4 53X46 4\ u 86X12(") H 113X8(")A � `, I T m I -ggli14(1) (a) T5 I Q N i-- :ow=3X4 Is4X4 m (a) T I _ 1116X6(")rP (a) - m 11'1"8 1 ii _ \ M L K Il JQ 1113X4(") =8X8(") 05X7('•) 113X8(") I 11'9"10 1 2378 1 6.2.2I 57..8 I 8.0••5 I 6.8.7 8,10,•12 6'2"2 11'9"10 19'9"15 26'6"6 35'5"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.174 B 764 278 P 2221 /681 /1317/- /150 /3.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.448 B 460 278 0 656 /301 /325 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.057 D - - P Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:16.73 ft Code/Misc Criteria Creep Factor:2.0 Q Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.875 Bearing P is a rigid surface. BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.741 Bearing Q Fcperp=565psi. Load Duration:1.25 P Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.879 C&C Dist a:3.54 ft FT/RT:30(0)/10(0) Mfg Specified Camber Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver 17.02.02.1208.15 A-B 687 -347 E-F 1780 -1009 Lumber Purlins B-C 587 -197 F-G 798 -517 Top chord 2x4 SP#2:T5 2x4 SP#1: In lieu of structural panels or rigid ceiling use purlins C-D 697 -245 G- 460 -579 Bot chord 2x4 SP#2 to laterally brace chords as follows: D-E 1781 -1006 H-I 434 683 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' TC 24 0.00 35.43 Maximum Bot Chord Forces Per Ply(lbs) BC 75 0.00 12.16 Chords Tens.Comp. Chords Tens. Comp. Bracing BC 75 12.24 35.43 (a)Continuous lateral restraint equally spaced on Apply purlins to any chords above or below fillers A-0 182 -438 L-K 393 -569 member. at 24"OC unless shown otherwise above. 0-N 293 -576 K-J 28 -15 M-L 109 -110 Special Loads Wind (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs) TC:From 56 plf at 0.00 to 56 plf at 6.18 member design. Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 6.18 to 55 plf at 14.85 Right end vertical not exposed to wind pressure. C-0 172 -226 P-M 99 0 TC:From 56 plf at 14.85 to 56 plf at 19.87 Left cantilever is exposed to wind TC:From 55 plf at 19.87 to 55 plf at 35.43 D-O 450 -392 F-L 1533 825 BC:From 10 plf at 0.00 to 10 plf at 15.51 D-N 1017-1458 G-L 495 -687 BC:From 50 plf at 15.51 to 50 plf at 17.76 E-N 182 -300 G-K 502 -364 BC:From 10 plf at 17.76 to 10 plf at 20.26 N-P 1293 -2163 K-H 305 -372 BC:From 50 plf at 20.26 to 50 plf at 22.60 N-F 1044 -1835 K-I 596 -366 BC:From 10 plf at 22.60 to 10 plf at 35.43 N-L 714 -1156 I-J 405 -617 TC: 210 lb Conc.Load at 0.00 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (")10 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes The overall height of this truss excluding overhang is 4-6-6. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'11) 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 APEX TrueHouse PE No 160 391owski Jeffrey 58544son FEFE No Murray7457PE No 7 69311 A74126 Ply:1 SEQN:24043/T55/SPEC Santayana Residence Qty: 1 FROM: DRW: T31 Wgt:275.8 lbs ... / ... 03/30/2018 574 872 12102 18'8'12 24'8.2 30'0'1035'5.2 I 574 I 2'11'14 I 47 ' 5'10'10 I 5.11.6 I 5'4.8 I 5.4.8 +5X7(") 13X4 D E F 8X8(••) - 12 i 0 7 3X4 C 14(7 15X5(•-) d 4 W3 i„,4Gm6X12C9 H /3X48 m 1 - 4Q) (a) 1 3X4. Y\V c TE3X4 °Nr W8 J 13X4r) io 1 I1 i I .101"6 N M L R 83X40) 18X120') m5X7(•') 13X80') I- 11710 A 2378 1 82237'8 6'10'10 5'102 10'10.12 I 872 I 11710 I 18.8'4 I 2476 I 35'5.2 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.202 B 657 278 Q 2311 /686 /1320/- /182 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.465 B 430 278 R 728 /309 /326 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.099 B - - Q Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:17.32 ft Code/Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.709 Bearing Q is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.420 Bearing R Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.950 C&C Dist a:3.54 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 A-B 889 -536 F-G 806 -381 Lumber Purlins B-C 702 -293 G-H 455 -551 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins D-D 840 -754 -I 454 -62 I-J 54 Bot chord 2x4 SP M-31 to laterally brace chords as follows: D-E 1400 -751 62 Webs 2x4 SP#3:W3,W4,W5,W6,W7,W8 2x4 SP#1: Chord Spacing(in oc) Start(ft) End(ft) E-F 1396 -749 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' TC 24 0.00 35.43 BC 75 0.00 35.43 Maximum Bot Chord Forces Per Ply(lbs) Bracing Apply purlins to any chords above or below fillers Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on at 24"OC unless shown otherwise above. member. A-P 271 -538 M-L 380 -542 Wind P-O 425 -714 L-K 546 -311 Special Loads Wind loads based on MWFRS with additional C&C N-M 136 -135 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) member design. TC:From 56 plf at 0.00 to 56 plf at 8.18 Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(lbs) TC:From 55 plf at 8.18 to 55 plf at 12.85 Left cantilever is exposed to wind Webs Tens.Comp. Webs Tens. Comp. TC:From 56 plf at 12.85 to 56 plf at 18.73 TC:From 55 plf at 18.73 to 55 plf at 35.43 Additional Notes C-P 246 -312 F-M 2051 -1147 BC:From 10 plf at 0.00 to 10 plf at 12.85 D-P 517 -477 G-M 520 -800 BC:From 50 plf at 12.85 to 50 plf at 16.51 The overall height of this truss excluding overhang is D-O 820-1133 G-L 626 -346 BC:From 10 plf at 16.51 to 10 plf at 19.18 5-8-6. E-0 115 -273 L-H 201 -205 BC:From 50 plf at 19.18 to 50 plf at 21.43 O-Q 1288-2198 L-I 188 -123 BC:From 10 plf at 21.43 to 10 plf at 28.76 O-F 1160-2002 I-K 431 -730 BC:From 50 plf at 28.76 to 50 plf at 31.35 O-M 951 -1493 J-K 109 129 BC:From 10 plf at 31.35 to 10 plf at 35.43 TC: 210 lb Conc.Load at 0.00 Q N 113 0 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (")11 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'11) 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 APEX Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:24051/T52/SPEC • Santayana Residence Qty: 1 FROM: DRW: T32 Wgt:275.8lbs ... / ... 03/30/2018 5'3"110'7'2 12'1"2 17'-1 22'8"2 26'10"14 35'5"2 I 5.3.1 I 4.11..1 I 1'11"I 5714 I 5.1..2 I 6712 I 674 I - .6X6(.. D /.1 E•3X4 12 7 Y13X4 .5X5(") 12 F6X12.. G Q 4 /3%Ie so 113X8(")A� •PAI .iiii T TP GI =3X4 3x4 .1 1 .41018 JR 1113X4r) =3X4 ><5X7(") .3X4 113X8(") I 11710 1 23'7"8 1 5'4"13 6'4'13 576 4'11"6 68" 6712 I5'4'13 I 11'9"10 I 17'-1 I 276 6 I 202 6 I 35'5-2 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.136 B 976 278 Q 2276 /695 /1304/- /215 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.361 B 571 278 R 614 /310 /271 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.037 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.063 D - - 0 Min Brg Width Req= 3.5 NCBCLL: 10.00 Mean Height:17.90 ft Code/Misc Criteria Creep Factor:2.0 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.333 Bearing Q is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.530 Bearing R Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.788 C&C Dist a:3.54 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 A-B 598 -244 E-F 1660 -872 Lumber Purlins B-C 644 -243 F-G 486 -350 Top chord 2x4 SP M-31 In lieu of structural panels or rigid ceiling use purlins D-D 6178 -763 H-H 493 -433 Bot chord 2x4 SP M-31 to laterally brace chords as follows: D-E 1599 88 -761 H-I 388 584 Webs 2x4 SP#3:W2,W3,W4,W5,W6,W7,W8 2x4 SP Chord Spacing(in oc) Start(ft) End(ft) #1: TC 24 0.00 35.43 Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' BC 75 0.00 35.43 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Bracing at 24"OC unless shown otherwise above. A-P 208 -464 M-L 399 -576 (a)Continuous lateral restraint equally spaced on P-0 616 -918 L-K 519 323 member. Additional Notes N-M 165 -129 K-J 9 -6 The maximum horizontal reaction is 215# Special Loads The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 6-10-6. Webs Tens.Comp. Webs Tens. Comp. TC:From 56 plf at 0.00 to 56 plf at 17.59 C-P 287 -387 F-M 694 286 TC:From 55 plf at 17.59 to 55 plf at 35.43 BC:From 10 plf at 0.00 to 10 plf at 8.42 P-D 716 -644 F-L 683 -386 BC:From 50 plf at 8.42 to 50 plf at 11.00 D-0 953-1837 L-G 215 -271 BC:From 10 plf at 11.00 to 10 plf at 18.01 O-E 237 -306 L-H 219 -339 BC:From 50 plf at 18.01 to 50 plf at 20.10 O-0 1235-2260 H-K 214 -204 BC:From 10 plf at 20.10 to 10 plf at 35.43 O-F 683-1151 K-I 570 -354 TC: 210 lb Conc.Load at 0.00 O-M 456 -925 I-J 398 -587 Plating Notes Q N 67 0 (")9 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind NOTES: IT 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. ( iit) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Jq*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No Michael 839PE5 Jeffrey 8544son PE No 71457y APE No 77769311 A74126 Ply:1 SEAN:24055/T61/SPEC Santayana Residence Qty: 1 FROM: DRW: T33 Wgt:267.4 lbs ... / ... 03/30/2018 571 I 10.4.15 I 12.1"2 16'5'5 I 208'2 I 27.10"14 I 35'5"2 I5'3'1 5'1"14 1'8'3' 4'4"3 4'2"13 7712 7'6"4 - 15X5(" . "SibE 13X4 12 7 13X4 C (a) F•5X7" •5XC ) 12 4 3X4B 13X8.AIr !6X12" :11• • 3X4 _ IT 0 m3X4 43X4(R) T '+ 13X4(")ii• I 11.1"6 '!u g1% '1 10.1..6 _ 11 1 M L K •JO -� 113X4(••) •8X12(") •3X4 13X8(") I 11'8 10 1 237"8 1 54"13 6713 8'8"12 7'8" 7712 II 5'4"13 i 11710 I 20'6"6 I 2876 I 35'5"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.187 B 710 278 P 2251 /699 /1311/- /218 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.489 B 420 278 Q 647 /316 /271 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.086 D - - P Min Brg Width Req= 3.5 NCBCLL:10.00 Mean Height:17.97 ft Code/Misc Criteria Creep Factor:2.0 Q Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.752 Bearing Pis a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.997 Bearing 0 Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.891 C&C Dist a:3.54 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 A-B 610 -247 E-F 1642 -862 Lumber Purlins B-C 643 -243 F-G 512 -251 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins C-E 619 -235 H-I 518 -66 9 D-E 1608 -777 H- Bot chord 2x4 SP#2 to laterally brace chords as follows: 402 -661 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' TC 24 0.00 35.43 Maximum Bot Chord Forces Per Ply(lbs) BC 64 0.00 12.21 Chords Tens.Comp. Chords Tens. Comp. Bracing BC 75 12.24 35.43 (a)Continuous lateral restraint equally spaced on Apply purlins to any chords above or below fillers A-0 208 -465 L-K 581 -353 member. at 24"OC unless shown otherwise above. O-N 612 -911 K-J 16 -11 M-L 168 -126 Special Loads Additional Notes (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The maximum horizontal reaction is 218# Maximum Web Forces Per Ply(lbs) TC:From 56 plf at 0.00 to 56 plf at 16.44 The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. TC:From 55 plf at 16.44 to 55 plf at 35.43 7-0-0. C-O 286 -381 P-M 105 0 BC:From 10 plf at 0.00 to 10 plf at 8.42 BC:From 50 plf at 8.42 to 50 plf at 11.00 O-D 705 -640 F-L 1259 -693 BC:From 10 plf at 11.00 to 10 plf at 25.51 D-N 985-1861 L-G 248 -322 BC:From 50 plf at 25.51 to 50 plf at 27.85 N-E 179 -212 L-H 279 -530 BC:From 10 plf at 27.85 to 10 plf at 35.43 N-P 1264-2220 H-K 210 -101 TC: 210 lb Conc.Load at 0.00 N-F 569 -927 K-I 619 -375 Plating Notes N-L 586-1120 I-J 395 -622 (")9 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'1.4 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 APEX Tru eHo use Michael 0 Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell PE No.60839 PE No.58544 PE No.71457 PE No.77693 A74126 Ply:1 SEQN:24063/T56/SPEC • Santayana Residence Qty: 1 FROM: DRW: T34 Wgt:260.4 lbs ... / ... 03/30/2018 I 571 1 10'4'15 i 11'11"6 15'3"10 I 18'8"2 I 26'11" I 35'5"2 5'3"1 5'1"14 1'6"7 3'4"3 3'4"9 8714 872 =5X5(" E NI3X4 12 7 15X7(„) 40.75(..) 12 83X4� Q 4 - T4 ':H.510,-, /3xr48 14 3X6(..)�I '_ �� - iii m6X8(")B1 s3X41%4XqIP la) � m_ 1 ill:_ ,°I11118 1 101'.6 N 13X81") •10X12(") m5X5(11) 13X8(") I 1172 1 23'8" 1 I 5'4.13 i 8'4.13 i 6'8.12 i 88" j 8'212 i 5'4"13 11'9"10 18'6"6 27'2"6 35'5"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.165 B 787 281 N 2240 /691 /1286/- /218 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.415 B 479 281 p 674 /303 /275 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.069 B - - N Min Brg Width Req= 2.6 NCBCLL: 10.00 Mean Height:17.97 ft Code/Misc Criteria Creep Factor:2.0 P Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.977 Bearings N&P Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.651 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.758 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.54 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 600 -212 E-F 1550 -744 Wind Duration:1.60 WAVE,HS VIEW Ver:17.02.02.1208.15 B-C 646 -244 F-G 959 -467 Lumber Purlins C-D 620 -234 G-H 971 -546 Top chord 2x4 SP M-31 :T3,T4 2x4 SP#1: In lieu of structural panels or rigid ceiling use purlins D-E 1519 -673 H-I 826 719 :T5 2x4 SP#2: to laterally brace chords as follows: Bot chord 2x4 SP#2:B1 2x4 SP M-31: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W2,W3 2x4 SP#2: TC 24 0.00 35.43 Chords Tens.Comp. Chords Tens. Comp. :W4 2x4 SP M-31: BC 75 0.00 35.43 :LI Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers A-0 186 -466 L-K 626 -726 at 24"OC unless shown otherwise above. 0-M 575 -911 K-J 22 -15 Bracing N-L 8% -7% (a)Continuous lateral restraint equally spaced on Additional Notes member. The maximum horizontal reaction is 884# Maximum Web Forces Per Ply(lbs) The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Special Loads 7-0-0. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-0 283 -385 F-L 1467 761 TC:From 56 plf at 0.0010 56 plf at 15.30 O-D 703 -619 L-G 340 371 TC:From 55 plf at 15.30 to 55 plf at 35.43 D-M 897 -1790 L-H 376 -660 BC:From 10 plf at 0.00 to 10 plf at 8.42 M-N 1206 -2222 H-K 355 -91 BC:From 50 plf at 8.42 to 50 plf at 11.00 M-E 178 -182 K-I 651 -754 BC:From 10 plf at 11.00 to 10 plf at 23.80 M-F 585 -1008 I-J 687 -647 BC:From 50 plf at 23.80 to 50 plf at 26.89 M-L 574 -1165 BC:From 10 plf at 26.89 to 10 plf at 35.43 TC: 210 Ib Conc.Load at 0.00 Plating Notes (")10 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer I� Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.Michael 60Kozlowski FErNo 585ggson PE No.71457y APE No.7769311 A74126 Ply:1 SEQN:17952/T38/JACK Santayana Residence Qty:4 FROM: DRW: T36 Wgt:57.4 lbs ... / ... 03/30/2018 710 I 158 I 7'10" 7'10" 4 12 -t 5X5("') T CO_ IHB7'8"4 N r in 1 m3X4(")B D=3X4(..) 4i'3 A� I * O 10'1"8 mall E 1113X4 J- 1 15'8" 1 7'10" 7'10" I~2 I 7'10" I 15'8" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 E 999 240 B 634 /134 /325 /- /77 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.091 E 999 184 D 498 /67 /230 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.019 E - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.2.0 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.656 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.509 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.098 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 C-D 405 -923 Wind Duration:1.60 WAVE VIEW Ver 17.02.02.1208.15 B-C 395 -926 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 824 -313 E-D 824 -313 Plating Notes (")3 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. requirements. C-E 256 0 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 15.67 BC 120 0.15 15.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-11-8. NOTES: Nr 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111'1.1) 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 APEX TrueHouse PE No Michael 60839Kozlowski Jeffrey No.58544 PE No 71457y PE No.Russell 69311 A74126 Ply:1 SEQN:17994/T37/JACK • Santayana Residence Qty: 1 FROM: DRW: T37 Wgt:54.6 lbs ... / ... 03/30/2018 7'10" 15'8" 7'10" 7'10" 12 B=5X7(**) 4V HB 7'8"4 N 14X5(**)A C-4X5(**) 4.2 -Et J O 10'1"8 1114X4 15'8" 1 I- 7'10" I 7,10" -I 7'10" 15'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.076 D 999 240 A 1374 /314 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.161 D 999 184 C 1263 /299 /- /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 D - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.696 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.940 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.424 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 591 -2608 B-C 591 -2610 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP SS Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-31 Webs 2x4 SP#3 A-D 2434 -536 D-C 2434 536 Special Loads Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC:From 55 plf at 0.00 to 55 plf at 15.67 B-D 1114 -134 BC:From 5 plf at 0.00 to 5 plf at 15.67 BC: 163 lb Conc.Load at 0.82,13.85 BC: 229 lb Conc.Load at 2.73,4.73,6.73,7.94 9.94,11.94 Plating Notes (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 15.67 BC 120 0.15 15.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Additional Notes The overall height of this truss excluding overhang is 2-11-8. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11:11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7/*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel GO K3oozlowskiJeffrey No 5854gson FEFE No 71457y APE No 78769311 A74126 ' Ply:1 SEQN 17978/T17/SPEC Santayana Residence Qty: 1 FROM: DRW: T38 Wgt:126.0 lbs / ... 03/30/2018 I 34"13 I 7' I 11'8" I 16'4" I 19'11"3 I 23'4" I 3'4"13 3'7"3 4'8" 4'8" 3'7"3 34"13 04X8(") 113X4 4X8(") 12 D E F in 12 �/ isi 4 l� �sxfi(.)c ZiliNG',16X8(**) T T =4X4(03 4X4(03) o ''S;' =3X8(03)68 _ _- H-.3X8(C3)1 13 A O Y 7� I N M I �10'1"8 L K J 113X4 =4X4 =5X7(") =4X4 11I3X4 1 234" 1 I-2'-I I 2'41 ' 3'8"15 I 48" I 4'8" I 3'815 I 2'4"1 12, 11" 3'3"1 7' 118" 16'4" 20'0"15 22'5" 11 F1rrl 2H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.226 E 999 276 B 1780 /680 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.499 E 762 276 H 1780 /680 /- /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.108 J - - B Min Brg Width Req= 2.1 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.2.0 H Min Brg Width Req= 2.1 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.894 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.954 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.494 Maximum Top Chord Forces Per Ply(lbs) C&C DIM a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 -17 E-F 1176 -3018 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 1577-4184 F-G 1236 -3210 Lumber Wind C-D 1236-3210 G-H 1577 -4184 D-E 1176-3018 H-I 37 -17 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Bot chord 2x4 SP#1 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Special Loads 4-2-3 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B N 3927-1477 L-K 2544 977 TC:From 55 plf at -2.00 to 55 plf at 3.40 N-M 3951 -1490 K-J 3951 -1491 TC:From 58 plf at 3.40 to 58 plf at 7.00 M-L 2544 -977 J-H 3927 -1477 TC:From 27 plf at 7.00 to 27 plf at 16.33 TC:From 58 plf at 16.33 to 58 plf at 19.93 Maximum Web Forces Per Ply(lbs) TC:From 55 plf at 19.93 to 55 plf at 25.33 Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 10 plf at 0.00 to 10 plf at 7.01 N-C 107 -198 L-F 614 -257 BC:From 5 plf at 7.01 to 5 plf at 16.32 C-M 540-1480 F-K 973 -303 BC:From 10 plf at 16.32 to 10 plf at 23.33 D-M 973 -302 K-G 540 -1480 BC:From 4 plf at 23.33 to 4 plf at 25.33 D-L 614 -257 G-J 107 -198 TC: 227 lb Conc.Load at 7.01,16.32 E-L 302 -496 TC: 139 lb Conc.Load at 9.06,11.06,12.27,14.27 BC: 341 lb Conc.Load at 7.01,16.32 BC: 101 lb Conc.Load at 9.06,11.06,12.27,14.27 Plating Notes (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 25.33 BC 58 0.15 23.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11"1.1) 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 APEX Tru eHo use PE Noel GO K3oozlowski Jeffrey No.58544 on PE No.71457y APE No Russell A74126 Ply:1 'SEQN:24023/T41/JACK • Santayana Residence Qty: 2 FROM: DRW: T39 Wgt:163.8lbs ... / ... 03/30/2018 16'912 L____,9' F--I , 3,4'13 I 6.6'4 I 8'2"9 I97F' 144" 15'1.'7 185 19'11"3 I 23'4" 3'4"13 3'1'7 1'8"5 5'4" 9"71 3'1'7 3'4"13 w4X5(") =6X10(") =3X8 F G 1113X4 12 m3X4E 1� H=3X4 9 I 1113X4 0 (a)m R D 1113X4 m to 12 M 4 - to 5X7(..)C J 5X7(..) I . +' =4X4(A1)B '� -____ H- ♦i� 4(A1) -a A _ - . L 10'1"8 S P O N M 1113X4 =8X8(") =8X8(") 1113X4 1 23,4„ 1 (-2' I 3'2"1 I 3'1"15 I 10'8„ I 3,1„15 I 32„1 I 2-( 3'2"1 6'4" 17' 20'1"15 23'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.297 0 931 276 S 1068 /267 /462 /- /178 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.672 D 588 276 K 1069 /267 /462 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.129 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.214 D - - S Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.733 Bearings S&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.413 Spacing:24.0” MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.527 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 G-H 392 0 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 709-2235 H-I 430 -1162 Lumber Additional Notes C-D 471 -1731 I-J 471 -1733 Top chord 2x4 SP#2:T2 2x4 SP SS: The overall height of this truss excluding overhang is E-E 431 -1160 J-K 708 -2230 Bot chord 2x6 SP SS Dense 5-8-3. E-F 422 0 }C-L 37 0 Webs 2x4 SP#3:W1,W5 2x6 SP#2: F-G 585 6 Bracing Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. B-P 2123 -593 N-M 2191 -622 Plating Notes P-0 2186 -601 M-K 2127 -613 (")6 plate(s)require special positioning.Refer to O-N 1233 -218 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins -- In lieu of structural panels or rigid ceiling use purlins P-C 111 -359 Q-G 120 277 to laterally brace chords as follows: C-0 428-1001 R-G 61 16 Chord Spacing(in oc) Start(ft) End(ft) O-0 756 86 R-H 438 -1673 TC 24 -2.00 25.33 E-Q 470-1762 I-N 762 -88 BC 120 0.15 23.19 F-Q 63 -39 N-J 428 -1018 Apply purlins to any chords above or below fillers Q-R 433 -1656 J-M 112 -353 at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42”-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (111'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 1g*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noe160 39Kozlowski Jeffrey 5854gson PE PE No MurrayDerek B1457PE No Russell 7693 A74126 Ply:1 SEAN:24030/T39/JACK Santayana Residence Qty: 2 FROM: DRW: T40 Wgt:161.0 lbs ... / ... 03/30/2018 11' 1517 3'4"13 6'6"4 8'2"9 I 2 9"7 1124 I 2 9 7 116'9"12 19'11"3 23'4" 3'4"13 I 3'1"7 I 1'8"5 11.:4..'I I 1'8"5 I 3'1"7 I 3.47 3 04X5(")54X5(.") F G is fp 9 �3x4E =3X40_ (a) 73X4 03X4 O 113X4 12 r 4 p g 5X7(..)C J$5X7('7 T10) +s;+3 v4X4(A1)8 ' �� 4(A1) 1 � q L ,10'1"8 P 0 N M - v 113X4 =8X8(") =8X8(") 113X4 1 234" 1 321 3'1"15 10'8" 3115 3'2'1 2 I 321 I 6'4" I 17' I 20'1"15 I 23'4" I 2'--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.320 N 863 276 R 1074 /263 /465 /- /222 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.724 I 547 276 K 1075 /263 /465 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.140 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.231 D - - R Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.602 Bearings R&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.398 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.292 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 G-H 89 -89 Wind Duration:1.60 WAVE VIEW Ver 17.02.02.1208.15 B-C 652-2257 H-I 396 -1157 Lumber Additional Notes C-D 431 -1731 I-J 431 -1731 Top chord 2x4 SP#2:T2 2x4 SP SS: The overall height of this truss excluding overhang is E-E 396 -1189 J-K 652 -2260 E-F 89 Bot chord 2x6 SP SS Dense 7-2-3. 89 K-L 37 0 Webs 2x4 SP#3:W1 2x6 SP#2: F-G 124 0 Bracing Maximum Bot Chord Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. B-P 2145 -539 N-M 2213 -567 Plating Notes P-O 2208 -546 M-K 2149 -560 (")6 plate(s)require special positioning.Refer to O-N 1222 -186 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins P-C 106 -360 Q-G 96 -91 In lieu of structural panels or rigid ceiling use purlins C-0 405 -1036 Q-H 424 -1337 to laterally brace chords as follows: O-D 765 80 I-N 766 80 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 25.33 E-Q 424 -1338 N-J 405 -1048 BC 120 0.15 23.19 F-Q 95 -91 J-M 105 -391 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: - 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Ir'H) 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 APEX TrueHouse PE Noe1608391owski PC No.58544son o58544son PC No 71457y APE No 77769311 A74126 Ply:1 SEQN:24033/T31/JACK Santayana Residence Qty: 1 FROM: DRW: T41 Wgt:159.6lbs ... / ... 03/30/2018 3'4"13 6'6"48'2"9 11'8" 1517 16'9"12 19'11"3 23'4" 3'4"13 I 3.1..7 I 1.8.•5 I 3'5"7 I 3.5.7 I 1'8"5 I 3'1"7 I 3'4..13 I F=4X4 _ i� 12 EAI�G 9 V =3X4 =3X4 1113X4 D H 113X4 m 12 4 p T 05x7(")C Ihh I 4£5x7(—) rs'i� s4X4(A1)B 'A�it �n' `^_ 4(A1) I _ A ■� �� . 10'1"e r.• 0 N M L 113X4 m8X8(") =8X8(") 1113X4 j 23,4" 1 I-2 I 3'2"i I 3'1"15 I 10'8" I 3'1"15 I 3'2"1 I 2'-I 3'2"1 6'4" 17' 20'1"15 23'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in roc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.315 M 877 276 Q 1075 /261 /464 /- /236 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.723 H 548 276 J 1077 /261 /464 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.141 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL): 0.235 D - - 0 Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.599 Bearings Q&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.403 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.294 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 0 F-G 120 -73 Wind Duration:1.60 WAVE VIEW Vet:17.02.02.1208.15 B-C 634-2303 G-H 378 -1158 Lumber Additional Notes C-D 411 -1736 H-I 411 -1736 Top chord 2x4 SP M-31 :T2 2x4 SP SS: The overall height of this truss excluding overhang is E-E 379 -1159 730 I-J 633 -230 Bot chord 2x6 SP SS Dense 7-8-3. E-F 120 73 J-K 37 0 Webs 2x4 SP#3:W1 2x6 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-0 2191 -521 M-L 2256 -549 member. O-N 2252 -528 L-J 2196 -542 Plating Notes N-M 1223 -170 (")4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Purlins O-C 96 -352 P-G 415 -1324 C-N 403 -1081 H-M 772 -79 In lieu of structural panels or rigid ceiling use purlins N-D 771 79 M-I 402 -1091 to laterally brace chords as follows: E-P 415 -1324 I-L 95 385 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 25.33 F-P 6 -2 BC 120 0.15 23.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /4f*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE Noel 08G39ozlowski Jeffrey 58544son PEPE No 71457y PE No.7 68311 A74126 Ply:1 SEQN:17974/T27/SPEC Santayana Residence Qty: 1 FROM: DRW: T42 Wgt:126.0 lbs ... / ... 03/30/2018 I 3'4"13' " I 7' I 11'8" I 16'4" I 19'11"3 I 23'4" I 3413 373 4'8" 48" 3'7"3 3'4"13 4X8(") 113X4 ma 4X8('•) 12 D E F T9 IZION 5 410 in 12 N 4 I =.- o /5X7('•)C NGSX7C.) a, T =4X4(C3 .4X4(C3) `T ''s'" 3X8(C3) Hs3X8(C3) N M L K J 1113X4 =4X4 5X7(") =4X4 1113X4 I 23'4" 1 2'-I I 2'4"1 I 3'8"15 I 4'8" I 48 I 3815 I 241 I I-2'-i 11" 3'3"1 7' 11'8" 16'4" 20'0"15 22'5" 11 �''' H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.216 E 999 276 B 1719 /647 /- /- /- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.478 E 796 276 H 1719 /647 /- /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.103 J - - B Min Brg Width Req= 2.0 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.851 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.959 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.477 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 37 -17 E-F 1102 -2883 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 B-C 1487-4017 F-G 1163 -3074 Lumber Wind C-D 1163-3074 G-H 1487 -4017 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. D-E 1102-2883 H-I 37 -17 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Special Loads 4-2-3. B-N 3769-1392 L-K 2434 -918 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) N-M 3792-1405 K-J 3792 -1405 TC:From 55 plf at -2.00 to 55 plf at 3.40 M-L 2434 -918 J-H 3769 -1392 TC:From 58 plf at 3.40 to 58 plf at 7.00 TC:From 27 plf at 7.00 to 27 plf at 16.33 TC:From 58 plf at 16.33 to 58 plf at 19.93 Maximum Web Forces Per Ply(lbs) TC:From 55 plf at 19.93 to 55 plf at 25.33 Webs Tens.Comp. Webs Tens. Comp. BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 10 plf at 0.00 to 10 plf at 7.01 N-C 102 -189 L-F 582 -239 BC:From 5 plf at 7.01 to 5 plf at 16.32 C-M 512-1428 F-K 932 -277 BC:From 10 plf at 16.32 to 10 plf at 23.33 D-M 932 -277 K-G 512 -1428 BC:From 4 plf at 23.33 to 4 plf at 25.33 D-L 582 -239 G-J 102 -189 TC: 215 lb Conc.Load at 7.01,16.32 E-L 294 -471 TC: 130 lb Conc.Load at 9.06,11.06,12.27,14.27 BC: 322 lb Conc.Load at 7.01,16.32 BC: 95 lb Conc.Load at 9.06,11.06,12.27,14.27 Plating Notes (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.00 25.33 BC 60 0.15 23.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (ril'14) 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 APEX Tr u eHo u se PE Noel GO 3o�zlowski PE No.58544 on PE No 71457y PE No.77769311 A74126 Ply:1 SEQN:18098/T58/VAL Santayana Residence Qty: 1 FROM: DRW: V01 Wgt:43.4 lbs ... / ... 03/30/2018 F15 2'4"2 3'8"2 5'0"2 6'4"2 7'8',2 9'7"50'01"I4 "1 1'11"3 I 1'4" I 1'4" I 1'4" I 1'4 I 1'11"3 lt"15 D=4X4 — 111\12V 1113X4 C E 1113X4 so 'vii 1113X4 B IF 1113X4 51 a 3X4r A, I ,,� 9Tr) sammi �rI i�il ii = 017'4"12 M L 1113X4 K lII3X4 1113X4 I IIl3X4 H 1113X4 I 9,7„5 H 14"1 1'11"3 1'4" 1'4" 1'4" 1'4" 1'11"3 "1 "1 2'4"2 I 3'8"2 I 5'0"2 I 6'4"2 I T8"2 I 9'7"5 /0'0'4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.001 H 999 240 M' 57 /14 /25 /- /9 /120 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 H 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C - - M Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.001 C - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:19.27 ft Code I Misc Criteria Creep Factor:2.0 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.046 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.035 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist h/2 to h Rep Factors Used:Yes Max Web CSI: 0.030 A-B 38 -45 D-E 84 -32 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 26 -22 E-F 56 -49 GCpi:0.18 Plate Type(s): C-D 84 -23 F-G 70 -72 Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1208.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 Webs2x4SP#3 A-L 55 31 J-I 66 38 L-K 62 -36 1-H 62 -39 Plating Notes K-J 66 -38 H-G 55 -39 Cr")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Purlins B-L 89 -81 I-E 101 -83 In lieu of structural panels or rigid ceiling use purlins C-K 101 83 H-F 89 81 D-J 5 -76 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 9.05 BC 75 0.00 9.19 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. The overall height of this truss excluding overhang is 3-5-6. NOTES: f 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. TH 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 Derek El Murra APEX TrueHouse PE Noe160839lowski Jeffrey No 58544 son PE No 711457y APE No.7769311