533 ATLANTIC BEACH CT - TRUSSES i t
Claddagh Construction r
Site Information
Roick Residence, Duval+
Structural Engineer of Record
Christopher C. Kathe
PE No. 36820 It
420 Osceola Ave. TrueHouse
Jacksonville Beach, FL
WIND LGADING(Cd=1 .6) ROOF LOADING (Cd=1 .25) FLOOR LOADING (Cd = 1 .00)
MWFRS 1 TCLL 20 psf 4/ TOLL 40 psf 4/
130MPH(3 second gust)\ASCE?-10 +/ TOOL 10 psf4/ TOOL 15 psf It
Enclosed Structure (0.18) BOLL 0 psf + NCLL 10 psf BOLL 0 psf
Exposure D./ BCDL 10 psf 1 BCDL 10 psf A/
Occupancy Category II (Res)+/
FBC 2017 RES\TPI 2014
This Package inlcudes 76 truss designs with individual date of design
NO JOB ID TRS ID DATE i. NO JOB ID TRS ID DATE PNO i JOB ID TRS ID DATE
1 76238 F01 7/19/2018 29 76238 GE07 7/19/2018 57 76238 T15 7/19/2018
2 76238 F02 7/19/2018 30 76238 X08 7/19/2018 58 76238 T16 7/19/2018
3 76238 F03 7/19/2018 31 76238 GEN 7/19/2018 59 76238 T17 7/19/2018
4 76238 FG01 7/19/2018 32 76238 GE10 7/19/2018 60 76238 T18 7/19/2018
5 76238 FG02 7/19/2018 33 76238 l-1,101 7/19/2018 61 76238 T19 7/19/2018
6 76238 FG03 7/19/2018 34 76238 ,101 7/19/2018 62 76238 120 7/19/2018
7 76238 FG04 7/19/2018 35 76238 .02 7/19/2018 63 76238 T21 7/19/2018
8 76238 FG05 7/19/2018 36 76238 J33 7/19/2018 64 76238 122 7/19/2018
9 76238 FG06 7/19/2018 37 76238 J34 7/19/2018 65 76238 123 7/19/2018
10 76238 FG07 7/19/2018 38 76238 J05 7/19/2018 66 76238 124 7/19/2018
11 76238 FG08 7/19/2018 39 76238 .06 7/19/2018 67 76238 125 7/19/2018
12 76238 FG09 7/19/2018 40 76238 J07 7/19/2018 68 76238 126 7/19/2018
13 76238 FG10 7/19/2018 41 76238 ,108 7/19/2018 69 76238 129 7/19/2018
14 76238 FG11 7/19/2018 42 76238 P601 7/19/2018 70 76238 T30 7/19/2018
15 76238 FG12 7/19/2018 43 76238 101 7/19/2018 71 76238 131 7/19/2018
16 76238 FG13 7/19/2018 44 76238 1D2 7/19/2018 72 76238 132 7/19/2018
17 76238 FG14 7/19/2018 45 76238 103 7/19/2018 73 76238 T33 7/19/2018
18 76238 FG15 7/19/2018 46 76238 T04 7/19/2018 74 76238 T34 7/19/2018
19 76238 FG16 7/19/2018 47 76238 105 7/19/2018 75 76238 T35 7/19/2018
20 76238 FGE01 7/19/2018 48 76238 106 7/19/2018 76 76238 136 7/19/2018
21 76238 FGE02 7/19/2018 49 76238 107 7/19/ail"'
22 76238 FGE03 7/19/2018 50 76238 108 7/19/2 o Reviewed o Rejected
• Approved as Noted
23 76238 G7/19/2 1 7/19/2018 51 76238 1D9 o Revise and Resubmit
24 76238 GE02 7/19/2018 52 76238 T10 7/19/2 o Submit Specific Item
25 76238 GE03 7/19/2018 53 76238 T11 7/19/2 This review is for general compliance with the design
26 76238 GEN 7/19/2018 54 76238 112 7/19/2 concept given in the Contract Documents. The
7/19/2 corrections and comments on this review does not
27 76238 GE05 7/19/2018 55 76238 T13 relieve Contractor from compliance with the
28 76238 GE06 7/19/2018 56 76238 T14 7/19/2 requirements of the plans and specifications.
Contractor is responsible for dimensions to be
Apex Technology is a ficticious name owned byJ3xApex Technology,Inc.,a Florida Corp confirmed and correlated at the job site; information
Engineer Business No.7547-4745 Sutton Park urt,Suite 402 Jacksonville,FL 3222 for the fabrication processes or to the means,
(h
methods,techniques,sequences and procedures of
construction;coordination of their work with all trades:
The seal on this index sheet indicates acceptance of professional engineering responsit and performing work in a safe and satisfactory
lf*/\
Truss Design Drawings listed above and attached. The suitability and use of each drawi manner.
particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Se Date 10/09/2018 By: Christopher Kathe
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in a CHRISTOPHER C.KATHE, INC
APEXRule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Enginee
This document may be signed and sealed with original or Docusign digital signature by t nrnfpssinnal 1
engineer identified in the adjacent professional engineer's seal.Printed copies of Docus 1. SEE STRUCTURAL SHEETS 11
documents are not considered signed and sealed and the signature must be verified on FOR REQUIRED UPLIFT CONNECTORS
copies.
1 1
Job#76238 BEARING INFORMATION
WOODTRUSS
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 36'06"00 FG01 COMN 10.25/12 Pitch 3-Ply 1 2035.55 74.00
2 7974.53 1307.00
3 2028.91 477.00
9 18'06"00 FG02 SPEC 10.25/12 Pitch 1 -Ply 1 1125.04 172.00
2 919.91 176.00
1 33'02"00 FG03 COMN 10.25/12 Pitch 3-Ply 1 2093.11 105.00
2 6521.59 1050.00
3 2464.80 564.00
3 33'02"00 FG04 COMN 10.25/12 Pitch 1 -Ply 1 1243.29 170.00
2 2560.05 405.00
3 906.62 124.00
2 3302"00 FG05 COMN 10.25/12 Pitch 1 -Ply 1 1186.40 162.00
2 3242.55 448.00
3 1525.02 141.00
4 3302"00 FG06 COMN 10.25/12 Pitch 1 -Ply 1 1261.33 174.00
2 2223.99 355.00
3 790.19 119.00
3 36'06"00 FG07 COMN 10.25/12 Pitch 1 -Ply 1 1201.74 205.00
2 2923.05 458.00
3 1081.15 182.00
1 36'06"00 FG08 COMN 10.25/12 Pitch 2-Ply 1 2402.66 232.00
2 4002.63 514.00
3 1042.66 190.00
6 36'06"00 FG09 COMN 0.00/12 Pitch 1 -Ply 1 927.70 151.00
2 2640.66 407.00
3 1067.24 186.00
2 36'06"00 FG10 COMN 0.00/12 Pitch 1 -Ply 1 927.40 147.00
2 2640.66 407.00
3 916.77 138.00
1 36'06"00 FG11 COMN 0.00/12 Pitch 1 -Ply 1 927.33 147.00
2 2642.06 407.00
3 915.49 137.00
1 36'06"00 FG12 COMN 10.25/12 Pitch 2-Ply 1 2520.47 159.00
2 4618.36 506.00
3 763.84 128.00
1 11'10"04 FG13 MONO 0.00/12 Pitch 2-Ply 1 5005.34 I 763.00
2 4864.28 737.00
1 2311°00 FG14 MONO 0.00/12 Pitch 4-Ply 1 . •.• 0.00
2 6150.97 0.00
1 23'11"00 FG15 MONO 0.00/12 Pitch 4-Ply 1 6052.39 0.00
2 6052.39 0.00
1 16'07"08 FG16 FLAT 0.00/12 Pitch 2-Ply 1 3075.62 0.00
2 3075.62 0.00
2 12'08"00 GE01 GABL 9.00/12 Pitch 1 -Ply 1 1356.55 625.00
1 06'00"00 GE02 GABL 9.00/12 Pitch 1 -Ply 1 650.00 194.00
1 36'06"00 GE03 GABL 10.25/12 Pitch 1 -Ply 1 1742.27 633.00
2 357.78 56.00
1 36'06"00 GE04 GABL 10.25/12 Pitch 1 -Ply 1 490.65 96.00
2 1155.12 474.00
Page 1 of 4
t
Job#76238 BEARING INFORMATION
OTY SPAN DESCRIPTION BRG# REACTION UPLIFT
3 479.92 86.00
1 24'00"00 GE05 GABL 9.00/12 Pitch 1 -Ply 1 2446.67 703.00
1 19'06"00 GE06 GABL 9.00/12 Pitch 1 -Ply 1 1048.16 304.00
2 1092.69 304.00
1 16'08"00 GE07 GABL 9.00/12 Pitch 1 -Ply 1 1696.67 533.00
1 13'08"00 GE08 GABL 9.00/12 Pitch 1 -Ply 1 1441.67 453.00
1 05'00"08 GE09 GABL 9.00/12 Pitch 1 -Ply 1 533.54 167.00
2 17'08"00 GE10 GABL 9.00/12 Pitch 1 -Ply 1 174.16 154.00
2 1310.89 496.00
3 95.39 61.00
4 02'10"11 HJ01 HIP JACK 6.76/12 Pitch 1 -Ply 1 352.46 135.00
2 58.43 21.00
3 60.42 43.00
4 02'00"00 J01 EJACK 10.25/12 Pitch 1 -Ply 1 291.06 73.00
2 34.73 17.00
3 57.67 36.00
1 02'00"00 J02 EJACK 10.25/12 Pitch 1 -Ply 1 93.09 0.00
2 36.52 2.00
3 57.67 58.00
15 04'00"00 J03 JACK 9.00/12 Pitch 1 -Ply 1 358.06 73.00
2 68.33 3.00
3 115.50 86.00
3 04'00'00 J04 JACK 9.00/12 Pitch 1 -Ply 1 415.13 200.00
2 127.79 49.00
3 108.68 51.00
6 07'00"00 J05 JACK 9.00/12 Pitch 1 -Ply 1 478.89 31.00
2 155.70 0.00
3 203.73 113.00
1 07'00"00 J06 JACK 9.00/12 Pitch 1 -Ply 1 478.89 31.00
2 155.70 0.00
3 203.73 110.00
1 07'00"00 J07 JACK 9.00/12 Pitch 1 -Ply 1 467.22 58.00
2 163.40 46.00
3 127.72 47.00
1 07'00"00 J08 JACK 9.00/12 Pitch 1 -Ply 1 541.93 266.00
2 143.47 39.00
3 200.09 102.00
10 -5'-5"00 PB01 COMN 10.25/12 Pitch 1 -Ply 1 137.93 171.00
2 720.39 406.00
3 131.70 106.00
2 16'09"00 T01 COMN 10.25/12 Pitch 1 -Ply 1 731.79 212.00
2 713.80 220.00
2 16'09"00 T02 COMN 10.25/12 Pitch 1 -Ply 1 731.79 201.00
2 713.80 249.00
2 16'09"00 T03 COMN 10.25/12 Pitch 1 -Ply 1 731.79 184.00
2 713.80 301.00
2 16'09"00 T04 COMN 10.25/12 Pitch 1 -Ply 1 731.79 181.00
2 713.80 335.00
2 16'09"00 T05 COMN 10.25/12 Pitch 1 -Ply 1 731.79 194.00
2 713.80 273.00
Page 2 of 4
Job#76238 BEARING INFORMATION
QTY SPAN DESCRIPTION 1 BRG# REACTION UPLIFT
2 16'09"00 TO6 COMN 10.25/12 Pitch 1 -Ply 1 731.79 143.00
2 713.80 217.00
6 21'05"00 107 COMN 10.25/12 Pitch 1 -Ply 1 900.14 193.00
2 888.37 223.00
1 21'05"00 T08 COMN 0.00/12 Pitch 1 -Ply 1 868.39 194.00
2 896.08 227.00
1 21'05"00 109 COMN 0.00/12 Pitch 1 -Ply 1 869.91 244.00
2 894.55 227.00
1 21'05"00 T10 COMN 0.00/12 Pitch 1 -Ply 1 875.61 193.00
2 895.87 227.00
2 12'08"00 T11 COMN 9.00/12 Pitch 1 -Ply 1 2746.89 1098.00
2 2255.90 867.00
4 12'08'00 T12 COMN 9.00/12 Pitch 1 -Ply 1 691.24 323.00
2 538.28 230.00
1 06'00"00 113 COMN 9.00/12 Pitch 1 -Ply 1 1744.99 423.00
2 1534.77 421.00
1 06'00'00 T14 COMN 9.00/12 Pitch 1 -Ply 1 332.92 97.00
2 332.92 97.00
5 36'06"00 T15 ATIC 10.25/12 Pitch 1 -Ply 1 1074.95 245.00
2 1462.81 194.00
3 1026.36 244.00
5 36'06"00 T16 ATIC 10.25/12 Pitch 1 -Ply 1 1075.41 244.00
2 1463.06 193.00
3 1025.65 243.00
14 24'00"00 T17 ATIC 9.00/12 Pitch 1 -Ply 1 1823.92 349.00
2 1823.92 349.00
2 19'06"00 T18 COMN 9.00/12 Pitch 1 -Ply 1 977.10 124.00
2 977.09 123.00
1 19'06"00 T19 COMN 9.00/12 Pitch 2-Ply 1 4780.15 1376.00
2 7147.09 1766.00
1 18'04'00 T20 COMN 10.25/12 Pitch 1 -Ply 1 936.16 190.00
2 955.97 311.00
1 18'04"00 T21 COMN 10.25/12 Pitch 1 -Ply 1 1852.07 603.00
2 2089.70 640.00
1 18'06"08 T22 COMN 10.25/12 Pitch 1 -Ply 1 1217.99 512.00
2 1289.24 559.00
1 18'06"00 T23 COMN 10.25/12 Pitch 1 -Ply 1 1820.64 641.00
2 1804.40 634.00
5 16'08"00 T24 COMN 9.00/12 Pitch 1 -Ply 1 984.15 267.00
2 985.44 267.00
2 13'08"00 T25 COMN 9.00/12 Pitch 1 -Ply 1 732.83 227.00
2 732.83 227.00
2 12'09'00 T26 COMN 9.00/12 Pitch 1 -Ply 1 541.87 165.00
2 541.87 165.00
3 05'03"11 T29 COMN 9.00/12 Pitch 1 -Ply 1 391.91 116.00
2 391.91 116.00
4 17'08'00 T30 COMN 9.00/12 Pitch 1 -Ply 1 750.83 309.00
2 750.83 309.00
2 1701"08 T31 COMN 9.00/12 Pitch 1 -Ply 1 727.21 299.00
2 728.42 297.00
Page 3 of 4
Job#76238 BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
2 16'11"08 T32 COMN 9.00/12 Pitch 1 -Ply 1 674.38 205.00
2 680.34 226.00
2 16'11"08 T33 COMN 0.00/12 Pitch 1 -Ply 1 720.73 315.00
2 720.73 314.00
1 16'11"08 T34 COMN 0.00/12 Pitch 1 -Ply 1 720.73 268.00
2 720.73 265.00
1 12'08'00 T35 COMN 9.00/12 Pitch 2-Ply 1 2816.38 1311.00
2 2816.45 1311.00
1 18'06"00 T36 MONO 10.25/12 Pitch 1 -Ply 1 798.23 249.00
2 798.23 249.00
WOODFLOOR
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
17 23'11"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 1027.22 0.00
2 1027.22 0.00
3 09'05"12 F02 SY42 0.00/12 Pitch 1 -Ply 1 405.17 0.00
2 402.72 0.00
1 04'01"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 580.00 0.00
2 725.16 0.00
1 07'10"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 660.56 0.00
1 09'02'04 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 777.89 0.00
1 14'04"12 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 1229.33 0.00
Total of Trusses 205
Maximun Height 11'10"00
Page 4 of 4
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 MEMEBER OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS,
FAX REPAIR REQUEST TO 992-8700. FAX SHOULD CONTAIN TRUSS JOB NUMBER, TRUSS NUMBER, SPECIFIC SCOPE OF REPAIR AND CONTRACTOR
CONTACT INFO.
3
SYMBOL INDICATES REQUIRED
LATERAL BRACING. PERMANENT
SYMBOL AND TEXT INDICATES INDICATES LOCATION WHERE
4 x 5 LATERAL BRACING IS THE
REQUIRED SIZE AND LOACTION OF RESPONSIBILITY OF THE BUILDING BEARINGS(SUPPORTS)OCCUR.
TRUSS PLATE. PLATE TEETH MUST =21111, DESIGNER. ALL BEARINGS ARE CONSIDERED
BE FULLY EMBEDDED INTO ' TO BE NO 2 SYP(UNO).
LUMBER AND PLATES MAY NOT BE
CUT OR ALTERED.
GENERAL NOTES
3x8 AND DETAILS
2 x 4 4 x 5 ` 'eV\
8-11-15 I TS(�
TR ETR
DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS. 1�VALDIVISION
�V I►)►)
enElEHOUSE) APEX
APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-964 821 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 2x6 NO 2 SYP "L" BRACE GABLE TRUSS WEB 2x6 NO 2 SYP "T" BRACE
_ • FASTENED TO GABLE WEB . FASTENED TO GABLE WEB
W/.131" x 22" AT 6" O.C. -1 W/.131" x 22" AT 6" O.C.
SECTION A-A SECTION A-A
OPTION 1 OPTION 2
(9' 8" - 12' 0") (9' 8" - 12' 0")
2x4 NO 2 SYP "L" BRACE
GABLE TRUSS WEB FASTENED TO GABLE WEB GABLE TRUSS WEB 2x4 NO 2 SYP "T" BRACE
o/
>� W/.131" x 22" AT 6" O.C. FASTENED TO GABLE WEB
j / W/.131" x2 " AT6" O.C.
r
a: SECTION B-B SECTION B-B
OPTION 2 OPTION 2
Cr) (3' 8" - 9' 7") (3' 8" - 9' 7")
* VERTICAL WEBS 3' 8" OR CONNECTION BETWEEN BOTTOM CHORD OF
LESS DO NOT REQUIRE GABLE END TRUSS AND WALL, AS WELL AS THE
o GABLE BRACES DESIGN AND SPECIFICATION OF PERMANENT
_ - ' BRACING OF THE ROOF SYSTEM IS THE % GABLE END BRACING
\ RESPONSIBILITY OF THE BUILDING DESIGNER. DETAIL
A ; ' ` ` y -
o) co B ; B 63*
i /
i
TRUETRUSS
\\\\\\\\\\\\\\\\\ -\\\\\\\\\\\\\ A DIVISION OF
F �T�tUEHOUSE APEX
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 JACKSONVILLE,FL 32224-904.821.5200 TECHNOLOGY
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).148" x 3" TOE-NAILS @ TOP & BOTTOM
CHORD CONNECTION. (NAILS THROUGH
t BACK SIDE OF GIRDER INTO END GRAIN OF
JACK TRUSS ARE NOT ALLOWED)
JACK
JACK (3).148" 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.
ri
f--
z
w
O w_ / '7\
JACK
Q J
Cl d
o O p -( 2).148" x 3" TOE-NAILS @ TOP & BOTTOM
c w Oz :.,,---
JACK CHORD CONNECTION.
w_ CC Y Y
U U U
Q Q Q
TYPICAL HIP SET
NAILING DETAIL
"HJ" GIRDER
/ VARIES ii ,Oirl\/
TRUElR sJ
A OMUUON OR ApEx
i
'APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 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.
i
'IGGYBACK TRUSS
6"x 8"x i"PLYWOOD(or 4'OSB)GUSSET
APPLIED TO EACH FACE SPACD 48"O.C.
to
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.
0 t 1 0 ... M
PIGGYBACK TRUSS
‘ ,
' \—ATTACH PURLIN TO TOP CHORD OF BASE TRUSS
EACH BASE TRUSS WITH (2).131"x 2i"
\\ OPTION 1
N
MAXIMUM PURLIN SPACING 24"O.C. TO G?kq
REFER TO INDIVIDUAL BASE TRUSS DESIGN (��,�/q NO
FOR ACTUAL TOP CHORD PURLIN SPACING. ce11'!3SOyjS
S � S S U ' 0(11 .:•.;`A`0.� O C
\--‘
Al 0
•••1��i PIGGYBACK TRUSS
CONNECTION DETAIL
ATTACH PIGGY BACK TO EACH PURLIN FOR PIGGY BACK TRUSSES WITH SPANS LESS THAN 12'SCAB BASE TRUSS
WITH (2).131"x 23" MAY BE OMMITED PROVIDED THAT THE ROOF SHEATHING IS
ATTACH PURLIN TO TOP CHORD OF * CONTINUOUS OVER JOINT(SHEATHING TO OVERLAP A MINIMUM
EACH BASE TRUSS WITH(2).131"x 23" OF 12"OVER JOINT). 1 UE'! (IJSS
A U NNON OF
OPTION 2 enuEHousp) APEX
. .
'APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT.STE.402 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.
36" MAXIMUM FLAT
TOP CHORD SPAN
FASTEN SCABS TO CONTINUOUS 2x4 NO 2
SYP RIDGE BEAM W/(2).131"x 22"
OR 2X�
2x4 NO 2 SYP BLOCKING BETWEEN CAPS '11/Ar/JP�o2S
V/ C rA
FASTENED W/(2).131"x 22"AT EACH END 4'•'� �0M ,�/•73 SC•943.
cFRP i°4
� , 4# OA,
req F o--o to
•
(1) PURLIN AT MIDSPAN OF
BASE TRUSS ACH TRUSS TOP CHORD
WITH (2).131"x 24"
/ \
CONVENTIONAL
FRAMED PIGGYBACK
DETAIL
ifV\
TR ETR S.7
A MINN OR
TAPEX
'APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 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.
(2)16d TOP NAILS
// PER STRAP TOP NAILS
PER STRAP
STRAP
1 I X \ \ \
\ / (1)16d FACE NAIL (1)16d FACE NAIL
1)1'ER STRAP STRAP
V N \ \\ \
A (3)16d STRAIGHT (3)16d STRAIGHT \
AILS PER SIDE AILS PER SIDE
i.e.,
/ 1 1 N
i . 1
/ \ THA422 \
--- -DEPTH AND PLIES VARY THA422
FLOOR TRUSS TO BEAM FLOOR TRUSS TO ROOF GIRDER
(2)16d TOP NAILS
ER STRAP
i><
NN
(1)16d FACE NAIL
ER STRAP \ \
(3)16d STRAIGHT \ THA422 CONNECTIONS
/ AILS PER SIDE
-o
, . A , iev\
_ ' VL Vss
AMOM OP
THA422 entUEHOUSE) TAPEX
FLOOR TRUSS TO FLOOR TRUSS
APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC..A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT.STE.402 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.
24" TYP I I I I I
k g X X X COMMON TRUSSES
1 @ 24" O.C.
I
0
z
z J MAX 12" OVERHANG UNLESS A___
WDESIGNED BY OTHERS :,s%----
00
VALLEY SET Ga\
Cal a �i 24" O.C.
OU _1\
� � . -
LLC
W � Io
.;.// COMMON TRUSSES
@ 24" O.C.
O
UOMMUN I KUSSES @ 2•5 U.C. 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 2 VALLEY TRUSSES, PULINS MUST BE
W/.131"x 22" INSTALLED FOR TOP CHORD BRACING.
6" O.C. SEE INDIVIDUAL TRUSS PROFILE FOR
PURLIN AND SPACING.
r�F 't
p Noc°
COP G FIELD BEVEL VALLEY
�•
SS TRUSS BOTTOM CHORD VALLEY TRUSS
OTO MATCH COMMON TRUSS FRAMING DETAIL
•‘‘' FASTEN VALLEY TRUSS PITCH
TO EACH COMMON TRUSS
W/(2).131"x22"
ROOF SHEATHING j' GNORO TR TC T S
" ��SS�OP A MINION O!
10 eTRUEHOUS4 APEX
•.
•.0,
-APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC..A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 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.
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.
X V ►! _
1 Y
USE SIMPSON ATTACH TO VERTICAL ATTACH TO VERTICAL ATTACH 2x4 VERTICAL TO FACE
H2.5 TO ATTACH WEB WITH (3)12. WEB WITH (3)12. •F TRUSS. FASTEN TO TOP
2x6 TO CHORD. COMMON WIRE NAILS. COMMON WIRE NAILS. AND BOTTOM CHORD WITH (2)12d
COMMON IN EACH CHORD.
= XV
N
t--
Y r Y
R R ,‹ RR\ ,< 5Z SZ R
:\:\.\\.\\.\: <.\\,\\\\,
�\.\ �,\\\\, 7BLOCKING
s g g s gg g s §
\ TRUSSES TYPICAL SPLICE 48" 2x6 AS REQUIRED FLOOR TRUSS
--SEARING WALL STRONG BACKS
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
A 4'-0" LONG SCAB CENTERED OVER THE SPLICE AND JOIN WITH (12)12d NAILS EQUALLY SPACED. iAl
ALTERNATE METHOD OF SPLICING: TRi JSs
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)12d COMMON WIRE NAILS •_MNION OR
STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A �, _ ?ACP PE
VERTICAL) UJFJ \- A'
i
'APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.. A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE,FL 32224-904 821 5200 I
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.
76238 Ply: 1 SEAN:17605/T76/SY42
Custom-Roick Res,, Qry: 17 FROM: DRW:
F01 Wgt:130.2 lbs ... / ... 07/19/2018
13'1'81 2311"
13'1'8 3' 10'6"
1—2'6"—H
3. (TYP)
I I I.2'6'12.--2'6.12—{--2'6'12--I--2'6'12--I I—2'6.12 + 2'6"12--}—2'6'12--{
=4X8 =3X4 W=3X4 -3X3 m3X4 =4X8
VA B C D E F G H I J K LM
io
1 (1)8'1"2
tfill T S R Q P 0 --
=3X8 =4X8 =4X5 =3X3 W=H0310 =4X8 =3X8
1 2311" .i
Loading Criteriast) Wind Criteria Snow Criteria( fin PS F) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA T Na PP DefI rtinn in Inr dell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.383 G 1732 480
J I U 1027 /- /- /- /- /6.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.865 G 450 360 N 1027 /- /- /- /- /6.0
BCDL: 10.00 Category:NA Snow Duration:NA nvnc.lt_y. v.v,n D - - U Min Brg Width Req= 1.5
Des Ld: 65.004, EXP:NA HORZ(TL): 0.092 B - - N Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings U&N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.630
Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.764 Maximum Top Chord Forces Per Ply(lbs)
Spacing:16.0"J MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.649 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 G-H 0 -3817
I:NA GCpi:NA Plate Type(s): B-C 0 -2649 H-I 0 -3811
Wind Duration:NA WAVE,HS VIEW Ver:18.01.00B.0430.21 ,C-D 0 -2649 I-J 0 -2648
Lumber End Vertical Attachment D-E 0 3817 J-K 0 2648
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 0 -3817 K-L 1 0
G
F-G
Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or 0 3817
Bot chord 4x2 SP#1 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC U-T 1481 0 0-P 3394 0
Additional Notes T-S 3392 0 P-O 3394 0
Plating Notes +2x6 continuous strongback.See detail S-R 3819 0 0-N 1480 0
All plates are 1.5X3 except as noted. STRBRIBR1014 for bracing and bridging R-Q 3817 0
recommendations.
Purlins
Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) 1-8-0. V-U 0 -9 G-R 0 -72
TC 24 0.25 23.67 A-U 0 -77 H-Q 0 -141
BC 120 0.25 23.67 U-B 0 -1740 Q-I 489 0
Apply purlins to any chords above or below fillers B-T 1364 0 I-O 0 -871
at 24"OC unless shown otherwise above. C-T 0 -179 J-O 0 -179
Loading T-D 0 -867 O-K 1363 0
D-S 496 0 K-N 0 -1739
Bottom chord checked for 10.00 psf non-concurrent F-S 0 -194 L-N 0 -77
live load.
S-G 3 -3 N-M 0 -9
Camber
Max JT VERT DEFL:LL:0.38"DL:0.48".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.
(Irv') 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 l 08391oweki PE Nameson Derek.58544 No 71457y Adam K PE No.7769311
APEX
76238 Ply:1 SEQN:17606/T36/SY42
Custom-Roick Res. Qty: 3 FROM: DRW:
F02 Wgt:58.8 lbs ... / ... 07/19/2018
5'4"86'4"12 9'5"12
I I-
5'4"8 1'0"4 3'1"
r'{- 2'6' _I- 2'6°12 -{ I_2'6°12-{5-{
(TYP)
3X3
1111.X3 =3X3 III1 5X3 III 1 5X1 1114X (R
T e L , U , 3 �:::
Zo Mk _
K =3X3=3X4 11115X3
3X,
9'5"12 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.047 C 999 480 K 405 /- /- /- /- /6.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.115 C 999 360 F 403 /- /- /- /- /3.5
BCDL: 10.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - K Min Brg Width Req= 1.5
Des Ld: 65.00 EXP:NA HORZ(TL): 0.019 B - - F Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearing F is a rigid surface.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.746 Bearing K Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.386
Spacing:16.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.306 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA Plate Type(s): A-B 1 0 D-E 0 -537
Wind Duration:NA WAVE VIEW Ver:18.01.008.0430.21 B-C 0 -568 E-F 0 -557
Lumber C-D 0 -568 F-G 0 0
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 4x2 SP#2
Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs4x2SP#3 K-J 475 0 I-H 0 -1
Lumber value set"13B"uses design values J-I 568 0
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: L-K 0 -9 J-C 51 -18
Chord Spacing(in oc) Start(ft) End(ft) A-K 0 -73 D-I 0 -280
TC 24 0.25 9.48 K-B 0 -559 I-F 642 0
BC 107 0.25 9.15 B-J 170 0 F-H 25 0
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
NOTES:
1.This drawing is not sufficient 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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 if /\
APEX
1rueHouse PE No.l 0 391owski JPeffrey 58544 on PE No. Murray7457APE No.Russell
76238 Ply:1 SEQN:17607/T41/SY42
Custom-Roick Res. a Qty: 1 FROM: DRW:
F03 Ar Wgt:32.2 lbs ... / ... 07/19/2018
1'7"82'5'8 4'1"
L. 178 I 10" I 178 -I
F�1'3"--I
F3'i (TYP) F3"
III 1.5X3 =3X3 =tj(3 III 1D5X3
T I J :A .: B i
76238 Ply:3 SEQN: 17680/T8/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
FG01 Wgt:627.9 lbs ... / ... 07/19/2018
4'3'10 36'6"
"�7~103
L'L_ 6'8"9 9'5'8 12'5"5 15'6"3 18'4"4 20'7"15 23'1"5 25'6'12 29'0"5 32'0'1 350'9
i-16"71 12'4"15 I 2'8'15 1 2'11"13 1 3'0'13 1 2'10"1 I 2'3'11 I 2'5"7 1 2'5'7 3'S"9 1 2'11'13 ( 3'0'8
12
10.25 F" 06X8(") ..4X8 .5X7(") 'a 4X8 5X7 w6X8(") .4X10 w-4X4 m4X5 016X8('-)
T /ABB C D E F G H T3 'I J K L M N
ml �z �3X4(A1)%/L� � � �lig
re
Y 'W 0=3X4(A1)
1 10'1.2
AB AA Z Y X w r=6X10 =6X8 T S Fl O P
54X5 ..4X8 ...8X8(**) J 82 =5x7 '•H0510 8X8(") w3X8
A 18'4.4 j 18'1'12 j
1'7'3 2'6'11 287 2'10"1 3'0"13 3'2"1 2'7'11 2'4"15 2'11'3 2'11'13 3'0'5 2'6'12.)
~� 2415 T 6'6'13 1 9'3"4 1 12'1"5 1 15'2'3 1 18'4'4 1 20'11'151 23'4"131 26'4' I 29'3'13 1 32'4'1 I 34'10'13' 173
Loading Criteria st) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 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: 15.004/ Speed: 130 mph Pf:NA Ce:NAVERT(LL): 0.132 S 999 480 A 2036 74 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA AI VERT(TL): 0.362 S 875 360 V 7975 1307 /- /- /- /4.5
BCDL: 10.0041 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 J - - 0 2029 476 /- /- /- /6.5
Des Ld: 65.00 J EXP:D - HORZ(TL): 0.047 J - - vvtnu react ns based on MWFRS
NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983 V Min Brg Width Req= 2.9
Load Duration: 1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.759 0 Min Brg Width Req= 1.5
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.732 Bearings A,V.&0 Fcperp=565psi.
Spacing:16.0"
C&C Dist a:3.65 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:18.01.00B.0430.21
Lumber Plating Notes A-B 30 -938 H-I 3874 -606
B-C 35 -1776 I-J 1292 -85
Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. C-D 55 -2344 J-K 484 -1456
Top chord 2x4 SP#2:T3 2x4 SP#1: (")6 plate(s)require special positioning.Refer to D-E 56 -2386 K-L 969 -3896
Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: scaled plate plot details for special positioning E-F 0 -487 L-M 726 -2971
Webs 2x4 SP#3:W5 2x10 SP#2: requirements. F-G 1727 -392 M-N 443 -1847
Lumber value set'13B"uses design values Plate positions consider a 0.50 inch truss perimeter G-H 3874 -606 N-0 223 -942
approved 1/30/2013 by ALSC edge distance.
Nailnote Purlins Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Nail Schedule:0.131"x3",min.nails In lieu of structural panels or rigid ceiling use purlins
Top Chord:1 Row @ 3.50"o.c. to laterally brace chords as follows: A-AB 693 -21 V-U 130 -1579
Bot Chord:1 Row @ 8.75"o.c. Chord Spacing(in oc) Start(ft) End(ft) AB-AA 695 -21 U-T 1145 -422
Webs :1 Row @ 4"o.c. TC 24 0.00 36.50 AA-Z 1890 -38 T-S 3276 -848
Repeat nailing as each layer is applied.Use equal BC 120 0.15 36.35 Z-Y 2386 -56 S-R 3081 -755
spacing between rows and stagger nails in each row Apply purlins to any chords above or below fillers Y-X 2377 57 R-Q 1969 -474
to avoid splitting. at 24' OC unless shown otherwise above. X-W 284 0 0 P 699 165
4"o.c.spacing of nails perpendicular and parallel to W-V 409 -1915 P-0 697 165
grain required in area over bearings greater than 4" Additional Notes
Special Loads The overall height of this truss excluding overhang is
1-8-0. Maximum Web Forces Per Ply(lbs)
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp.
TC:From 80 plf at 0.00 to 80 plf at 3.67
TC:From 215 plf at 3.67 to 215 plf at 4.73 B-AB 14 0 V-I 546 -2631
TC:From 446 plf at 4.73 to 446 plf at 8.27 B-AA 1207 -16 I-U 1305 -265
TC:From 215 plf at 8.27 to 215 plf at 9.88 AA-C 11 -518 U-J 575 -2839
TC:From 80 plf at 9.88 to 80 plf at 36.50 C-Z 523 -20 J-T 1413 -282
BC:From 13 plf at 0.00 to 13 plf at 36.50 Z-D 12 -378 T-K 425 -2121
TC: 144 lb Conc.Load at 3.92 Y-E 82 -26 K-S 1208 -236
TC:1840 lb Conc.Load at 9.27 E-X 193 -2090 S-L 904 -238
BC:5005 lb Conc.Load at 25.95 X-F 920 -80 L-R 132 500
Wind F-W 230 -2224 R-M 1111 -280
W-G 853 -75 M-Q 141 -555
Wind loads and reactions based on MWFRS. G-V 216 -2147 Q-N 1264 -306
H-V 33 -160 P-N 17 0
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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 /fV\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse FENo 60839 PE No 58544 PE No.71457 PE No.77693
76238 Ply: 1 SEAN: 17663/T14/SPEC '
Custom-Roick Res.* Qty: 9 FROM: DRW:
FG02 Wgt:105.0 lbs / .. 07/19/2018
L 1'5"7 I 3'11"15 I 6'2"14 I 8'7"10 ' 1121 I 13'5"1 I 15'9"12 I 18'6"
f 15„7 2,6"8 2,3" 2,4"12 2,6"8 2,3„ 2,4"12 2'8"4
12 ;06X10(") 1113X4 =3X4 =5X5(") 1113X4 =4X4 -4X4
10.25 V B C D E F G H -6X6.' I
ri
4X5(..) -_,._.;.:1-
I �� T
ryl// + 101 2
5'2 J Ir L
1111 Q P O N M L B2 K J T
1113X4 =6X10(") =3X4 1113X4 5X7(") =4X4 =4X8 1114X5(")
i 18'6" -i
17"3 I 24"12 I 2'6"8 , 23" I 2'6"8 I 2'4"12 I 2'5"4 ,- 2'4"4 ,
1'7"3 3'11"15 6'6"6 8'9"6 11'3"13 13'8"9 16'1"12 18'6"
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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.174 N 999 480 A 1125 /171 /603 /- /34 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA JVERT(TL): 0.492 N 662 360 J 920 /176 /382 /- /- /4.0
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 B - - Wind reactions based on MWFRS
Des Ld: 65.00 EXP:D HORZ(TL): 0.066 B - - A 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: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.635 Bearings A&J Fcperp=565psi.
Load Duration:1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.989
Spacing:16.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.833 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 289 -1439 E-F 715 -3172
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 514 -2566 F-G 707 -3141
Lumber Additional Notes C-D 514 -2565 G H 557 -2382
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 673 -3140 H-I 336 -1398
Top chord 2x4 SP#2 1-8-0.
Bot chord 2x4 SP#1 :B2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values A-Q 1026 -231 N-M 3172 -715
approved 1/30/2013 by ALSC Q-P 1021 -228 M-L 2498 -584
P-O 3115 -667 L-K 1561 -380
Special Loads O-N 3180 -718 K-J 9 -2
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC:From 80 plf at 0.00 to 80 plf at 18.50 Maximum Web Forces Per Ply(lbs)
BC:From 13 plf at 0.00 to 13 plf at 18.50 Webs Tens.Comp. Webs Tens. Comp.
TC: 325 lb Conc.Load at 3.92
B-Q 23 -47 F-M 79 -289
Plating Notes B-P 1749 -324 M-G 769 -152
(")7 plate(s)require special positioning.Refer to C-P 72 -476 G-L 138 -560
scaled plate plot details for special positioning P-D 291 -646 L-H 981 -220
requirements. D-O 119 -111 H-K 209 -783
Plate positions consider a 0.50 inch truss perimeter 0-E 267 -88 K-I 1603 -385
edge distance. E-N 26 -81 I-J 232 -896
Purlins
In lieu 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 18.50
BC 99 0.15 18.50
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.
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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fi"\
APEX
TrueHouse PE No l O839lowskirey P No 58544 Arneson
PEPE No.71457y APE No.7 69311
-
76238 Ply:3 SEQN:17689/T11/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
FG03/ Wgt:581.7 lbs ... / ... 07/19/2018
467
II
1'S"7 3'1"F. 73"15 9'11'12 12'11"8 15'8"8 18'4'4 207'12 232" 257'12 28'2'8 30'5" 332"
1'5'7 I- 278 I 2712 -I 211'12 I2'9" -I 2'7'12 I 2'3"8 I 26"4 I 2512 I- 2'6"12 I 2.2"8 I 27 1
12
7 /6X8("") w4X4 .4X4 113X40 w5X7(") 1113X4 m5X7(") m4X5 =3X8
10.25 B C D 6T2 F G H I J K L M N TT
3X4(A1)A -3.... ..p....,,....._------...„..4r...---,.........„17r.---
/ W6 ,i
72 10'1"2
AA B1_Z Y X W v nU T S R 0 P AB
113X4 3X8 =8X8(") =4X4 114X5 =6X10 4' =8X8(") =5X5 =6X8 =3X8 113X8
1 18'4'4 1 14'912 A
I~"I I 2'10" I 2'9'8 I 2'11"4 I 2'7'4 1 2'11'12 1 27'8 I 2'5'12 I 2'9"8 I 2'3'8 I 23" I 2'4'8
1'7'31 2'7"4 I 7'0'7 9'10' 12'9"4 15'4'8 18'4"4 20'11"12 23'5"8 26'3" 28'6'8 30'9"8 337
4'2"7
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 U# . L°�U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.143 E 999 480 A 2093 '105 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA .✓VERT(TL): 0.392 E 817 360 U 6522 '1050 /- /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 B - - AB 2465 '563 /- /- /- /6.5
Des Ld: 65.00 J EXP:D HORZ(TL): 0.046 B - - v.'.'cautions based on MWFRS
NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.929 U Min Brg Width Req= 2.4
Load Duration:1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.745 AB Min Brg Width Req= 1.5
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.737 Bearings A,U,&AB Fcperp=565psi.
Spacing:16.0"
C&C Dist a:3.32 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:18.01.00B.0430.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber Plating Notes A-B 45 977 H-I 2387 375
B-C 64 -1900 I-J 294 0
Value Set:13B(Effective 6/1/2013) All plates are 4X8 except as noted. C-D 86 -2722 J-K 507 -1903
Top chord 2x4 SP#2:T2 2x4 SP#1: (")5 plate(s)require special positioning.Refer to D-E 31 -1555 K-L 871 -3711
Bot chord 2x6 SP SS Dense:B1 2x6 SP#2: scaled plate plot details for special positioning E-F 35 -1589 L-M 605 -2603
Webs 2x4 SP#3:W4 2x8 SP#1: requirements. F-G 834 -233 M-N 320 -1388
:W6 2x6 SP#2: Plate positions consider a 0.50 inch truss perimeter G-H 2387 -375
Lumber value set"13B"uses design values edge distance.
approved 1/30/2013 by ALSO
Purlins Maximum Bot Chord Forces Per Ply(lbs)
Nailnote Chords Tens.Comp. Chords Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: A-AA 725 -33 U-T 3 -522
Top Chord:1 Row @ 4.00"o.c. Chord Spacing(in oc) Start(ft) End(ft) AA-Z 728 -32 T-S 1661 -459
Bot Chord:1 Row @ 8.25"o.c. TC 24 0.00 33.17 Z-Y 2033 -69 S-R 3334 -796
Webs :1 Row @ 4"o.c. BC 120 0.15 33.17 Y-X 2722 -85 R-Q 2761 -643
Repeat nailing as each layer is applied.Use equal Apply purlins to any chords above or below fillers X-W 1589 35 Q P 1558 -360
spacing between rows and stagger nails in each row at 24' OC unless shown otherwise above. W-V 1483 28 P-0 22 5
to avoid splitting.
4"o.c.spacing of nails perpendicular and parallel to Additional Notes V-U 246 -998
grain required in area over bearings greater than 4" The overall height of this truss excluding overhang is
Special Loads 1-8-0. Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-AA 27 0 U-I 446 -2132
TC:From 80 plf at 0.00 to 80 plf at 3.67
TC:From 215 plf at 3.67 to 215 plf at 4.73 B-Z 1287 -35 I-T 1034 -210
TC:From 395 plf at 4.73 to 395 plf at 8.27 Z-C 22 -602 T-J 462 -2271
TC:From 215 plf at 8.27 to 215 plf at 9.88 C-Y 776 -42 J-S 1099 -220
TC:From 80 plf at 9.88 to 80 plf at 33.17 Y-D 3 -17 S-K 336 -1661
BC:From 13 plf at 0.00 to 13 plf at 33.17 D-X 90 -1313 K-R 890 -175
TC: 144 lb Conc.Load at 3.92 X-E 41 -303 R-L 1138 -272
TC: 1512 Ib Conc.Load at 9.27 W-F 940 71 L-Q 173 -717
BC:4864 lb Conc.Load at 25.95 F-V 234 -2608 Q-M 1253 -294
Wind V-G 746 -58 M-P 183 -770
Wind loads and reactions based on MWFRS. G-U 144 -1546 P-N 1548 356
H-U 30 -150 N-O 179 -773
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 fi"\
APEX
TrueHouse PEi No.l 0 391owski PErey No. 8544son PE No.71457y APE No.Russell
76238 Ply:1 SEQN:17695/T64/COMN
Custom-Roick Res. Qty: 3 FROM: DRW:
FG04 4 Wgt:220.5 lbs ... / ... 07/19/2018
4'3"9 -I
1,5"7 2'10'1
1...._.1'5"7
61114 9'11'12 12'10"5 15'8"7 18'6" 21'0"8 23'2'4 25'7'4 27'10"8 30'3"8 33'2'
l'S"7I 2'8" 5 I 2'11.13 I 2'10'9 I 2'10"1 I 2'9"9 I 2'6"8 I 2'1'12 I 25" -I 2'3"4 Ti 2'5" I 2'10.8
12
10.25 •6x8(•") m8X8("") -4X8 =4X8 =8x12("") =4X10 -4X5
B C D E1111 F G H I J K L M a4X8N
T1
=4x6(..)A Ig,��\ _, ..\ __\ _'�..'�1 �= �_ W7 m
72 •�_ - IN - - X10'1"2
AA Z Y X W V 82 U^4X8T S R 0 P O
wi4X10 ==8X8(-) .4X8 J- =8X12('") =4X10 =4X5 14X8 11AB
4X5
1 18'4.4 1 14'9.12 'A
2'613 I 2'11"9 I 2'11'13 I 2'8"5 I 2'9"9 I 2101 I 25"8 I 2'3'8 I 2'10" ( 2'5" I 2'5"8 I 2'6'8
1L1 3'10"9 610"2 9'10" 12'6'5 15'3'15 18'2" 20'7"8 22'11° 25'9" 28'2' 30'7'8 332"
11'31'1
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.120 D 999 480 A 1243 /169 /743 /- /24 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.385 D 910 364.1 2560 /404 /1268/- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 B - - AB 907 /124 /486 /- /- /6.5
Des Ld: 65.004 EXP:D HORZ(TL): 0.045 B - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.968 U Min Brg Width Req= 2.6
Load Duration: 1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.966 AB Min Brg Width Req= 1.5
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.909 Bearings A,U,&AB Fcperp=565psi.
C&C Dist a:3.32 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:18.01.008.0430.21 - --
Lumber Wind A-B 251 -1676 H-I 1171 -218
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 444 -3259 I-J 233 -2542
memberdesign. C D 529 3359 J K 248 -2542
Top chord 2x6 SP#2 Ti: 2x4 SP#2: D-E 536 -3384 K-L 243 -2498
Bot chord 2x6 SP SS Dense:82 2x6 SP#2: E-F 325 -1838 L-M 321 -2702
Webs 2x4 SP#3:W2,W6 2x4 SP#2: Additional Notes
:W7 2x6 SP#2: The overall height of this truss excluding overhang is F-G 753 -79 M-N 212 -1559
G-H 2726487
Lumber value set"13B"uses design values
1-8-0.
approved 1/30/2013 by ALSO
Maximum Bot Chord Forces Per Ply(lbs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) A-AA 1257 -209 U-T 428 -2404
TC:From 80 plf at 0.00 to 80 plf at 33.17 AA-Z 1257 -210 T-S 373 -1015
BC:From 13 plf at 0.00 to 13 plf at 33.17 Z-Y 3439 -473 S-R 2542 -248
TC: 756 lb Conc.Load at 4.92 Y-X 3384 -536 R-Q 2774 -329
TC: 744 lb Conc.Load at 25.83 X-W 3346 -535 0-P 1736 -241
Plating Notes W-V 1682 -305 P-O 31 -6
All plates are 3X4 except as noted. V-U 89 -852
(")6 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.
Plate positions consider a 0.50 inch truss perimeter AA-B 36 -3 H-T 1909 -292
edge distance. B-Z 2185 -266 T-I 200 -1258
Z-C 126 -908 I-S 2676 -363
Purlins C-Y 120 -688 S-J 121 -715
In lieu of structural panels or rigid ceiling use purlins Y-D 74 -205 K-R 40 -370
to laterally brace chords as follows: X-E 353 -20 R-L 133 -570
Chord Spacing(in oc) Start(ft) End(ft) E-W 243 -1816 L-Q 34 -306
TC 24 0.00 33.17 W-F 716 -88 Q-M 1111 -110
BC 49 0.15 33.17
Apply purlins to any chords above or below fillers F-V 357 -1929 M-P 122 -754
at 24"OC unless shown otherwise above. V-G 810 129 P-N 1688 228
G-U 454 -2267 N-O 143 -845
U-H 255 -1373
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.
(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 /f*/\
TrueHouse MichaePE No 160 83G
609
PErNo. 8544 on Derek B
PE No 71457y APE No.dam K Russell
APEX
76238 Ply:1 SEQN:17721/T15/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
FG05 Wgt:224.7 lbs ... / ... 07/19/2018
4'3'9
F5'17~20"�
1I 611'14I9'11'12I 12'10"5I 15'87I 18'6' I27'7'17I 23'9'13I 26'3'8I 28'6"13I 30'9'11I 332"
115"7 2B5 211.13 2'10'9 2107 2'9"9 2'7"11 2'8'3 2'5.11 2'3'5 2'2'13 2'4'5
12 0 4X8
10.25 /6X8(") =8X8(") =4X8 T3 =Ht010(") =4X10 =4X4 =4X8 =6X8
T7 -
B C D Eill F (I) H 1--6X8 J K L M N
an
��44 a
4X8("")��`_ , `_� _ 4_ 4
.1_!�_ _„- ,W6 m
■■ 10'1"2
AA Z Y X W vg U^4X8- T S R a P O
=4X10 =8X8(") =4X8 �_ =8X12("") =6X8 ?m4X10 =4X8 =6AB
X8
1 18.4.4 A 14'9'12 i
2'6'13I 2'11'9 I 2'11'13 I 2'8"5 I 2'9'9 I 2'10'1 _I 2711 _I 2'6'11 I 2'6'3 I 2'4'5 I 2'2'5_I 2'8"73
11' 3'10'9 6'10'2 9'10' 12'6'5 15'3'15 18'2" 20'9'11 23'4'5 25'10'8 28'2'13 30'5'3 33'2'
II-'3q1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.107 K 999 480 A 1186 /162 /317 /- /24 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4/VERT(TL): 0.383 K 769 360,t 3243 /447 /857 /- /- /4.5
BCDL: 10.00 Risk Category:it Snow Duration:NA HORZ(LL): 0.019 B - - AB 1525 /140 /294 /- /- /6.5
Des Ld: 65.00 J EXP:D HORZ(TL): 0.042 B - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.747 U Min Brg Width Req= 3.5
Load Duration:1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.975 AB Min Brg Width Req= 1.5
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.976 Bearings A,U,&AB Fcperp=565psi.
C&C Dist a:3.32 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:18.01.00B.0430.21
Lumber Purlins A-B 263 -1605 H-I 1171 -250
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 576 -2 I-J 4 -5
to laterally brace chords as follows: C D 576 29998 98 J K 44 6 46 54400
0
Top chord 2x6 SP#2 Ti: 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) D-E 584 -3018 K-L 380 -4885
:T3 2x6 SP SS Dense: TC 24 0.00 33.17 E-F 660 -1282 L-M 241 -2922
Bot chord 2x6 SP SS Dense:B2 2x6 SP#2:
Webs 2x4 SP#3:W4 2x4 SP#2: BC 38 0.15 33.17 F-G 1855 -151 M-N 4 -43
:W6 2x6 SP#2: Apply purlins to any chords above or below fillers G-H 4024 -534
at 24"OC unless shown otherwise above.
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Wind Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Special Loads Wind loads based on MWFRS with additional C&C
member design. A-AA 1204 -218 U-T 472 -3558
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) AA-Z 1202 -219 T-S 520 -970
TC:From 80 plf at 0.00 to 80 plf at 25.54 Additional Notes Z-Y 3246 -496 S-R 3475 -259
TC:From 215 plf at 25.54 to 215 plf at 29.08 The overall height of this truss excluding overhang is Y-X 3018 -584 R-Q 5665 -475
TC:From 80 plf at 29.08 to 80 plf at 33.17 1-8-0. X-W 2975 -584 Q-P 4758 -366
BC:From 13 plf at 0.00 to 13 plf at 33.17W-V 1107 -785 P-O 2647 227
TC: 756 lb Conc.Load at 4.92
TC:1099 lb Conc.Load at 26.15 V-U 178 -1970
TC: 223 lb Conc.Load at 27.02
TC: 145 lb Conc.Load at 28.83 Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
All plates are 3X4 except as noted. AA-B 42 0 H-T 3216 -372
(I)-plates so marked were sized using 0% B Z 2049 -272 T-I 203 1602
Fabrication Tolerance,0 degrees Rotational Z-C 135 -837 I-S 3178 342
Tolerance,and/or zero Positioning Tolerance. C Y 104 -628 S J 170 -1429
(")6 plate(s)require special positioning.Refer to X-D 68 25 J-R 2352 -211
scaled plate plot details for special positioning X-E 426 -25 R-K 126 1217
requirements. E-W 268 -2157 K-Q 112 -918
Plate positions consider a 0.50 inch truss perimeter W F 345 33 L 542 62
edge distance. F-V 363 2133 L L-P 147 -2162
V-G 882 -132 P-M 1174 -62
G-U 460 -2417 M-O 249 -2914
U-H 268 -1986 N-O 39 -134
NOTES:
1.This drawing is not sufficient 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 /CV\
TrueHouse PE No Michael 0839Io `I FEJeffrey
No.58544son PE No. MurrayDerek B7457Adam K PE No.7769311
APEX
76238 Ply:1 SEQN:17710/T81/COMN
Custom-Roick Res. Qty: 4 FROM: DRW:
FG06 J Wgt:193.9 lbs ... / ... 07/19/2018
4'3'9
1,5"7I 2'10'1 I 6'11"14 9'11'12 12'10'5 15'8'7 18'6' 20'11'8 23'2'4 25'9' 28'0'4 30'3'8 33'2'
~7I I 2'8"5 I 2'11'13 I 2'10'9 I 2'10"1 I 2'9'9 I 2'5"8 I 2'2'12 I 2'6'12 I 2'3'4 ( 2'3'4 I 2'10'8
12
10.25 /6X8("") .8X8(") r=3X8 =4X8 =8X8("") v4X4
B C D E F G H L4X8 J K L M =5X5N
T1
�z -4X5(..)A W g3 W6 113I 10'1"2
AA Z 8 Y X W V U^ T S R O P PI
=4X10 6X8(") =3X8 J=4X8.5X7("") =4X8 =4X8 ?=3X8 AB
j 18'4'4 j 14'9'12 i
1, 3"11I 2'11.9 I 2'11'13 28'5 _I 29'9 I 210'1 I 25"8 _I_ 2'4'8 _I 2'7'4 _I 2'5" I 2'7'4 f 2'6'8
1
1'3"1 1..p1 .1.39
� 6'10'2 9'10' 12'6'5 15'3'15 18'2' 20'7'8 23' 25'7'4 28'0"4 30'7"8 332'
3'1 "9
Loading Criteria(psi) 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.145 D 999 480 A 1261 /174 /771 /- /24 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4 VERT(TL): 0.458 D 757 360 U 2224 /355 /929 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 B - d AB 790 /119 /362 /- /- /6.5
Des Ld: 65.00 J EXP:D HORZ(TL): 0.059 B - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.848 U Min Brg Width Req= 2.3
BCDL:3.0psf TPI Std: 2014 Max BC CSI: 0.970
AB Min Brg Width Req= 1.5
Load Duration:1.00 Bearings A,U,&AB Fcperp=565psi.
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.817
C&C Dist a:3.32 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:18.01.008.0430.21
Lumber Wind A-B 232 -1586 H-I 1126 -174
C
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 4996 48 -3183 I-J 219 -13
member design. C-D -3331 J K 2311 -140 66
0
Top chord 2x6 SP#2 Ti: 2x4 SP#2: D-E 503 -3339 K-L 297 -2006
Bot chord 2x4 SP#2:B1 2x4 SP SS: E-F 295 -1918 L-M 297 -2006
Webs 2x4 SP#3:W2 2x4 SP#2: Additional Notes
:W6 2x6 SP#2: The overall height of this truss excluding overhang is F-G 293 -247 M-N 208 1310
G H 2293 -468
Lumber value set"138"uses design values 1-8-0.
approved 1/30/2013 by ALSC
Maximum Bot Chord Forces Per Ply(lbs)
Special Loads Chords Tens.Comp. Chords Tens. Comp.
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) A-AA 1146 -191 U-T 410 -2043
TC:From 80 plf at 0.00 to 80 plf at 33.17 AA-Z 1158 -194 T-S 156 -1031
BC:From 13 plf at 0.00 to 13 plf at 33.17 Z-Y 3397 -453 S-R 1406 -231
TC: 756 lb Conc.Load at 4.92 Y-X 3339 -503 R-Q 1417 -233
TC: 326 lb Conc.Load at 28.83 X-W 3319 -503 Q-P 1452 -235
Plating Notes W-V 1762 -275 P-O 24 -5
V-U 84 -504
All plates are 3X4 except as noted.
(")6 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. _ -__-
Plate positions consider a 0.50 inch truss perimeter AA-B 29 -111 H-T 1410 -298
edge distance. B-Z 2276 -280 T-I 187 -819
Z-C 137 -975 I-S 1716 -328
Purlins C-Y 118 -613 S-J 154 -702
In lieu of structural panels or rigid ceiling use purlins Y-D 176 -66 R-K 38 -126
to laterally brace chords as follows: X-E 191 -3 K-Q 922 -121
Chord Spacing(in oc) Start(ft) End(ft) E-W 234 -1674 L-Q 92 -594
TC 24 0.00 33.17 W-F 748 -93 Q-M 637 -86
BC 44 0.15 33.17 F-V 339 -1762 M-P 121 -646
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. V-G 838 140 P-N 1438 228
G-U 455 -2247 N-O 149 -760
U-H 267 -1135
NOTES:
NI- 1.This drawing is not sufficient 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 if*/\
APEX
TrueHouse PE No.160 39Kozlowski PErNo 58544 on PE No 71457y PE No.Russell
L
76238 Ply:1 SEAN:17707/T80/COMN
Custom-Roick Res. Qty: 3 FROM: DRW:
FG07,✓ Wgt:226.8 lbs Page 1 of 2 ... / ... 07/19/2018
F a67 1..3_6'6'
5 7J 31• I 7'2'3 ( 10'2' I 12'11" I 15'9' I 18'6'8 I 21'4'10( 24'0'3( 26'7.9_1 29'2'141 32'1'11 I 35'0'9 I 1 5
11
'-v5"/ 2'7"12 2'11'12 2'9" 2'10" 2'9"8 2'10'1 2'7"9 27'5 27'5 2'10'13 210'13
12
10.25 7 .6X8(") 4X8 "8X8(") m 4X8 m6X8 "4X10 8X8(") .4X4 416X10(")
B C D T2 E F G H T3 I J K L T4 M N
goT 4X8(")A
I I l� w4X4(A1T) T
111 �z ^ 101'2
AC AB AA Z Y X Nh B2 V U T S R o P m
-4X8 =4X8 =8X8(••) .4X8- '=4X10=4X10 mi8X12(') '•4X10 I
AIF
r 164'4 1 151'12 1
210'12 I 210' I 2'11'4_I 2'7'4 I 210 I 29' I 28'1 I 2'9'1 I 30'5 �I 29'1 -I 30 5 1 29'5 I I-9-"I
am{�1, 4'27 70'7 9'11'12 127' 15'5' 182' 2010'2 237"3 267'9 29'4'10 32'4'15 35'2'5 .1.22.11
7 3"11 36'{
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: 15.00 Speed: 130 mph Pf:NA Ce:NAAVERT(LL): 0.125 K 999 480 A 1202 /204 /715 /- /75 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.445 K 799 360 W 2923 /458 /1613/- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 B - VO 1081 /182 /586 /- /- /6.5
Des Ld: 65.00#1 EXP:D . HORZ(TL): 0.042 B - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.756 W Min Brg Width Req= 3.1
Load Duration: 1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.984 0 Min Brg Width Req= 1.5
MWFRS Parallel Dist:>2h RepFactors Used:Yes Max Web CSI: 0.983 Bearings A,W.&0 Fcperp=565psi.
Spacing:16.0"
C&C Dist a:3.65 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 I VIEW Ver:18.01.008.0430.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber Wind A-B 277 -1640 I-J 537 -2124
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-DC 532 -3255 J-K 690 -3619
Topchord 2x4 SP#2:T2,T4 2x6 SP#2: member design.
C-D 678 -3055 K-L 690 -3619
D-E 686 -3)67 L-M 535 -2825
:T3 2x6 SP SS Dense: Additional Notes E-F 794 -1367 M-N 522 -2767
Bot chord 2x6 SP SS Dense:B2 2x6 SP#2: F-G 1991 -391 N-O 227 -1212
Webs 2x4 SP#3:W2,W5 2x4 SP#2: The overall height of this truss excluding overhang is G-H 4015 -602 0-P 92 -25
Lumber value set"13B"uses design values 1-8-0. H-I 1353 -258
approved 1/30/2013 by ALSC Top Chord overhang(s)may be field trimmed.
Special Loads Maximum Bot Chord Forces Per Ply(lbs)
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp.
TC:From 80 plf at 0.00 to 80 plf at 38.28 A-AC 1233 -207 W-V 624 -3616
BC:From 13 plf at 0.00 to 13 plf at 36.50 AC-AB 1231 -208 V-U 290 -1210
TC: 756 lb Conc.Load at 4.92 AB-AA 3401 -571 U-T 2380 -560
TC: 744 lb Conc.Load at 25.83 AA-Z 3067 -686 T-S 2859 -544
Plating Notes Z-Y 3024 -687 S-R 2825 -535
Y-X 1196 -924 R-Q 920 -173
All plates are 3X4 except as noted. X-W 370 -2110 Q O 905 -168
(")7 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.
Plate positions consider a 0.50 inch truss perimeter
edge distance. AC-B 60 0 H-V 2674 -391
B-AB 2157 -353 V-I 205 -1264
Purlins AB-C 170 -832 I-U 2670 -368
In lieu of structural panels or rigid ceiling use purlins C-AA 66 -851 U-J 176 -1153
to laterally brace chords as follows: AA-D 134 -100 J-T 1510 -212
Chord Spacing(in oc) Start(ft) End(ft) Z-E 441 -34 T-L 870 -161
TC 24 0.00 38.28 E-Y 294 -2175 K-T 117 -822
BC 38 0.15 36.35
Apply purlins to any chords above or below fillers Y-F 851 -103 L-S 76 -295
at 24"OC unless shown otherwise above. F-X 372 -2110 M-R 123 498
X-G 902 -140 R-N 2065 -381
G-W 452 -2346 N-Q 59 -180
NOTES:
lir 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
6H) 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 ,f*1\
APEX
TrueHouse Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
PE No.60839 PE No.58544 PE No.71457 PE No.77693
76238 Ply:1 SEQN:17707/T80/COMN
Custom-Roick Res. Qty: 3 FROM: DRW:
FG07 Wgt:226.8 lbs Page 2 of 2 ... / ... 07/19/2018
--- W-H 298 -1703
NOTES:
II' 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.
61'11) 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 Arneson Derek B Murray Adam K Russell
PE No.60839 PE No.58544 PE No.71457 PE No.77693
76238 Ply:2 SEQN:17739/T22/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
FG08 Wgt:462.0 lbs Page 1 of 2 ... / ... 07/19/2018
- ', 7
L15.j7 2109 7110 9'10' 12'11'5 ` 15'7'151 18'7'8 21'r15I 24r14 26'9'5 29'5'31 322'14 35'0'9 I'5.
11'5'7 2'9"9 2'8'5 3'1'5 2'8'9 2'11"9 2'6'7 2'11"15 2'7'7 2'7'15 2'9'11 2'9'11
12
10.25 7 /6X8("") =4X8 m4X5v4X10 m8X8("') m4X10 T3 =8X8("") =5X5(")
B C D ET2 F G H I J=4X8 K L MU N
mT w4X8('')��=�_` 2�I\ _� .. ._:_ �. I�. mo\ 3X4(A1) T
11 10'1.2
AC AB AA Z 82 Y X K V U T S R 0 \F' io
m4X10 mH1010("") =4X5 114X4 m6X8 m8XIi") 4X10 m8X12(") 1
r 18'4'4 -1 181'12 1
lI 26'13 I 211'9 I 210'1 1 211'13 I 27'13 I 210'9 I 28'3 I 30"15 I 29'11 I 2117 I 2'9'11 I 27'15 I L 195
310'9 610'2 9'8'4 12'8'1 153'15 18'2'8 20'10'11 23'11'10 26'9'5 298'11 32'6'6 352'5 13H1
1
Loading Criteria(psi) 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA , VERT(LL): 0.165 E 999 480 2403 '232 /401 /- /75 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA Ar VERT(TL): 0.582 E 611 31/ 4003 '514 /772 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 B - - 1043 '189 /420 /- /- /6.5
Des Ld: 65.00 4/ EXP:D _ HORZ(TL): 0.059 B - - ind reactions based on MWFRS
NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.725 W Min Brg Width Req= 2.4
BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 1.000 0 Min Brg Width Req= 1.5
Load Duration:1.00 P Bearings A,W,&0 Fcperp=565psi.
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.966
C&C Dist a:3.65 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:18.01.008.0430.21
Lumber Plating Notes A-B 154 -1642 I-J 583 -450
C
Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. C-D 296 -1112 J-K 404 -1686
C-D 483 -4988 K-L 404 -1686
Top chord 2x4 SP#2:T2 2x6 SP SS Dense: (")8 plate(s)require special positioning.Refer to D-E 489 -3883 L-M 340 -1457
:T3,T4 2x6 SP#2: scaled plate plot details for special positioning E-F 496 -3900 M-N 231 -1011
Bot chord 2x6 SP#2:B2 2x6 SP SS Dense: requirements. F-G 218 -717 N-O 125 -528
Webs 2x4 SP#3:W2 2x4 SP#2: Plate positions consider a 0.50 inch truss perimeter G-H 2100 -255 0-P 46 -12
Lumber value set"13B"uses design values edge distance. H-I 611 -394
approved 1/30/2013 by ALSC
Purlins
Nailnote Maximum Bot Chord Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows:
Top Chord:1 Row @ 5.00"o.c. Chord Spacing(in oc) Start(ft) End(ft) A-AC 1238 -115 W-V 227 -1871
Bot Chord: 1 Row @12.00"o.c. TC 24 0.00 38.28 AC-AB 1244 -116 V-U 450 -583
Webs :1 Row @ 4"o.c. BC 76 0.15 36.35 AB-AA 3577 -318 U-T 495 -555
Use equal spacing between rows and stagger nails Apply purlins to any chords above or below fillers
AA-Z 5084 -498 T-S 1497 -352
in each row to avoid splitting. at 24"OC unless shown otherwise above. Z-Y 3900 -496 S-R 1082 -249
5"o.c.spacing of nails perpendicular and parallel to Y-X 3813 -490 R-Q 380 94
grain required in area over bearings greater than 5" Additional Notes
The overall height of this truss excluding overhang is X-W 436 -317 Q O 376 93
Special Loads 1-8-0
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply(lbs)
TC:From 80 plf at 0.00 to 80 plf at 3.67 Webs Tens.Comp. Webs Tens. Comp.
TC:From 215 plf at 3.67 to 215 plf at 4.73
TC:From 395 plf at 4.73 to 395 plf at 8.27 AC-B 11 -51 H-V 1975 -278
TC:From 215 plf at 8.27 to 215 plf at 9.88 B-AB 2317 -199 V-I 84 -477
TC:From 80 plf at 9.88 to 80 plf at 38.28 AB-C 97 -1047 U-J 62 -412
BC:From 13 plf at 0.00 to 13 plf at 36.50 C-AA 1561 -183 J-T 1472 -190
TC: 144 lb Conc.Load at 3.92 AA-D 63 -410 K-T 65 -486
TC:1512 lb Conc.Load at 9.27 D-Z 84 -1437 T-L 207 -57
TC: 631 lb Conc.Load at 25.83 Z-E 63 141 L-S 52 172
Wind Y-F 755 -64 S-M 415 -101
Wind loads based on MWFRS with additional C&C X-G 1231 -X-X 231 --119 M-R 77 -337 9 R-N 702 152
member design. G-W 273 -2382 N-Q 25 -31
NOTES:
1.This drawing is not sufficient 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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fit\
APEX
TrueHouse PE No l 0839 owski PE rNo 58544 Arneson
PE N0.71457y PE N0.7 69311
76238 Ply:2 SEQN:17739/T22/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
FG08 Wgt:462.0 lbs Page 2 of 2 ... / ... 07/19/2018
W-H 158 -976
NOTES:
It 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.
(1.rli) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Florida Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE No Michael
60839
lowski PE No.58544 PE No.71457y APE No.Russell
76238 Ply:1 SEQN:17724/T82/COMN
Custom-Roick Res. Qty: 6 FROM: DRW:
FG09 J Wgt:207.9 lbs ... / ... 07/19/2018
' 187i
3's"9 I6315 ( 9'5'12I 12513I 156'7 ) 184'4I 2011" 9 238'3I 265'13I 29410I 31.111$ 350'9
3'5"9 2'10'5 31'13 301 a0"9 2913 27"5 28'9 299 210'13
77'5 I 379
a4X10(") =4X5 m 5X5(") =4X8 =6X8(") =4X4 •4X4 ti6X8(") 12
t:ttiB C F TG =4X81 J K T3 L M N 10.25 T
2:,� D D E E 2 H N;4X4(A1T)
AB AA Z V X W 15V U T S q�dX4 Q P O m 10.1'2
113X8 =4X10 '•4X5 '18X8(") '`6X10 '•4X8 8X8(") Boa =3X8 1
1 18'4'4 1 18112 A
3'0'9 (_ 3'1"9 I 3'1'13 I 2'10.5 I 3'0' 1 I 3'1'13 )_ 2'11'5 I 2'8'9 ) 275 2'10'13 I 2'9'9 I 2'6'13 F 1'9'5{
3'0'9 6'2'3 9.4 '12'2 5 15'2'7 18'4 4 21'3"10 24'0'3 26'7'9 29'6'6 32'3'15 34'10'1 1.7,
36'6'
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 S 999 480 AB 928 /150 /435 /- /64 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA AtVERT(TL): 0.393 S 890 364 V 2641 /407 /1336/- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 A - N 1067 /185 /573 /- /- /6.5
Des Ld: 65.004, EXP:D HORZ(TL): 0.045 A - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 AB Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.783 V Min Brg Width Req= 2.7
BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.972 N Min Brg Width Req= 1.5
Load Duration:1.00 P Bearings AB,V,&N Fcperp=565psi.
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.943
C&C Dist a:3.65 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:18.01.008.0430.21
Lumber Wind A-B 340 -1878 H-I 1016 -313
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-C 502 -2385 I-J 537 -3
member design. C D 509 2315 J K 6311 -311 2
72
Top chord 2x4 SP#2:T2 2x4 SP SS: D-E 608 -1275 K-L 624 -3149
:T3 2x4 SP#1: Camber E-F 1375 -303 L-M 430 -2140
Bot chord 2x6 SP#2:B3 2x6 SP SS Dense: F-G 3234 -543 M-N 252 -1241
Webs 2x4 SP#3:W1 2x6 SP#2: Max JT VERT DEFL:LL:0.11"DL:0.30".See detail G-H 3234 -543 N-O 92 -24
Lumber value set"138"uses design values DEFLCAMB1014 for camber recommendations.
approved 1/30/2013 by ALSO Provide for adequate drainage of roof.
Maximum Bot Chord Forces Per Ply(lbs)
Special Loads Additional Notes Chords Tens.Comp. Chords Tens. Comp.
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is AB-AA 114 -60 U-T 2074 -524
TC:From 80 plf at 0.00 to 80 plf at 38.28 1-8-0. AA-Z 2035 -309 T-S 3196 -635
BC:From 13 plf at 0.00 to 13 plf at 36.50 Top Chord overhang(s)may be field trimmed. Z-Y 2315 -509 S-R 3172 -631
TC: 325 lb Conc.Load at 3.92 Y-X 2293 -514 R-Q 2288 -461
TC: 631 lb Conc.Load at 25.83 X-W 1172 -582 Q P 922 -185
Plating Notes W-V 290 -1465 P-N 916 -185
V-U 290 -1144
All plates are 3X4 except as noted.
(")6 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning
requirements. Webs Tens.Comp. Webs Tens. Comp.
Plate positions consider a 0.50 inch truss perimeter A-AB 187 -866 V-H 43) -2637
edge distance. A-AA 1979 -352 H-U 1072 -130
AA-B 152 -713 U-I 336 -2378
Purlins B-Z 281 -501 I-T 722 -86
In lieu of structural panels or rigid ceiling use purlins Z-C 74 -235 T-J 229 -1313
to laterally brace chords as follows: Y-D 285 -4 J-S 91 -338
Chord Spacing(in oc) Start(ft) End(ft) D-X 221 -1389 K-R 63 -210
TC 24 0.00 38.28 X-E 551 -79 R-L 1001 -184
BC 64 0.00 36.35 E-W 361 -1738 L-Q 145 -691
Apply purlins to any chords above or below fillers W-F 720 -129 Q M 1372 -269
at 24"OC unless shown otherwise above.
F-V 482 -2183 P-M 69 -15
G-V 91 -319
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.
(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
TrueHouse PEi No.l 0 391owskiPErey 58544son DerNo.71457y APE No.7 69311
76238 Ply:1 SEQN:17727/T43/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
FG10 it Wgt:205.1 lbs ... / ... 07/19/2018
36'6'
35'9 6'3"15 9'5'12 12'5'13 15'6'7 18'4'4 2011"10 239'3 26'5"13 29'4'10 31'11'15 35'0'9
3'5'9 I 2'10'5 ) 3'1'13 I 3'0'1 I 3'0"9 I 2'9"13 ( 2'7"5 I 2'8'9 ) 2'9"9 I 2'10'13 I 2'7'5 I 3'0'9
12
4X10(") ?`4X5 ?•5X5(") wi 4X8 =6X8(") ?`4X4 w 4X4 416X8(")" 10.25
AW1 B C (JDA\ E F T2 G H w4X81 J K T3 L M
mT U / N=4X4(A1)
1 W Ns r 10'1'2
AA, Z V X W V Jr T S R =4X4 P O
II3X8 ,4X10 -4X5 w8X8(") -6X10 a4X8 w8X8(") B3 -3X8
It
1 18'4'4 -1. 18x12 1
I
3'0'9 I 3'1'9 I 3'1'13 I 2'10'5 I 3'0'1 I 3'1'13 I 2'11'5 I 2'8'9 I 2'7'5 I 2'10'13 I 2'9'9 I 2'6'13
1
3'0'9 6'2'3 9'4' 12'2'5 15'2'7 18'4'4 21'3'10 24'0'3 26'7'9 29'6"6 32'3'15 34'10'13
36'6"
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 R 999 480 AA 927 /147 /433 /- /24 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA JVERT(TL): 0.393 R 890 360 U 2641 /407 /1336/- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 A - it N 917 /137 /462 /- /- /6.5
Des Ld: 65.00/ EXP:D HORZ(TL): 0.045 A - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 AA Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.783 U Min Brg Width Req= 2.7
BCDL:3.0 sf TPI Std: 2014 Max BC CSI: 0.972 N Min Brg Width Req= 1.5
Load Duration:1.00 P Bearings AA,U,&N Fcperp=565psi.
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.942
C&C Dist a:3.65 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: 18.01.008.0430.21
Lumber Wind A-B 335 -1878 H-I 1013 -190
B-C 456 -2287 I-J 247 -2218
Value Set: 13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-D 463 -2314 J-K 437 -3172
Top chord 2x4 SP#2:T2 2x4 SP SS: member design. D-E 600 -1273 K-L 430 -3149
:T3 2x4 SP#1: Camber E-F 1375 -145 L-M 406 -2140
Bot chord 2x6 SP#2:B3 2x6 SP SS Dense: F-G 3234 -574 M-N 246 -1241
Webs 2x4 SP#3:W1 2x6 SP#2: Max JT VERT DEFL:LL:0.11"DL:0.30".See detail G-H 3234 -574
Lumber value set"13B"uses design values DEFLCAMB1014 for camber recommendations.
approved 1/30/2013 by ALSC Provide for adequate drainage of roof.
Maximum Bot Chord Forces Per Ply(lbs)
Special Loads Additional Notes Chords Tens.Comp. Chords Tens. Comp.
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is AA-Z 45 -13 T-S 2074 -228
TC:From 80 plf at 0.00 to 80 plf at 36.50 1-8-0. Z-Y 2035 -326 S-R 3196 -391
BC:From 13 plf at 0.00 to 13 plf at 36.50 Y-X 2314 -422 R-Q 3172 -395
TC: 325 lb Conc.Load at 3.92 X-W 2291 -422 Q-P 2288 -386
TC: 631 lb Conc.Load at 25.83 W-V 1169 -597 P-O 922 -161
Plating Notes V-U 179 -1465 O-N 916 -162
All plates are 3X4 except as noted. U-T 220 -1142
(")6 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning
requirements. Webs Tens.Comp. Webs Tens. Comp.
Plate positions consider a 0.50 inch truss perimeter A-AA 185 -866 U-H 451 -2637
edge distance. A-Z 1979 -347 H-T 1072 -140
Z-B 149 -713 T-I 358 -2378
Purlins B-Y 280 -498 I-S 722 -98
In lieu of structural panels or rigid ceiling use purlins Y-C 73 -235 S-J 265 -1313
to laterally brace chords as follows: X-D 285 -6 J-R 93 -352
Chord Spacing(in oc) Start(ft) End(ft) D-W 229 -1389 K-Q 61 -208
TC 24 0.00 36.50 W-E 551 -81 Q-L 972 -67
BC 64 0.00 36.35 E-V 366 -1738 L-P 100 -674
Apply purlins to any chords above or below fillers V-F 720 -130 P-M 1340 -222
at 24"OC unless shown otherwise above. F-U 485 -2183 O M 69 0
G-U 92 -319
NOTES:
It I.This drawing is not sufficient 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 "V\
APEX
TrueHouse PE No l 08391owskirey P No 58544 Arneson
PEPE No 71457y APE No.7 69311
,
76238 Ply: 1 SEAN:17730/T83/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
FG11 J Wgt:205.1 lbs ... / ... 07/19/2018
36'6"
3'5'9 6'3'15 9'5'12 12'5'13 15'6'7 18'4'4 20'11"10 23'8'3 26513 29'4"10 31'11"15 35'0"9
I 3'5'9
If` 3'1'13 I 3'0'1 I 3'0"9 111111 275 I 3'0'9 I
12
4X10(") .4X5 .5X5(") a4X8 O =6X8(") .4X4 .4X4 6X8("). 10.25
1 AWS B C D E (J H -.4X81KK T'C3 L M
m N=4X4(A1)
_ 10'1'2
AA,XB •4 Z Y X w V 6X10 T S R '4X4 P 0
' X10 .4X5 "8X8(") ?•4X8 =8X8(") B33X8
At
A 18'4.4 A 18'1.12 A
3'0'9 3'1'9 3'113 2'10'5 3'0'1 31'13 2'11'5 2'8'9 27'5 21013 2'9'9 2613
II-1 ` 6'2'3 I 9'4' III 18'4'4 I 21'3"10 I 24'0'3 I 26'7'9 I 29'6'6 I 32'3'15 I 34'10'131 1 73
r 36'6..1
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 R 999 480 AA 927 /147 /433 /- /24 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4,0PVERT(TL): 0.394 R 889 360U 2642 /407 /1337/- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 A - W N 915 /137 /462 /- /- /-
Des Ld: 65.00 J EXP:D HORZ(TL): 0.045 A - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 AA Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.783 U Min Brg Width Req= 2.7
Load Duration:1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.974 N Min Brg Width Req= -
Spacing:16.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.942 Bearings AA&U Fcperp=565psi.
C&C Dist a:3.65 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:18.01.008.0430.21
Lumber Hangers/Ties A-B 335 -1877 H-I 1013 -190
(Effective 6/1/2013) B-C 455 -2287 1-J 247 -2220
Value Set:13B
(J)Hanger Support Required,by others C-D 463 -2313 J-K 438 -3179
Top chord 2x4 SP#2:T2 2x4 SP SS: Wind D-E 600 -1272 K-L 432 -3156
:T3 2x4 SP#1: E-F 1377 -146 L-M 408 -2151
Bot chord 2x6 SP#2:B3 2x6 SP SS Dense: Wind loads based on MWFRS with additional C&C F-G 3236 -575 M-N 248 -1256
Webs 2x4 SP#3:W1 2x6 SP#2: member design.
G-H 3236 -575
Lumber value set"13B"uses design values Camber
approved 1/30/2013 by ALSC
Max JT VERT DEFL:LL:0.11"DL:0.30".See detail Maximum Bot Chord Forces Per Ply(lbs)
Special Loads DEFLCAMB1014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp.
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Provide for adequate drainage of roof. AA-Z 45 -13 T-S 2076 -228
TC:From 80 pIf at 0.00 to 80 plf at 36.50 Additional Notes Z-Y 2034 -326 S-R 3202 -393
BC:From 13 pIf at 0.00 to 13 pIf at 36.50 Y-X 2313 -421 R-Q 3179 -396
TC: 325 lb Conc.Load at 3.92 The overall height of this truss excluding overhang is X-W 2291 -422 Q-P 2298 -387
TC: 631 lb Conc.Load at 25.83 1-8-0. W-V 1169 -597 P-O 937 164
Plating Notes V-U 179 -1468 O-N 929 -165
U-T 220 -1142
All plates are 3X4 except as noted.
(")6 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.
Plate positions consider a 0.50 inch truss perimeter A-AA 185 -866 U-H 451 -2640
edge distance. A-Z 1978 -347 H-T 1073 -140
Z-B 149 -713 T-1 358 -2381
Purlins B-Y 279 -498 I-S 723 -98
In lieu of structural panels or rigid ceiling use purlins Y-C 73 -235 S-J 265 -1317
to laterally brace chords as follows: X-D 285 -6 J-R 93 -352
Chord Spacing(in oc) Start(ft) End(ft) D-W 229 -1390 K-Q 61 -208
TC 24 0.00 36.50 W-E 551 -81 Q-L 968 -67
BC 64 0.00 36.38 E-V 366 -1738 L-P 100 -672
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. V-F 720 -130 P-M 1335 222
F-U 485 -2183 O-M 73 0
G-U 92 -319
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''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 /f*/\
APEX
TrueHouse PE No.08391owskiJeffrey
No 58544son
PEPE Na Murray71457 PE No.7769311
76238 Ply:2 SEQN:17746/T17/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
FG12 J Wgt:464.8 lbs ... / ... 07/19/2018
1.,•31.)
71,5.7
28 6 692 9'5"8 12'613 15'5"7 184"4 21'0'3 23'9"6 269'5 29'5"3 32'2'14 35'0"9 15
I I I ) I I ( I I I I (' 57 276 286 315 21010 21013 2715 293 21115 27"15 2911 2911
12
10.25 V /6X8("") =4X8 m4X8O =4X10 =8X8(") v4X4 v 4X80 m8X8('") 5X5('")
B C D E T2 F G H I J 3 K L M 0 N
mT ,.4X8(")A R/��l/ _3X4(A1)
11 �2 I 'C7 YS 10'1"2
AB AA ZY X W �6X12,V U T S 83 R C P
=4X10 =H1010(-) i.4X8 =6X8 .� 48X8(",)
1 18'4"4 1 18'1"12 i
4" L 2'4.10� 2'9°6 � 2714 � 21113 � 3'0.5 ( 3'2"9 ) 2'11"7 I 2'7.15 ) 2'11'7 I 2'9"11 ( 2'9.11 � 27'15 �
' 1, 3'8"5 6'5"10 9'1'8 12'1'5 15'1"11 18'4'4 21'3"11 23'11"10 26'11"1 29'8'11 32'6'6 35'2'5 1LL3�1JJ1
1 s
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA 1VERT(LL): 0.143 Y 999 480 A 2520 159 /280 /- /29 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.518 Y 686 360 V 4618 505 /803 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 B - J 0 764 '128 /289 /- /- /-
Des Ld: 65.00If EXP:D HORZ(TL): 0.054 B - - Wind reac ions based on MWFRS
NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.777 V Min Brg Width Req= 2.4
Load Duration:1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.984 0 Min Brg Width Req= -
MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.849 Bearings A&V Fcperp=565psi.
Spacing:16.0"
C&C Dist a:3.65 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:18.01.00B.0430.21
Lumber Plating Notes A-B 121 -1721 H-I 3244 304
B-C 204 -3373 I-J 2079 -115
Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. C-D 271 -5026 J-K 809 -799
Top chord 2x4 SP#2:T2,T4 2x6 SP#2: (")7 plate(s)require special positioning.Refer to D-E 329 -5256 K-L 797 -795
:T3 2x6 SP SS Dense: scaled plate plot details for special positioning E-F 189 -3372 L-M 252 -1185
Bot chord 2x6 SP SS Dense:B3 2x6 SP#2: requirements. F-G 539 -167 M-N 206 -865
Webs 2x4 SP#3:W2 2x4 SP#2: Plate positions consider a 0.50 inch truss perimeter G-H 3244 -304 N-O 122 -504
Lumber value set"13B"uses design values edge distance.
approved 1/30/2013 by ALSO
Purlins Maximum Bot Chord Forces Per Ply(lbs)
Nailnote Chords Tens.Comp. Chords Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: A-AB 1300 -80 V-U 134 -2189
Top Chord:1 Row @ 4.25"o.c. Chord Spacing(in oc) Start(ft) End(ft) AB-AA 1305 -81 U-T 769 -836
Bot Chord:1 Row @12.00"o.c. TC 24 0.00 36.50 AA-Z 3615 -199 T-S 799 -809
Webs :1 Row @ 4"o.c. BC 99 0.15 36.38 Z-Y 5191 -281 S-R 1189 -233
Use equal spacing between rows and stagger nails Apply purlins to any chords above or below fillers Y-X 5284 -339 R-Q 922 -200
in each row to avoid splitting. at 24"OC unless shown otherwise above. X-W 2820 -174 Q P 376 -82
4"o.c.spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 4" Wind W-V 90 -699 P-O 376 -81
Special Loads Wind loads based on MWFRS with additional C&C
member design. Maximum Web Forces Per Ply(lbs)
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp.
TC:From 80 plf at 0.00 to 80 plf at 3.67 Additional Notes AB-B 9 -43 H-V 65 -375
TC:From 215 plf at 3.67 to 215 plf at 4.73 The overall height of this truss excluding overhang is
TC:From 446 plf at 4.73 to 446 plf at 8.27 1-8-0. BAA L3dU -116 V-I 211 -1325
TC:From 215 plf at 8.27 to 215 plf at 9.88 AA-C 64 -1117 I-U 742 -82
IC:From 80 plf at 9.88 to 80 plf at 36.50 C-Z 1563 -89 U-J 252 -2110
BC:From 13 plf at 0.00 to 13 plf at 36.50 Z-D 43 -703 J-T 305 -27
TC: 144 lb Conc.Load at 3.92 D-Y 73 -142 K-S 104 -29
TC: 1840 lb Conc.Load at 9.27 Y-E 41 -118 S-L 111 -726
TC: 631 lb Conc.Load at 25.83 E-X 164 -2501 L-R 166 16
Hangers/Ties X-F 1107 -65 R-M 292 -142
(J)Hanger Support Required,by others F-W 241 -2989 M-Q 62 -244
W-G 1166 -83 Q-N 543 -116
G-V 258 -2939 N-P 12 -1
NOTES:
1.This drawing is not sufficient 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 if"\
APEX
TrueHouse PE No Michael
0839lowski
Jeffrey
5Arneson
58544PE No Murray1457APE No.7769 Russell
76238 Ply:2 SEQN: 17677/T7/MONO '
Custom-Roick Res. Qty: 1 FROM: DRW:
FG131 Wgt:134.4 lbs ... / ... 07/19/2018
2'10"3 5'11"2 9'0"1 11'10"4
2'10"3 I 3'0"15 I 3'0"15 I 2'10"3
A =6X18(") =41O =6X10(") E
1113X4 1113X4
-r 0W1
oz, �_ -.---::------'-------- ---'2 .11 I -/.." ___,,)0.0 1012
j 8X8(1) -4X5 1113X4 . 5
=8X8(1) F O
A 11'10"4 i
3'3"3I 2'7"15 I 2'7"15 I 3'3"3
3'3"3 5'1 1"2 8'7"1 11'10"4
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.109 H 999 4801 J 5005 762 /558 /- /- /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4/VERT(TL): 0.300 H 695 360 F 4864 /736 /558 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 F - 4/- Wind reactions based on MWFRS
Des Ld: 65.00 At EXP:D HORZ(TL): 0.044 F - - J Min Brg Width Req= -
NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= -
Soffit: 0.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.866
Load Duration:1.00 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.628 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.866 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 17 -112 C-D 671 -4420
GCpi:0.18 Plate Type(s): B-C 677 -4455 D-E 17 -110
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21
Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#1 to laterally brace chords as follows: J-I 4258 -649 H-G 5700 -868
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I-H 5700 -868 G-F 4226 -643
Webs 2x4 SP#3:W1 2x6 SP#2: TC 24 0.00 11.85
:W2 2x4 SP#2: BC 120 0.00 11.85
Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values at 24' OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached
spans at 24"oc in lieu of structural sheathing. A-J 67 -419 C G 219 -1423
Nailnote J•B 689 -4521 G-D 881 -126
Nail Schedule:0.131"x3",min.nails Hangers/Ties B-I 895 -129 D-F 683 -4488
Top Chord:1 Row @ 4.25"o.c. (J)Hanger Support Required,by others I-C 212 -1384 E-F 67 -419
Bot Chord:1 Row 8.75"o.c. C-H 352 -49
Webs : 1 Row CO 4"o.c.
Use equal spacing between rows and stagger nails Wind
in each row to avoid splitting. Wind loads based on MWFRS with additional C&C
member design.
Special Loads
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Additional Notes
TC:From 602 plf at 0.00 to 602 plf at 11.85 Truss must be installed as shown with top chord up.
BC:From 245 plf at 0.00 to 245 plf at 9.85 The overall height of this truss excluding overhang is
BC:From 25 plf at 9.85 to 25 plf at 11.85 1-8-0.
BC: 270 lb Conc.Load at 10.85
Plating Notes
(I)-plates so marked were sized using 0%
Fabrication Tolerance,0 degrees Rotational
Tolerance,and/or zero Positioning Tolerance.
(")2 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
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.
61'1M 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 fi /\
TrueHouse 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
76238 Ply:4 SEQN:17754/T52/MONO
Custom-Roick Res. Qty: 1 FROM: DRW:
FG14 J Wgt:632.8 lbs ... / ... 07/19/2018
L. 27"9 I 5'3"10 I T11"3 I 10'6"4 I 13'4"12 I 151113 I 18'7"6 I 21'3"7 I 2311" 'i
2'7"9 2'8"1 2'7"9 2'7"1 2'10"9 2'7"1 2'7"9 2'8"1 2'7"9
=4X10 =4X8 =8X8(") =4X5 =4X8
A B C D E F G
H 1=4X10 J
T v �� / ��' \� � w1
I _ X 8'r2
T lal S R Q P 0 N M L 126-KU
4X10('") =4X8 =H1010("") H1010("") =4X8 =4X10("")
(I) (I)
r 2311" 1
31"1 I 2'6"9 I 271 I 2'5"5 I 2'7"1 I 2'5"5 I 2'7"1 { 2 6"9 I 3 1 1
3'1"1 5'7"10 8'2"11 10'8" 13'3" 15'8"5 18'3"6 20'9"15 2311"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg, •n PSF) DefUCSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA C • e ection in lot Udefl U# L.. R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.315 P 910 i;# T 6151 /- /- /- /- /6.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.955 P 452 •1 U 6151 /- /- /- /- /6.0
BCDL: 10.00 Category:NA Snow Duration:NA nunctt-y. u.uau r - _rg Width Req= 1.8
Des Ld: 65.00 J EXP:NA HORZ(TL): 0.101 K - - U Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings T&U Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.517
Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.677 Maximum Top Chord Forces Per Ply(lbs)
Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.818 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -52 F-G 0 -6536
I:NA GCpi:NA Plate Type(s): , B-C 0 -3153 G-H 0 -5224
Wind Duration:NA WAVE,HS VIEW Ver:18.01.00B.0430.21 C-D 0 -5224 H-I 0 -3153
Lumber Plating Notes D-E 0 -6541 I-J 0 52
E-F 0 -7183
Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted.
Top chord 2x6 SP SS Dense (I)-plates so marked were sized using 0% Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense Fabrication Tolerance,0 degrees Rotational Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W1 2x6 SP#2: Tolerance,and/or zero Positioning Tolerance.
Lumber value set"13B"uses design values ("')5 plate(s)require special positioning.Refer to T-S 2923 0 0-N 7183 0
approved 1/30/2013 by ALSC scaled plate plot details for special positioning S-R 5060 0 N-M 6455 0
requirements. R-0 6461 0 M-L 5061 0
Nailnote Plate positions consider a 0.50 inch truss perimeter Q-P 7183 0 L-K 2923 0
Nail Schedule:0.131"x3",min.nails edge distance. P-O 7183 0
Top Chord:1 Row @ 3.50"o.c.
Bot Chord:1 Row @12.00"o.c. Purlins Maximum Web Forces Per Ply(lbs)
Webs :1 Row @ 4"o.c. In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
Repeat nailing as each layer is applied.Use equal to laterally brace chords as follows:
spacing between rows and stagger nails in each row Chord Spacing(in oc) Start(ft) End(ft) A-T 0 -212 O-F 16 0
to avoid splitting. TC 24 0.00 23.92 T-B 0 -3135 F-N 0 -731
In addition apply(1)1/2"bolt or 0.22"-0.25"min/max dia.X 6.0" BC 120 0.00 23.92 B-S 980 0 N-G 346 0
length wood screw at each joint location. Apply purlins to any chords above or below fillers S-C 0 -2154 G-M 0 -1391
4"o.c.spacing of nails perpendicular and parallel to at 24"OC unless shown otherwise above.
grain required in area over bearings greater than 4" C-R 698 0 M-H 694 0
The TC of this truss shall be braced with attached R-D 0 -1398 H-L 0 -2156
Special Loads spans at 24"oc in lieu of structural sheathing. D-Q 342 0 L-I 981 0
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Q-E 0 -725 I-K 0 -3135
TC:From 500 plf at 0.00 to 500 plf at 7.77 E-P 16 0 J-K 0 -212
TC:From 502 plf at 7.77 to 502 plf at 16.15
TC:From 500 plf at 16.15 to 500 plf at 23.92
BC:From 13 plf at 0.00 to 13 plf at 23.92
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
NOTES:
NII- 1.This drawing is not sufficient 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 /f*/\
APEX
TrueHouse PE No l 0838lowski Jeffrey
No 58544son
PEPE Na Murray71457FE No.Russell
69311
76238 Ply:4 SEAN: 17760/T51/MONO '
Custom-Roick Res. Qty: 1 FROM: DRW:
FG15 J Wgt:610.4 lbs ... / ... 07/19/2018
, 2'10"10 I 5'9"12 I 8'2"14 I 1077 I 13'3"9 I 15'8"2 I 18'1"4 I 21'0"6 I 23'11" '�
2'10"10 2'11"2 2'5"2 2'4"10 2'8"2 2'4"10 2'5"2 2'11"2 2'10"10
=4X10 =4X8 =5X5(") 10
A B C D E F G H 4X8 1=4X10 J
....---T
'.. w 7:,.,.,_,---...:,,,b,:f ---- ....„.____t...,----..z.,-...,;,_____>_- ___..g w i
1 - _ 08'12
TIll S R 0 P 0 N M L IlikKU
4X10(") =4x8 sH 010(••) -H1010(") =4X8 -4X10(••)
(I)
1 2311" .i
34"2 � 2'9"10 � 2,4"10 2'2°14 2'4"10 � 2'2"14 � 2'4"10 � 2'9"10 I 3'4"2
34"2 6'1"12 8'6"6 10'9"3 13'1"13 15'4"10 17'9"4 20'6"14 23'11"
Loading Criteria(psf) Wind Criteria Snow Criteria( fin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA T. A PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.315 P 909 480 T 6052 / /- /- /- /6.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.929 P 461 360 U 6052 / /- /- /- /6.0
BCDL: 10.00 Category:NA Snow Duration:NA HUHL(LL): O.Ob1 A - - I Min Brg Width Req= 1.8
Des Ld: 65.00 EXP:NA HORZ(TL): 0.101 A - - U Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings T&U Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.921
Load Duration: 1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.554 Maximum Top Chord Forces Per Ply(lbs)
Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.879 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -65 F-G 0 -5297
I:NA GCpi:NA Plate Type(s): B-C 0 -3176 G-H 0 -5035
Wind Duration:NA WAVE,HS VIEW Ver:18.01.00B.0430.21 C-D 0 -5017 H-I 0 -3187
Lumber Plating Notes D-E 0 -5303 I-J 0 62
Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. E-F 0 5394
Top chord 2x4 SP#2:T2 2x4 SP SS: (I)-plates so marked were sized using 0% Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense Fabrication Tolerance,0 degrees Rotational Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W1 2x6 SP#2: Tolerance,and/or zero Positioning Tolerance.
Lumber value set"13B"uses design values (")5 plate(s)require special positioning.Refer to T-S 2977 0 0-N 5392 0
approved 1/30/2013 by ALSC scaled plate plot details for special positioning S-R 4989 0 N-M 5280 0
requirements. R-0 5284 0 M-L 5007 0
Nailnote Plate positions consider a 0.50 inch truss perimeter Q-P 5392 0 L-K 2987 0
Nail Schedule:0.131"x3",min.nails edge distance. P-O 5394 0
Top Chord:1 Row @ 2.00"o.c.
Bot Chord:1 Row @12.00"o.c. Purlins Maximum Web Forces Per Plylbs
Webs 1 Row 4"o.c. (lbs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
Repeat nailing as each layer is applied.Use equal to laterally brace chords as follows:
spacing between rows and stagger nails in each row Chord Spacing(in oc) Start(ft) End(ft) A-T 0 -187 0-F 23 0
to avoid splitting. TC 24 0.00 23.92 T-B 0 -3169 F-N 0 -112
In addition,apply(1)0.22"-0.25"min/max dia.X 6.0" BC 120 0.00 23.92 B-S 902 0 N-G 77 0
length wood screw at each joint location. Apply purlins to any chords above or below fillers
2"o.c.spacing of nails perpendicular and parallel to S C 0 -2033 G M 0 288
grain required in area over bearings greater than 2" at 24"OC unless shown otherwise above. C-R 124 0 M-H 128 0
The TC of this truss shall be braced with attached R-D 0 -315 H-L 0 -2040
Special Loads spans at 24"oc in lieu of structural sheathing. D-Q 87 0 L-I 907 0
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Additional Notes Q-E 0 -104 I-K 0 -3183
TC:From 500 plf at 0.00 to 500 plf at 5.00 E-P 25 0 J-K 0 -188
TC:From 138 plf at 5.00 to 138 plf at 6.00 Truss must be installed as shown with top chord up.
TC:From 73 plf at 6.00 to 73 plf at 17.92 The overall height of this truss excluding overhang is
TC:From 138 plf at 17.92 to 138 plf at 18.92 1-8-0.
TC:From 500 plf at 18.92 to 500 plf at 23.92
BC:From 13 plf at 0.00 to 13 plf at 23.92
TC:2816 lb Conc.Load at 6.00,17.92
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
1'rueHouse PE No l 08391owski Jrey P No 8Arneson
PE PE No. MurrayDerek B1457Adam K PE No.77Russell
APEX
76238 Ply:2 SEQN:17655/T78/FLAT •
Custom-Roick Res. Ory: 1 FROM: DRW:
FG16 4 Wgt:184.8 lbs / ... 07/19/2018
3'2"14I 6'6"13 _I 10'0"11 I 13'3"2 + 16'7"8H H
3'2"1 4 3'3"1 4 3'5"14 3'2"6 3'4"6
1113X4 =4X10 =4X5 =4X5 =6X8(") III 3X4
A B C D E T2 F
T 111_‘2,v) _,. - n n ❑ W,
co
I ❑ 8'1„2
L K J B2 I H G O
6X8(") =6X10(") 1113X4 1113X4 =4X5 M
4X10(")
I- 1678 1
3'7"14I 3'0"10 I 3'2"6 3'0"10 I 3'7"14
H3'7"14 6'8"9 9'10"15 12'11"10 16'7"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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NAVERT(LL): 0.130 J 999 480 L 3076 - /- /- /- /6.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA V VERT(TL): 0.546 J 627 360 M 3076 /- /- /- /6.5
BCDL: 10.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 G - - L ivioi o Width Req= 1.8
Des Ld: 65.004 EXP:NA HORZ(TL): 0.083 G - - M Min Brg Width Req= 1.8
NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings L&M Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.697
Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.709 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.977 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -76 D-E 0 -3185
I:NA GCpi:NA Plate Type(s): B-C 0 -3184 E-F 0 -81
Wind Duration:NA WAVE VIEW Ver: 18.01.008.0430.21 C-D 0 -4487
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP SS:T2 2x4 SP#2: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1 :B2 2x4 SP SS: Chord Spacing(in oc) Start(ft) End(ft) L-K 3052 0 I-H 4483 0
Webs 2x4 SP#3:W1 2x6 SP#2: TC 24 0.00 16.62 K-J 4483 0 H-G 3053 0
BC 120 0.00 16.62
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers J-I 4487 0
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above.
Nailnote The TC of this truss shall be braced with attached Maximum Web Forces Per Ply(lbs)
spans at 24"oc in lieu of structural sheathing. Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @ 7.25"o.c. A-L 0 -282 I-D 133 -69
Bot Chord:1 Row @12.00"o.c. L-B 0 -3215 D-H 0 -1542
Webs :1 Row @ 4"o.c. B-K 654 0 H-E 649 0
Use equal spacing between rows and stagger nails K-C 0 -1546 E-G 0 -3210
in each row to avoid splitting. C-J 130 -71 F-G 0 -283
Special Loads
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC:From 350 plf at 0.00 to 350 plf at 16.62
BC:From 20 plf at 0.00 to 20 plf at 16.62
Plating Notes
(")4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Additional Notes
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
NOTES:
I.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(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
TrueHouse MichaePE No.160839 KozlowskiJeffrey
No 58544 Arneson Adam K
PEPE No.71457y APE No 7 69311
76238 Ply:1 SEAN:17599/T77/SY42
Custom- oick Res. Qty: 1 FROM: DRW:
FGE01 Wgt:47.6 lbs ... / ... 07/19/2018
H 1'2"8 1'4" -H
(TYP)
A B C D E F G
3a p j - - - - - H
bo
I - - - - - — ict) 8'1"2
C I
1113X3 N M L K J 1113X3
I" 7'10" -I
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 G 999 480 i" 84 /_ /_ /_ /_ /94.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA JVERT(TL): 0.000 G 999 36t l Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 G - - Bearing 0 Fcperp=565psi.
Des Ld: 65.00 J EXP:NA HORZ(TL): 0.000 G - -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.114 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.028 A-B 0 0 D-E 0 0
Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.023 B-C 0 0 E-F 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 F-G 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:18.01.0OB.0430.21 Maximum Bot Chord Forces Per Ply(lbs)
Lumber End Vertical Attachment Chords Tens.Comp. Chords Tens. Comp.
Value Set: 13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical O-N 0 0 L-K 0 0
Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or N-M 0 0 K-J 0 0
Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire M-L 0 0 J-I 0 0
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"138"uses design values narrow face. Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
Bracing Truss must be installed as shown with top chord up. P-O 0 8 G I 0 -29
Sheathing is required for any longitudinal(drag) A-0 0 -35 I-H 0 -7
forces.All connections to be designed by the building The overall height of this truss excluding overhang is
designer. 1-8-0. Maximum Gable Forces Per Ply(lbs)
Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp.
Plating Notes B-N 0 -98 E-K 0 -100
All plates are 1.5X3 except as noted. C M 0 98 F-J 0 91
D-L 0 -97
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 0.25 7.58
BC 88 0.25 7.58
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
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
APEX
TrueHouse PE No I608391owski Jeffrey
58544 on
PE PE No. Murray1457APE No.7769311
76238 Ply:1 SEQN:17600/T32/SY42
Custom-Roick Res. Qty: 1 FROM: DRW:
FGE02 41 Wgt:56.0 lbs ... / ... 07/19/2018
1'2"8 --I-- 1'4" H
(TYP)
A B C D E F G H
T e H11 - - L - - L LL i
co
T
— r — — r F- 81„2
Q ,.
-143-
1113X��//I�( " M �" K 1113X3
I" 9'2"4 1
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA JVERT(LL): 0.000 H 999 480��a11• 85 I- /- /- /- /110
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 H 999 36(!/J Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 H - - Bearing Q Fcperp=565psi.
Des Ld: 65.00 J EXP:NA HORZ(TL): 0.000 H - -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.114 Chords Tens.Comp. Chords Tens. Comp.
Load Duration: 1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.028 A-B 0 0 E-F 0 0
Spacing:16.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.023 B-C 0 0 F-G 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0
Wind Duration:NA WAVE VIEW Ver:18.01.00B.0430.21
Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs)
Value Set: 13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Q-P 0 0 M-L 0 0
Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire p-Q 0 0 L-K 0 0
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Q_N 0 0 K-J 0 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. N-M 0 0
approved 1/30/2013 by ALSC
Additional Notes Maximum Web Forces Per Ply(lbs)
Bracing Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp.
Sheathing is required for any longitudinal(drag) The overall height of this truss excludingoverhangis
forces.All connections to be designed by the building g R-Q 0 -8 H-J 0 -30
designer. 1-8-0. A-Q 0 -35 J-I 0 -7
Fasten rated sheathing to one face of this frame.
Maximum Gable Forces Per Ply(lbs)
Plating Notes Gables Tens.Comp. Gables Tens. Comp.
All plates are 1.5X3 except as noted. g-p 0 98 E-M 0 97
Purlins C-0 0 -98 F-L 0 -99
In lieu of structural panels or rigid ceiling use purlins D-N 0 98 G-K 0 92
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.25 8.94
BC 104 0.25 8.94
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
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.
(Irrli) 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 fi"\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse PE No 60839 PE No 58544 PE No.71457 PE No.77693
76238 Ply: 1 SEQN:17601/T42/SY42
Custom-Roick Res. Qty: 1 FROM: DRW:
FGE03 J Wgt:84.0 lbs ... / ... 07/19/2018
1'2"8
I„ I 1'4"H
(TYP)
A B C D E FG H 1 J K L
Ty"6 z r - - - -,,M
W
1 - -r 0 10'1"2
1113X3 X W V U T S R Q P 0 1113X3
I 14'4"12 i
Loading Criteria(pst) 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA , VERT(LL): 0.000 J 999 480 y* 85 /- /- /- /- /172
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 J 999 34 Y Min Brg Width Req= -
BCDL: 10.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 L - - Bearing Y is a rigid surface.
Des Ld: 65.00 J EXP:NA - - HORZ(TL): 0.001 L - -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.067 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0.017 A-B 0 0 G-H 0 0
Spacing:16.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.023 B-C 0 0 H-I 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0
I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0
Wind Duration:NA WAVE VIEW Ver:18.01.00B.0430.21 E-F 0 0 K-L 0 0
Lumber End Vertical Attachment F-G 0 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 staples,through wide face;or(3)qty. 16-Gauge,1" y-X 0 0 S R 0 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. X-W 0 0 R-Q 0 0
approved 1/30/2013 by ALSC W-V 0 0 Q-P 0 0
Additional Notes V-U 0 0 P-0 0 0
Bracing See detail STRBRIBR1014 for bracing and bridging U-T 0 0 0-N 0 0
Sheathing is required for any longitudinal(drag) recommendations. T-S 0 0
forces.All connections to be designed by the building Truss must be installed as shown with to chord
designer. p u p Maximum Web Forces Per Ply(lbs)
Fasten rated sheathing to one face of this frame. The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
1-8-0.
Plating Notes Z-Y 0 -7 L-N 0 -25
All plates are 1.5X3 except as noted. A-Y 0 -35 N-M 0 -7
Purlins Maximum Gable Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp.
to laterally brace chords as follows: B-X 0 98 G S 0 98
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.25 14.15 B-W 0 -98 G-S 0 -98
BC 120 0.25 14.15 D-V 0 -98 I-Q 0 -97
Apply purlins to any chords above or below fillers E-U 0 -98 J-P 0 -100
at 24"OC unless shown otherwise above. F-T 0 -98 K-O 0 -87
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
NOTES:
1.This drawing is not sufficient 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 fit\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE No.l 083glowski PErNo 58544 Arneson PE No.71457y APE No.7769311
76238 Ply: 1 SEQN:17466/T12/GABL
Custom-Roick Res. Qty: 2 FROM: DRW:
GE01 J Wgt:85.4 lbs ... / ... 07/19/2018
6'4' ) 12'6"
I6'4" 6'4"
I.—2'4"—i–1'4°–{
(TYP) F•14X4
E G
D H
< 12 i
9 7 C I
fo
m3X4(B IT)B'' _ 1111111111116. Jm3X4(B1T)
0�. .�.�.�.�.�.� 20'11'
.i. '
A R O P • N M L K
—
I--- 128"
2, ( 128" I 2'-
12'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): -0.001 L 999 240 J" 107 /49 /58 /- /22 /151
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.002 L 999 14Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 R - - J Min Brg Width Req= -
Des Ld: 40.00 J EXP:D HORZ(TL):0.003 R - - Bearing B Fcperp=565psi.
NCBCLL: 10.00 Mean Height:22.95 ft Code/Misc Criteria Creep Factor:2.0
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.772 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.128 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.04 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.069 A-B 84 0 F-G 140 -58
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 56 -110 G-H 145 -66
GCpi:0.18 Plate Type(s): C-D 84 -63 H-I 157 -88
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 D-E 82 -53 I-J 127 -123
Lumber Additional Notes E-F 135 58 J-K 84 0
Value Set:13B(Effective 6/1/2013) See DWGS A16030ENC101014&GBLLETIN1014 for
Top chord 2x4 SP#3 gable wind bracing and other requirements. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Webs2x4SP#3 5-1-14. B-R 287 -138 O-N 296 -143
Lumber value set"13B"uses design values Top Chord overhang(s)may be field trimmed. R-Q 289 -139 N-M 293 -143
approved 1/30/2013 by ALSC 0-P 293 -142 M-L 289 -144
P-O 296 -143 L-J 285 -143
Plating Notes
All plates are 3X4 except as noted. Maximum Gable Forces Per Ply(lbs)
Plate positions consider a 0.50 inch truss perimeter Gables Tens.Comp. Gables Tens. Comp.
edge distance.
C-R 86 -124 N-G 120 -99
Purlins D-Q 132 -95 M-H 132 -95
In lieu of structural panels or rigid ceiling use purlins E-P 121 99 L-I 86 124
to laterally brace chords as follows: F-0 20 -154
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 14.67
BC 75 0.15 12.52
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse PE No 60839 PE No 58544 PE No.71457 PE No.77693
76238 Ply:1 SEQN:17467/T59/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE02 4, Wgt:33.6 lbs ... / ... 07/19/2018
3' 6'
3' I 3'
I--1'4"--I
(TYP)
I---113"—I
D=4X4
,2
v 9 CilitN& R
1m3X4(B1T)B '' T)i20'11'
A ' G
J I H
F-1, I- 6, 1'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)I Defl/CSI Criteria ♦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: 10.00 Speed: 130 mph Pf:NA Ce:NAVERT(LL): 0.000 D 999 240 F* 108 /32 /59 /- /22 /72.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA WVERT(TL): 0.001 D 999 184yind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C - - F Min Brg Width Req= -
Des Ld: 40.004, EXP:D HORZ(TL): 0.001 C - - Bearing B Fcperp=565psi.
NCBCLL: 10.00 Mean Height:22.07 ft Code/Misc Criteria Creep Factor:2.0
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.036 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0 J MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.020 A-B 42 0 D-E 73 -53
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 26 -49 E-F 59 -59
GCpi:0.18 Plate Type(s): C-D 77 -53 F-G 42 0
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) See DWGS A16030ENC101014&GBLLETIN1014 for Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#3 gable wind bracing and other requirements. B-J 120 -59 I-H 127 -63
Bot chord 2x4 SP#3 The overall height of this truss excluding overhang is J-I 127 -63 H-F 118 -63
Webs 2x4 SP#3 2-7-14.
Lumber value set"13B"uses design values Top Chord overhang(s)may be field trimmed. Maximum Gable Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Gables Tens.Comp. Gables Tens. Comp.
Plating Notes C-J 127 -104 H-E 127 -104
All plates are 3X4 except as noted. D-I 6 -99
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 7.00
BC 68 0.15 5.85
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
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.
(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 AV\
1rueHouse PE No.l 08391owski Jeffrey
58544 Arneson Derek No 71457y APE No.Russell
APEX
76238 Ply: 1 SEQN: 17475/T50/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE03 J Wgt:245.0 lbs Page 1 of 2 ... / ... 07/19/2018
e
94' I 12'814 I 1601 I 194'15 I22'8'2 I 261 I 318'13 `(•' 366 '(' 9'4' 34'14 33'2 34'14 73'2 34'14F 5'4'4
4'9'4
19'8'8 I
4'
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..-----------------------:-.A-----------------------------110'1'2
V U T
AD AC AB AA Z Y X W
.5X5(") =4X4 4X4 �5%5(")
C 36'6' 1
02'4 I 3'3'2 i 3414 I 318'6 I 34'14 I 3'4'14 I 10'118
9'2'4 12'5'6 15'10'5 19'6'11 22'11'10 26'4'8 366'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSE) DefUCSI Criteria ♦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: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.203 M 999 240 A. 94 /34 /54 /_ /36 /222
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA J VERT(TL): 0.673 M 487 180.5 358 /56 /267 /- /- /6.5
BCDL:_ Risk Category:II Snow Duration:NA HORZ(LL): 0.192 M - ArX /181
Des Ld: 40.00 4 EXP:D HORZ(TL): 0.398 M - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.668 S Min Brg Width Req= 1.5
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.990 Bearings A&S Fcperp=565psi.
Spacing:16.0"-I MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.902
�/ C&C Dist a:3.65 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:18.01.00B.0430.21 A-B 273 -437 J-K 1791 -1349
Lumber Wind B-C 223 -355 K-L 1803 -1357
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 2129 -279 L-N 4040 -2310
Topchord 2x4 SP#2 member design. D-E 191 -279 M-O 140 150
E-F 171 -231 0-P 157 -198
Bot chord 2x4 SP#2 F-H 143 -166 P-Q 163 -228
Webs 2x4 SP#3:W4 2x4 SP#1: Additional Notes
See DWGS A16015ENC101014&GBLLETIN1014 for G I 463 -298 Q R 130 221
Lumber value set"13B"uses design values gable wind bracing and other requirements. I-J 1812 -1362 R-S 191 -364
approved 1/30/2013 by ALSC
The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Plating Notes 9-3-14. Chords Tens.Comp. Chords Tens. Comp.
All plates are 3X4 except as noted. -
(")6 plate(s)require special positioning.Refer to A-AD 347 -206 Y-X 685 615
scaled plate plot details for special positioning AD-AC 352 -210 X-W 823 -909
requirements. AC-AB 353 -211 W-V 3612 -4271
Plate positions consider a 0.50 inch truss perimeter AB-AA 354 -212 V-U 758 868
edge distance. AA-Z 355 -213 U-T 491 -145
Z-Y 356 -214 T-S 246 -76
Purlins
In lieu of structural panels or rigid ceiling use puffins Maximum Web Forces Per Ply(lbs)
to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp.
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 36.50 G-Y 144 -61 U-N 707 -1007
BC 29 0.15 36.35 G-H 125 -111 M-AE 131 -123
Apply purlins to any chords above or below fillers G-X 376 -488 N-T 192 -39
at 24"OC unless shown otherwise above. X-I 513 -341 AE-N 191 -167
I-W 1088 -1385 AE-AF 257 -208
Loading W-J 118 -198 T-R 184 -188
Bottom chord checked for 10.00 psf non-concurrent K-V 74 -114 AF-AG 255 -207
live load. V-L 1154 -1567 AG-AH 254 -205
Truss designed for unbalanced load using 0.00/1.00 L-U 490 -351 AH-R 256 -207
windward/leeward factors.
Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp. Gables Tens. Comp.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(TFH) 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 PE No l 08391owski PErNo 58544 Arneson
PE No 71457y FE No.7769311
76238 Ply: 1 SEQN:17475/T50/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE03 Wgt:245.0 lbs Page 2 of 2 ... / ... 07/19/2018
B-AD 125 -106 F-Z 90 -72
C-AC 48 -48 AF-O 70 -56
D-AB 61 -59 AG-P 38 -34
E-AA 66 -57 AH-Q 31 -25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(1:11'1) 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 l 08391owski PErNo 58544son PE No.71457PE No.77y A69311
76238 Ply:1 SEQN:17486/T10/GABL '
Custom-Roick Res. Qty: 1 FROM: DRW:
GE04 J Wgt:231.0 lbs Page 1 of 2 ... / ... 07/19/2018
r4
52'10 I6'6'�1 ' I 122'15I 155'5I 184'4 ( 2010' I 23'7'4 ) 26'1' I 31'112 36'6'
)52'10 131 2 2'10'15 32'7 2'10'15 2'512 294 2'512 5'012 54"4
LI DT7'7'14I
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X W V U S R 0 P
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1 18.4"4 1 18'1"12 1
505 _( 4'1'15 ( 2712 I 3.3.9 ) 3'0'11 ) 2'7'8 I 2'9'4 I 2'5'12 I 411' I 54'4 I
5.0'5 9'2'4 12' 15.3'9 18'4'4 20'11'12 239' 26'2'12 31'1'12 36'6-
Loading Criteria(est) 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: 10.00 Speed: 130 mph Pf:NA Ce:NA 4,VERTU): 0.156 G 999 240 A 491 /96 /265 /- /676 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.573 G 646 18 T 1155 /474 /596 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.132 F - 4/ 0 480 /86 /272 /- /- /-
Des Ld: 4 EXP:D HORZ(TL): 0.277 F - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 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: 0.903 T Min Brg Width Req= 1.5
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.972
0 Min Brg Width Req= -
MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI: 0.999 Bearings A&T Fcperp=S65psi-
Spacing:16.0"it MWFRS
C&C Dist a:3.65 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:18.01.00B.0430.21
Lumber Loading A-8 230 -603 H-I 807 -437
B-C 108 -182 I-J 807 -437
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent C-D 123 -178 J-K 693 -792
Topchord 2x4 SP#2 live load.
D-F 108 -131 K-M 718 -827
Bot chord 2x4 SP#2 Truss designed for unbalanced load using 0.00/1.00 E-G 649 -892 L-N 167 -208
Webs 2x4 SP#3 windward/leeward factors. G-H 627 -868 N-O 225 -588
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Additional Notes
See DWGS A16015ENC101014&GBLLETIN1014 for Maximum Bot Chord Forces Per Ply(lbs)
Plating Notes gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp.
All plates are 3X4 except as noted. The overall height of this truss excluding overhang is A-X 818 -557 T-S 636 -215
(")6 plate(s)require special positioning.Refer to 9-3-14. X-W 1869 -1429 S-R 669 236
scaled plate plot details for special positioning W-V 1925 -1480 R-Q 1532 -998
requirements. V-U 947 -647 Q-P 1508 -863
Plate positions consider a 0.50 inch truss perimeter U-T 918 -634 P-O 399 92
edge distance.
Maximum Web Forces Per Ply(lbs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
B-X 409 -264 H-T 1153 1661
to laterally brace chords as follows: g-Y 139 -138 I-T 127 70
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 36.50 B-E 504 -552 T-J 989 -1522
BC 60 0.15 36.38 X-E 1008 -1250 J-S 330 -199
Apply purlins to any chords above or below fillers Y-Z 138 -138 K-R 248 -160
at 24"OC unless shown otherwise above. Z-AA 139 -138 R-M 829 -1036
E-W 155 -48 L-M 173 -160
Hangers/Ties E-V 913 -1034 M-Q 172 -46
(J)Hanger Support Required,by others AA-E 159 -133 M-P 914 -1134
AA-F 116 -99 M-N 397 -488
Wind V-G 220 -147 P-N 345 -207
Wind loads based on MWFRS with additional C&C U-H 304 -194
member design.
Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp. Gables Tens. Comp.
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.
(Tv.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 l 08391owskirey P No 58544 Arneson
PEDerePENo Murray7457PE No.7769311
76238 Ply: 1 SEAN:17486/T10/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE04 4/ Wgt:231.0 lbs Page 2 of 2 ... / ... 07/19/2018
C-Y 6 -12 D-Z 64 -52
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.
(114'1-1 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
08391owski
Jeffrey
58544 Arneson
PE PE No. Murray1457PE No.7769311
76238 Ply:1 SEQN: 17477/T27/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE05 1/ Wgt:184.8 lbs Page 1 of 2 ... / ... 07/19/2018
I 12' I 24' I
12' 12'
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(TVP)
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I'I I I �3Xd(BiT)
_ 71 ���� 6610
A I' U S
AE AD AC AB AA Z V X W V T
•5X5(..)
I 24' I
24'
F16 I 24' I 1'61...1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦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: 10.00 Speed: 130 mph Pf:NA Ce:NAVERT(LL): 0.008 J 999 240 R' 102 /29 /52 /- /16 /288
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA V VERT(TL): 0.017 J 999 227 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 G - 4/ R Min Brg Width Req= -
Des Ld: 40.00 1/ EXP:D HORZ(TL): 0.010 G - - Bearing B Fcperp=565psi.
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: 0.394 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.349 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0 J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.200 A-B 63 0 J-K 175 -161
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 150 -284 K-L 128 -191
GCpi:0.18 Plate Type(s): C-D 126 -197 L-M 72 -161
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 D-E 102 -176 M-N 3 -173
Lumber Loading E•F 78 -174 N-O 0 178
F-G 61 -173 O-P 0 -217
Value Set:13B(Effective 6/1/2013) At Truss passed check for 20 psf additional bottom G-H 72 -161 P-Q 0 -249
Top chord 2x4 SP#3 chord live load in areas with 42"-high x 24"-wide H-I 128 191 Q-R 0 319
Bot chord 2x4 SP#2:B2 2x4 SP#3: clearance. I-J 175 -161 R-S 63 0
Webs 2x4 SP#3 At Bottom chord checked for 10.00 psf non-concurrent
Lumber value set"13B"uses design values live load.
approved 1/30/2013 by ALSC Truss designed for unbalanced load using 0.00/1.00 Maximum Tens.Comp.Bot Chord Forces Per Ply(lbs)
windward/leeward factors. Chords Chords Tens. Comp.
Plating Notes B-AE 371 -193 Y-X 384 -202
All plates are 3X4 except as noted. Additional Notes AE-AD 376 -195 X-W 383 0
(")3 plate(s)require special positioning.Refer to See DWGS A16015ENC101014&GBLLETIN1014 for AD-AC 379 -197 W-V 0
scaled plate plot details for special positioning gable wind bracing and other requirements. AC AB 381 -198 V-U 380 0
requirements. The overall height of this truss excluding overhang is AB-AA 383 -199 U-T 377 0
Plate positions consider a 0.50 inch truss perimeter 9-4-14. AA-Z 384 -200 T-R 372 0
edge distance. Top Chord overhang(s)may be field trimmed. Z-Y 383 -201
Purlins Maximum Web Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows: AF-AG 8 0 AH-AI 10 1
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.50 25.50 AG-AH 10 -1 Al-AJ 8 -1
BC 120 0.15 23.85
Apply purlins to any chords above or below fillers Maximum Gable Forces Per Ply(lbs)
at 24"OC unless shown otherwise above. Gables Tens.Comp. Gables Tens. Comp.
Wind C-AE 135 -135 Al-K 67 -40
Wind loads based on MWFRS with additional C&C D-AD 92 -85 AJ-Y 104 -158
member design. E-AC 97 -87 AJ-L 91 -141
F-AB 97 -86 X-M 103 -71
G-AA 103 -71 W-N 97 -86
H-AF 91 -141 V-O 97 -87
AF-Z 104 -158 U-P 92 -85
I-AG 66 -40 T-Q 135 -135
NOTES:
1.This drawing is not sufficient 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) 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 ,f*/\
APEX
T'rueHouse PE No Michael 08391owskiJeffrey
No 58544 Arneson
PEPE No. Murray1457PE No.7769311
76238 Ply:1 SEQN:17477/T27/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE05 Wgt:184.8 lbs Page 2 of 2 ... / ... 07/19/2018
J-AH 42 -106
NOTES:
1.This drawing is not sufficient 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 Jg*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Tru eHo u se PE No Michael
08391owskiJeffrey
No 58544 on
PEPE No.71457Derek B y APE No.dam K Russell
APEX
76238 Ply:1 SEAN:17489/T2/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE06 Wgt:133.0 lbs ... / ... 07/19/2018
I 4'4'3 9'9' 12' 19'6'
4.4.3 I 54.13 I 2'3' 1 Ts' 1
1-1'9'-I-1.4:-I F--2'6'-.I
(TYP)
-r li5x5(•')
:2 T cn
/ PO ' N 012
M
-
r 19'6' i
2 12' 76
12' I 19'6' I 2'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf i SF Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA I VERT(LL): 0.285 DI 807 240 a 1048 /304 /651 /- /358 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.804 0 423 18ArL 1093 /304 /650 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL: 0.219 E - - Wind reactions based on MWFRS
Des Ld: 40.00./ EXP:D HORZ(TL): 0.418 E - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.808 Bearings B&L Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.857
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.264 Maximum Top Chord Forces Per Ply(lbs)
J 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 84 0 G-H 414 -747
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 265 -997 H-I 511 -813
Lumber Loading C-D 275 -939 I-J 522 -799
Value Set:13B(Effective 6/1/2013) Gable end supports 8"max rake overhang.Top E-F 283 - 685 J-K 486 -7461
-
chord must not be cut or notched. E-F 288 -685 K-L 393 -1182
Top chord 2x4 SP M-31 :T2 2x4 SP SS: F-G 411 -830 L-M 84 0
:T3 2x4 SP#1: Truss passed check for 20 psf additional bottom
Bot chord 2x4 SP#1 :B2 2x4 SP#2: chord live load in areas with 42"-high x 24"-wide
Webs 2x4 SP#3 clearance. Maximum Bot Chord Forces Per Ply(lbs)
Lumber value set"138"uses design values Bottom chord checked for 10.00 psf non-concurrent Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC live load. B-Q 705 -236 O-N 825 -89
Plating Notes Truss designed for unbalanced load using 0.00/1.00 Q-P 705 -234 N-L 819 -90
windward/leeward factors. P-0 694 -234
All plates are 3X4 except as noted.
(")2 plate(s)require special positioning.Refer to Additional Notes Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning See DWGS A16015ENC101014&GBLLETIN1014 for Webs Tens.Comp. Webs Tens. Comp.
requirements. gable wind bracing and other requirements.
Plate positions consider a 0.50 inch truss perimeter The overall height of this truss excluding overhang is 0-R 179 -388 I-U 694 449
edge distance. 7-8-10. R-S 176 -235 U-V 188 -461
Top Chord overhang(s)may be field trimmed. S T 180 268 NV-K 195 396
Purlins T-U 243 -214 N-K 388 0
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Gable Forces Per Ply(lbs)
Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp.
TC 24 -2.00 21.50
BC 120 0.15 19.35 C-Q 59 -27 G-S 63 -19
Apply purlins to any chords above or below fillers D-P 158 -300 H-T 157 -213
at 24"OC unless shown otherwise above. E-O 546 -158 J-V 45 -182
F-R 207 -361
Wind
Wind loads based on MWFRS with additional C&C
member design.
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.
(116'11) 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 ig*/\
TrueHouse PE NoMichael l 08391awskiJeffrey
No 58544 on
PEPE No MurrayDerek B7457Adam K PE No.77693
Russell
APEX
76238 Ply: 1 SEQN:17479/T5/GABL '
Custom- oick Res. Qty: 1 FROM: DRW:
GE07 Wgt:128.8 lbs ... / ... 07/19/2018
I 16'8° I
8'4°
16"—}-1,1°-{
(TVP)
Hm4X4 _
7ilIlIlIiIIIII \ lBlfl
6610Z Y X W V U T S R 0 P O
v 5X5(")
I 16'8° 'I
2' I 16'8" I 2'-I
16'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦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: 10.00 Speed: 130 mph Pf:NA Ce:NA &VERT(LL): 0.001 H 999 240 N' 102 /32 /56 /- /19 /199
•
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 H 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 G - J N Min Brg Width Req= -
Des Ld: 40.00 J EXP:D HORZ(TL): 0.003 G - - Bearing B Fcperp=565psi.
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: 0.409 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.163 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0 J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.093 A-B 84 0 H-I 192 -45
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 83 -135 I-J 124 -44
GCpi:0.18 Plate Type(s): C-D 122 -97 J-K 109 -62
Wind Duration: 1.60 WAVE VIEW Ver:18.01.008.0430.21 D-E 95 -64 K-L 112 -81
Lumber Wind E-F 93 -46 L-M 138 -113
Value Set:138(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C F-G 124 -40 M-N 184 151
member design. G-H 192 -45 N-O 84 0
Top chord 2x4 SP#2
Bot chord 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3
Lumber value set"138"uses design values See DWGS A16015ENC101014&GBLLETIN1014 for Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC gable wind bracing and other requirements. B-Z 274 -184 U-T 282 -190
The overall height of this truss excluding overhang is Z-Y 271 -181 T-S 282 -201
Plating Notes 6-7-14. Y-X 275 -185 S-R 280 -200
All plates are 3X4 except as noted. Top Chord overhang(s)may be field trimmed. X-W 278 -187 R-Q 277 -198
(")1 plate(s)require special positioning.Refer to W V 280 188 Q P 273 194
scaled plate plot details for special positioning V-U 282 -190 P-N 275 -197
requirements.
Plate positions consider a 0.50 inch truss perimeter Maximum Gable Forces Per Ply(lbs)
edge distance. Gables Tens.Comp. Gables Tens. Comp.
Purlins C-Z 75 -92 T-I 101 -99
In lieu of structural panels or rigid ceiling use purlins D-Y 116 99 S-J 101 85
to laterally brace chords as follows: E-X 95 85 R-K 95 85
Chord Spacing(in oc) Start(ft) End(ft) F-W 101 -85 Q-L 116 -99
TC 24 -2.00 18.67 G-V 101 -99 P-M 74 -92
BC 75 0.15 16.52 H-U 0 -169
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
Nir 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.
(Flivi) 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 if"\
APEX
TrueHouse PE No 108391owski Jeffrey
No 585445on
PEFE No.71457y APE No.77693 Russell9
76238 Ply: 1 SEQN:17480/T40/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE08 J Wgt:85.4 lbs ... / ... 07/19/2018
6'10" I 13'8"
el 0" 6'10"
I-210"-I--1'4"--1
(TYP) Fa4X4
I Ai zo
m 12w3X4(B1TI I_ i : : :- _. .
Vzo
101"p
PP"
R N LA
K
I 13'8"
I~2• I 13'8" I 2'
13'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or•=PLF
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: 10.00 Speed: 130 mph Pf:NA Ce:NA i VERT(LL):-0.001 L 999 240 J` 105 /33 /58 /- /21 /164
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA lir VERT(TL):-0.002 L 999 180 Wind reactions based on MWFRS
BCDL: 10.00 a Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - J J Min Brg Width Req= -
Des Ld: 40.00 Alr EXP:D HORZ(TL): 0.003 C - - Bearing B Fcperp=565psi.
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: 0.735 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.133 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0"J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.080 A-B 84 0 F-G 139 -70
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 68 -106 G-H 146 -69
GCpi:0.18 Plate Type(s): C-D 75 -79 H-I 159 -89
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 D-E 80 -65 I-J 143 -129
Lumber Additional Notes E-F 133 70 J-K 84 0
Value Set:13B(Effective 6/1/2013) See DWGS A16015ENC101014&GBLLETIN1014 for
Top chord 2x4 SP#3 gable wind bracing and other requirements. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 5-6-6. B-R 270 -140 0-N 279 -146
Lumber value set"13B"uses design values Top Chord overhang(s)may be field trimmed. R-Q 273 -142 N-M 276 -146
approved 1/30/2013 by ALSC Q-P 276 -144 M-L 274 -146
Plating Notes P-O 279 -146 L-J 269 -145
All plates are 3X4 except as noted. Maximum Gable Forces Per Ply(lbs)
Plate positions consider a 0.50 inch truss perimeter Gables Tens.Comp. Gables Tens. Comp.
edge distance.
C-R 113 -150 N-G 109 -100
Purlins D-Q 114 -88 M-H 113 -88
In lieu of structural panels or rigid ceiling use purlins E-P 109 -100 L-I 113 150
to laterally brace chords as follows: F-0 25 -155
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 15.67
BC 75 0.15 13.52
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
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.
(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 ,t\
APEX
TrueHouse PE Michael
G83 Kozlowski Jeffrey
8544 Arnesondam K
PE PE No.71457y APE No.Russell
l
76238 Ply:1 SEQN:17481/T3/GABL
Custom-Roick Res. Qty: 1 FROM: DRW:
GE09 Wgt:33.6 lbs ... / ... 07/19/2018
e
24113'8'8 4'10'8
I 2.4'8 1 1'4" ' 1'2' '
E
13X4(") — —
II12 C9 , a
m3X4(B1T)BAlii -mi I — 88'10
' F
A H G 13X4(")
f' S'0„e 'I
2'4.8 14—
16 2.4.6 1 3.8.8 I 4'10°8 1
56'8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
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: 10.00 Speed: 130 mph Pf:NA Ce:NA JVERT(LL):-0.000 H 999 240 F* 106 /33 /86 /- /40 /60.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 H 999 180 Wind reactions based on MWFRS
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 E - 4/ F Min Brg Width Req= -
Des Ld: 40.004 EXP:D HORZ(TL): 0.003 E - - Bearing B Fcperp=565psi.
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: 0.441 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.084 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0” J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.037 A-B 63 0 C-D 49 -124
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 62 -205 D-E 24 -40
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Wind Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-H 327 -121 G-F 336 -125
Top chord 2x4 SP#3 member design. H-G 332 -123
Bot chord 2x4 SP#3 Right end vertical not exposed to wind pressure.
Webs 2x4 SP#3 Maximum Gable Forces Per Ply(lbs)
Lumber value set"13B"uses design values Additional Notes Gables Tens.Comp. Gables Tens. Comp.
approved 1/30/2013 by ALSC See DWGS A16015ENC101014&GBLLETIN1014 for
gable wind bracing and other requirements. C-H 130 -124 E-F 53 -40
Plating Notes The overall height of this truss excluding overhang is D-G 131 -98
All plates are 3X4 except as noted. 4-2-4.
(")2 plate(s)require special positioning.Refer to Top Chord overhang(s)may be field trimmed.
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.50 5.04
BC 59 0.15 5.04
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(11.111rH111-) 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
1'rueHouse PE No.l 0838lowski PC No.58544 on PE No. Murray7457APE No.Russell
, ,
76238 Ply: 1 SEQN:17463/T48/GABL
Custom-Roick Res. Qty: 2 FROM: DRW:
GE10 J Wgt:102.2 lbs ... / ... 07/19/2018
rs°s I 810" 51°n I 178'
2'6"5 6'3'11 6'3"11 2'6"5
I~2711-.I'1'4"+I
(TVP) F III4X5(R)
T
0-1- ih
)B1T)4lILç
:1711"
' R D P • N M
m A K
_
1 7 r. - -� 16'2"2
1`2,6"5 • 12.7"5 1 2'6"5-.I
I 265 I 1275 I Z 3B
2'6'5 15'1'11 z� ' I I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.001 F 999 240 A 95 /153 /174 /- /235 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 R 999 180 B* 104 /39 /67 /- /- /151
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 H - 4/ S 95 /60 /56 /- /- /6.5
Des Ld: 40.00 J EXP:D HORZ(TL): 0.004 H - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:19.91 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: 0.065 B Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.038 S Min Brg Width Req= 1.5
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.052 Bearing B is a rigid surface.
"
Bearings A&S 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:18.01.00B.0430.21 Chords Tens.Comp. Chords Tens. Comp.
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C B-C 12 -254 -G 202 -64
member design. B-C 1255 -154 GG-H 139 -41
Top chord 2x6 SP#2 C-D 124 •127 H-I 72 -41
Bot chord 2x4 SP#2 D-E 139 -108 I-J 27 -68
Webs 2x4 SP#3 Additional Notes
Lumber value set"13B"uses design values
See DWGS A16030ENC101014&GBLLETIN1014 for E-F 202 87 J-K 72 57
approved 1/30/2013 by ALSC gable wind bracing and other requirements.
The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Plating Notes 7-0-8. Chords Tens.Comp. Chords Tens. Comp.
All plates are 3X4 except as noted. B-R 160 -85 O-N 178 -82
Plate positions consider a 0.50 inch truss perimeter R-Q 169 84 N-M 175 80
edge distance. Q-P 175 -83 M-L 169 -78
P-O 178 -82 L-J 160 -72
Purlins
In lieu of structural panels or rigid ceiling use puffins Maximum Gable Forces Per Ply(lbs)
to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp.
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.53 15.14 C-R 122 -89 N-G 94 -95
BC 75 0.15 12.47 D-Q 104 -83 M-H 104 -83
Apply puffins to any chords above or below fillers E-P 94 -95 L-I 122 -89
at 24"OC unless shown otherwise above. F-O 52 -167
Loading
Gable end supports 8"max rake overhang.Top
chord must not be cut or notched.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
( IJ.J'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 fi'/\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
1ueHouse PE No 60839 PE No 58544 PE No 71457 PE No.77693
76238 Ply:1 SEQN: 17450/T34/HIP_
Custom-Roick Res. Qty: 4 FROM: DRW:
HJ01 Wgt:15.4 lbs ... / ... 07/19/2018
C
T 11'10"4
12 o
6.76 V
3X4(B1T) B
5"2
M 10'1"2
A
2'10"11
2'8"9 21011
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA JVERT(LL):NA B 211 /134 /352 /- /122 /9.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA J D 39 /20 /28 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - C 6 /43 /50 /- /- /1.5
Des Ld: 40.00 J EXP:D 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: 0.831 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.324 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 J
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:18.01.00B.0430.21
Lumber A-B 45 0 B-C 30 -35
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.71 2.89
BC 33 0.15 2.89
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-0-10.
Top Chord overhang(s)may be field trimmed.
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.
OH) 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 fi'/\
7z'ueHouse 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
76238 Ply:1 SEQN:17430/T31/EJAC
Custom-Roick Res. Qty: 4 FROM: DRW:
J014f Wgt:11.2 lbs ... / ... 07/19/2018
C
(1))�( 11'11'4
i
0
12 =3X4(B1T =
10.25 7 B N
2M1111.11110 1 in 10'1"2
►�
f► D
A
-. 1'9"5 I- 2' H
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: 10.00 Speed: 130 mph Pf:NA Ce:NA j VERT(LL):NA B 291 /73 /273 /- /123 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA J D 27 /16 /27 /- /- /1.5
BCDL:_ Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - C 58 /36 /49 /- /- /1.5
Des Ld: .rli: r EXP:D HORZ(TL): 0.003 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: 0.660 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.127 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:18.01.008.0430.21
Lumber Additional Notes A-B 83 0 B-C 37 -72
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#3 2-1-10. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#3 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.78 2.00
BC 22 0.15 2.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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 SCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(glii 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 if"\
APEX
TrueHouse ,PEichNaoe.16008K3o9zIowski PErNo 58544 on PE No.71457y PE No.7769311
76238 Ply:1 SEQN:17431/T37/EJAC
Custom-Roick Res. Qty: 1 FROM: DRW:
J02 4/ Wgt:7.0 lbs ... / ... 07/19/2018
B
12 �� 011'11"4
10.25 7
0
3X4(81)q N
�, 1� 10,1"2
2'
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# Lac R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 93 /- /54 /- /70 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA d VERT(TL):NA 4' C 37 /1 /23 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - B 58 /57 /58 /- /- /1.5
Des Ld: 40.00 At EXP:D HORZ(TL): 0.001 B - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 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: 0.111 C Min Brg Width Req= -
-
Load Duration: 1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.063 B Min Brg Width Req=
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing A 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.
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21
Lumber A-B 37 -70
Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values A-C 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 2.00
BC 22 0.15 2.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-1-10.
NOTES:
I.This drawing is not sufficient 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 ifV\
APEX
TrueHouse PE No Michael
60839 G Kozlowski
0 39lowskiJeffrey
No 58544 Arneson
PEPE No.71457y APE No.Russell
76238 Ply:1 SEQN: 17432/T33/JACK
Custom-Roick Res. Qty: 15 FROM: DRW:
J03 4/ Wgt:16.8 lbs ... / ... 07/19/2018
C
h 0 13'2"8
v
12 ',1-
i09V
co
a
3X4(B1T) B v
T
J° li (t) 10'1"2
►�
A
2' 4' -1
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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL):NAB 358 /72 /298 /- /179 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA / D 68 /3 /47 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 116 /86 /72 /- /- /1.5
Des Ld: .4EXP:D HORZ(TL): 0.006 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: 0.804 D Min Brg Width Req= -
-
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.245 C Min Brg Width Req=
Spacing:24.0 J 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:18.01.00B.0430.21
Lumber Additional Notes A-B 84 0 B C 69 -101
Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#3 3-4-14. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#3 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 4.00
BC 46 0.15 4.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
(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
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse PE No 60839 PE No.58544 PE No.71457 PE No.77693
76238 Ply:1 SEQN:17453/T30/JACK •
Custom-Roick Res. Qty: 3 FROM: DRW:
J0441 Wgt:19.6 lbs ... / ... 07/19/2018
2'3"10 4'
2'3"10 I 1'8"6
04X40*) D
i cc. - 111'11"4
112 -3X4(81 T) H81'4"14 _�
9 I/ B N
N
1�1 c� 10'1"2
1113X4 F E
A
25"6I 0
2' 5,6 1- 4, '�
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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.026 C 999 240 B 415 /200 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.082 C 856 180 E 128 /48 /- /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 C - �D 109 /51 /- /- /- /1.5
Des Ld: 40.00 4/ EXP:D HORZ(TL): 0.042 C - - 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: 0.707 E Min Brg Width Req= -
-
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.771 D Min Brg Width Req=
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.072 Bearing B Fcperp=565psi.
"4,
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:18.01.00B.0430.21
Lumber Loading A-B 84 -41 C D 0 0
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent B-C 56 -100
Top chord 2x4 SP#3 live load.
Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 Wind Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values Wind loads and reactions based on MWFRS. B-F 20 -7 F-E 0 0
approved 1/30/2013 by ALSC
Additional Notes
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)
2-1-10. Webs Tens.Comp.
TC:From 65 plf at -2.00 to 65 plf at 4.00 Top Chord overhang(s)may be field trimmed. C-F 67 -73
BC:From 5 plf at -2.00 to 5 plf at 0.00
BC:From 20 plf at 0.00 to 20 plf at 4.00
TC: 64 lb Conc.Load at 2.31
BC: 66 lb Conc.Load at 2.31
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 4.00
BC 46 0.15 4.00
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.
(11:11) 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 ifV\
APEX
TrueHouse MPE No l 0838lowski Jeffrey
No 585445on
FEPE No. Murray1457APE No.Russell
69311
76238 Ply:1 SEQN: 17442/T29/JACK
Custom-Roick Res. Qty: 6 FROM: DRW:
J05 4/ Wgt:28.0 lbs ... / ... 07/19/2018
C
15'5"8
12
g 7
n
m3X4(B1T)B
10'1'2
D
A
I -2'
7,
Loading Criteria(psf) Wind Criteria 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 479 /30 /357 /- /198 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA V VERT(TL):NA V D 156 /- /78 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 D - - C 204 /112 /164 /- /- /1.5
Des Ld: 40.00 4/ EXP:D HORZ(TL): 0.031 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: 0.840 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.406 C Min Brg Width Req= -
MWFRS Parallel Dist:h to 2h Re Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0 4 P
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:18.01.0OB.0430.21
Lumber Additional Notes A-B 84 0 B-C 122 -182
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2 5-7-14. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#1 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 7.00
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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 SCSI 1-03,
should be used in conjunction with the architectural plans during installation.
OH) 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 ig*/\
APEX
TrueHouse ,F,FichNaoel6G08K3o9zlowski effPErNo 58544 71457
Arneson PE No. Murray APE No.77693
Russell
76238 Ply:1 SEQN:17434/T26/JACK
Custom-Roick Res. Qty: 1 FROM: DRW:
J06 4/ Wgt:28.0 lbs ... / ... 07/19/2018
-r .00000>000/r: 15'4'4
_o
io
N
b
1,-
3
L I a 10'1.2
D
A
I-2' 7. I
Loading Criteria(pst) 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: 10.00 Speed: 130 mph Pf:NA Ce:NA / VERT(LL):NA B 479 /31 /358 /- /196 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA V D 156 /- /78 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 D - - C 204 /110 /158 /- /- /1.5
Des Ld: 40.00W EXP:D HORZ(TL): 0.031 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: 0.840 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.406 C Min Brg Width Req= -
MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0" At MWFRS
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:18.01.008.0430.21
Lumber Additional Notes A-B 84 0 B-C 122 -178
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
5-6-10. Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#1 Top Chord overhang(s)may be field trimmed.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 7.00
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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 ,ft/\
APEX
TrueHouse PEi No.l 08391owski JPeffrey 58544 on PE No.71457y PE No.Russell
76238 Ply: 1 SEQN:17435/T28/JACK
Custom-Roick Res. Qty: 1 FROM: DRW:
J07 Wgt:35.0 lbs ... / ... 07/19/2018
I 47 I 7 I
4'7' 2'5'
_4X C') D
Ai
T_44)_13'7"12
Esi
HB21'8 0oo1012
4F E
A
48'12 _I 23"4 -1
I�-2, _1
4'8'12 T
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 L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.121 C 678 240 B 467 /58 /370 /- /142 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.394 C 319 180 E 163 /45 /106 /- /- /1.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.095 C - - D 128 /47 /61 /0 /0 /1.5
Des Ld: 40.00 EXP:D HORZ(TL): 0.201 C - - 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: 0.623 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.749 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.230 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:18.01.008.0430.21
Chords Tens.Comp. Chords Tens. Comp.
Lumber Additional Notes A-B 84 0 C-D 0 0
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B C 50 131
Top chord 2x4 SP#2 3-10-2.
Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-F 15 -10 F-E 0 0
approved 1/30/2013 by ALSC
Plating Notes Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning C-F 176 -118
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 7.00
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
6.11) 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
T�rueHouse PE No 1608391o `I Jeffrey
58544 Arneson
PEPE No. MurrayDerek B71457Adam K PE No.Russell69
APEX
76238 Ply:1 SEQN:17458/T25/JACK
Custom.-Roick Res. Qty: 1 FROM: DRW:
J08 J Wgt:29.4 lbs ... / ... 07/19/2018
I- 2'3"10 I 7' _I
2'3"10 4'8"6
4X8(")
C D
milnillMT 11'11"4
•'
12 -3X4(B1T) HB 4'4"14 79 / B N
m i N
TI ejjlliIll
it Ch O 101'2
III3X4F E
A
2'5"6 4'6"10
2' I2,5„6 I 7' --1
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: 10.00 Speed: 130 mph Pf:NA Ce:NA If VERT(LL): 0.159 C 517 240 B 542 /266 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.505 C 247 180 E 143 /39 /- /- /- /1.5
BCDL: 10.00Risk Category:II Snow Duration:NA HORZ(LL): 0.117 C - 4D 200 /102 /- /- /- /1.5
Des Ld: 40.00 J EXP:D HORZ(TL): 0.245 C - - 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: 0.859 E Min Brg Width Req= -
-
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.848 D Min Brg Width Req=
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.129 Bearing B Fcperp=565psi.
Spacing:24.0"At MWFRS
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:18.01.00B.0430.21
Lumber Purlins A-B 84 -41 C D 0 0
B-C 71 -133
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP#2 to laterally brace chords as follows:
Bot chord 2x4 SP#1 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 TC 24 -2.00 7.00 Chords Tens.Comp. Chords Tens. Comp.
BC 75 0.15 7.00
Lumber value set"13B"uses design values Apply puffins to any chords above or below fillers B-F 36 -14 F-E 0 0
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above.
Special Loads Wind Maximum Web Forces Per Ply(lbs)
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp.
Wind loads and reactions based on MWFRS.
TC:From 65 plf at -2.00 to 65 plf at 2.30 C-F 104 -120
TC:From 33 plf at 2.30 to 33 plf at 4.37 Additional Notes
TC:From 65 plf at 4.37 to 65 plf at 7.00
BC:From 5 plf at -2.00 to 5 plf at 0.00 The overall height of this truss excluding overhang is
BC:From 20 plf at 0.00 to 20 plf at 2.31 2-1-10.
BC:From 10 plf at 2.31 to 10 plf at 4.37 Top Chord overhang(s)may be field trimmed.
BC:From 20 plf at 4.37 to 20 plf at 7.00
TC: 64 lb Conc.Load at 2.31
TC: 58 lb Conc.Load at 4.37
BC: 66 lb Conc.Load at 2.31
BC: 27 lb Conc.Load at 4.37
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
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.
(T11) 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 if"\
APEX
1'rueHouse PE No l 0839lowski Jeffrey
No 58rne4son PE No. Murray7457APE No.7 69 II
76238 Ply:1 SEAN: 17762/T9/COMN
Custom-Roick Res. Qty: 10 FROM: DRW:
PB01 4/ Wgt:40.6 lbs ... / ... 07/19/2018
I 7'2I
4'I0"2 9'1'2 19'81
7"2 4 '3" 4'3" 7"2
C$4X4
12
V
_ 0.25
O V
V
B D
A /� i E
. . ' '41Q
113X4
7"2 7"2
1 8,6„ 1 -I
t7 4'3" 4'3" 7"2I
��:� 4'102 I 9'1"2 19.8"A
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell IJ# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA 4/VERT(LL):-0.001 F 999 240 A -98 /170 /138 /- /99 /4.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 F 999 180 B• 85 /48 /54 /- /- /102
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - y,E -98 /106 /104 /- /- /4.8
Des Ld: 40.004/ EXP:D HORZ(TL): 0.002 F - - A /145
NCBCLL: 10.00 Mean Height:18.31 ft Code/Misc Criteria Creep Factor:2.0 B /155
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.303 D /122
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.174 Wind reactions based on MWFRS
Spacing:16.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.015 A Min Brg Width Req= 1.5
B Min Brg Width Req= -
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: E Min Brg Width Req= 1.5
GCpi:0.18 Plate Type(s): Bearings A,B,&E are a rigid surface.
Wind Duration:1.60 WAVE VIEW Ver: 18.01.008.0430.21
Lumber Additional Notes Maximum Top Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#3 16-0-3. A-B 191 -165 C-D 121 -142
Bot chord 2x4 SP#3 B-C 121 -142 D-E 76 -86
Webs 2x4 SP#3
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Chords
Tens.Comp.m Bot Chord Forces Per Tens.s)
Chords Chords Tens. Comp.
Plating Notes B-F 66 -26 F-D 66 -26
All plates are 3X4(B1T)except as noted.
Plate positions consider a 0.50 inch truss perimeter Maximum Web Forces Per Ply(lbs)
edge distance. Webs Tens.Comp.
Purlins C-F 18 -51
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -0.42 8.92
BC 99 0.15 8.35
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
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.
(16'11) 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 /ft\
APEX
TrueHouse PE No.Michael
60839
1owskiJeffrey
No 58544 Arneson
PEPE No. Murray71457APE No.Russell
76238 Ply:1 SEQN:17495/T65/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T01 J Wgt:88.9 lbs ... / ... 07/19/2018
2'5"9 7'10" 126"9 14713 169"
f• 2'5"9 A5.4"7 I 4'10"9 I 1'11.3 I 2'1°3 'I
C, 5X5("")
',N., T
Nin
12
10.25 7 AI
!4X4(81)B
14x4
D\5X7(") E 3X4F r
AilliZi
L$2011'p `-�■ W5
�,
Il3X8 H 15X50 n
w4X4
A
_L i - - 18'11'14
1 169" 1
2,5„9 I 5'8„7 I 87"
2'5"9 82" 169"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)I 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: 10.00 Speed: 130 mph Pf:NA Ce:NA i VERT(LL): 0.229 I 865 240 A 732 /212 /395 /- /238 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.760 I 401 1801/G 714 /220 /399 /- /- /-
BCDL: 10.00Risk Category:II Snow Duration:NA HORZ(LL): 0.214 G - - Wind reactions based on MWFRS
Des Ld: 40.00 J EXP:D HORZ(TL): 0.462 G - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.76 ft Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.795 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.973
Spacing:24.0 J MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.465 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 129 -464 D-E 1282 -2677
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 345 -817 E-F 31 -71
Lumber Hangers/Ties C-D 466 -992
Value Set: 13B(Effective 6/1/2013) Recommended hanger connections are based on
Top chord 2x4 SP#2:T1 2x6 SP SS Dense: manufacturer tested capacities and calculations. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 Conditions may exist that require different Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W5 2x6 SP#2: connections than indicated.Refer to manufacturer
B-I 689 -243 H-G 1653 804
publication for additional information.
Lumber value set"13B"uses design values (J)Hanger Support Required,by others I-H 2859 -1393
approved 1/30/2013 by ALSC Bearing G (16'6",20'11")HTU26
Bracing Supporting Member:(1)2x6 SP#2 Maximum Web Forces Per Ply(lbs)
into supporting Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on member,
member. into supported C-I 508 -150 H-E 1121 -521
member. I-D 1155 -2169 E-G 818 -1674
Plating Notes D-H 296 -478 F-G 71 -92
(")2 plate(s)require special positioning.Refer to Wind
scaled plate plot details for special positioning Wind loads based on MWFRS with additional C&C
requirements. member design.
Plate positions consider a 0.50 inch truss perimeter
edge distance. Additional Notes
The overall height of this truss excluding overhang is
Purlins 7-1-7.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.46 14.29
BC 74 0.02 14.29
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(Trirl) 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 ifV\
APEX
TrueHouse MPE Nola 3o9zlowski Jeffrey
No 58544son
PEPE No. Murray71457APE No.Russell
76238 Ply:1 SEQN:17496/T67/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
102 4/ Wgt:86.8 lbs ... / ... 07/19/2018
I 26°9 I 7'10" I 10'118 I 16.9"
2'5"9 5'4"7 3'1"8 566
C 14X5(") _
I 11:\
13X4
i� 12 D�5x7("") E"")
T,o.2s r
tV
-1- .4X4(B1)B 'Aldigi,
%
F (1)20'11'
G
=3X4 114X8(")
A
1 T 18'11"14
1 169" 1
26'9 I 5,7,15 878 I
2's"9 8'1"8 169"
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: 10.00 Speed: 130 mph Pf:NA Ce:NA ,VERT(LL): 0.218 G 911 240 A 732 /200 /406 /- /232 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.722 G 422 18jyF 714 /248 /408 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.198 F - - Wind reactions based on MWFRS
Des Ld: 40.00 J EXP:D HORZ(TL): 0.427 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.76 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: 0.629 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.973
Spacing:24.0"J MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.899 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 70 -464 C-D 486 -945
Wind Duration: 1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 332 -817 D-E 14 -36
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T1 2x6 SP SS Dense: member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. B-G 682 -314 G-F 1184 -620
Webs 2x4 SP#3
Lumber value set"13B"uses design values Additional Notes Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
7-1-7.
Plating Notes C-G 568 -171 D-F 650 -1229
(**)4 plate(s)require special positioning.Refer to G-D 384 -598 E-F 159 -200
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.46 14.29
BC 110 0.02 14.29
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
(1111'11) 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 A*1\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
1ueHouse PE No.60839 PE No 58544 PE No.71457 PE No.77693
76238 Ply: 1 SEQN: 17497/T66/COMN •
Custom-Roick Res. Qty: 2 FROM: DRW:
T03 At Wgt:93.8 lbs / ... 07/19/2018
I 2'5"9 I 7'10" 9'2"7( 169"
2'5"9 5'4"7 1.4"7 T6"9
C/5X5(") _
lt1� T2 3X4(•')
D�SXS(") 0 E
o
N12
10.257
e
e =
m4X4(B1)B
rd.MIIIIIIIMIIIMINEMIIIMEMENNI: 1 20'11.
G F
_m3X4 113X8(")
A
1 I . 18'11'14
1 169" i
2'5"9 57"15 87"8
II
2'59 ) 8'1"8 ( 16'9"
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA JVERT(LL): 0.213 G 931 240 A 732 /183 /421 /- /231 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.706 G 431 180,F 714 /301 /413 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.192 F - -Wind reactions based on MWFRS
Des Ld: 40.000/ EXP:D HORZ(TL): 0.414 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.76 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: 0.820 Bearing A Fcperp=565psi.
Load Duration:11,5 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.789
Spacing:24.0"44/ MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.383 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 22 -464 C-D 452 -821
Wind Duration:1.60 WAVE VIEW Ver: 18.01.00B.0430.21 B-C 314 -825 D-E 16 -32
Lumber Loading
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x6 SP SS Dense:T2 2x4 SP#2:
live load. Chords Tens.Comp. Chords Tens. Comp.
:T3 2x4 SP#1: Truss designed for unbalanced load using 0.00/1.00 B-G 693 -396 G-F 799 -446
Bot chord 2x4 SP#2 windward/leeward factors.
Webs 2x4 SP#3 Wind Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC Wind loads based on MWFRS with additional C&C
member design. C-G 486 -121 D-F 480 -855
Bracing Right end vertical not exposed to wind pressure. G D 187 -318 E-F 202 261
(a)Continuous lateral restraint equally spaced on
member. Additional Notes
Plating Notes The overall height of this truss excluding overhang is
7-1-7.
("")4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.46 14.29
BC 120 0.02 14.29
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:
1.This drawing is not sufficient 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 RW\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse PE No 60839 PE No 58544 PE No.71457 PE No.77693
76238 Ply:1 SEQN: 17498/T69/COMN
Custo -Roick Res. Qty: 2 FROM: DRW:
TO Ar Wgt:93.8 lbs ... / ... 07/19/2018
I 25'9 I 731 I 12 I 169' I
2'5'9 4'9'8 4'9' 4'9'
•5X5(-) x 3X4 113X4(")
C D el E
1iI,
12 `O
. Aldl All6111L m
10.25 e
P
I`
=4x4(81)B
T G iF 20'11"
S •3X4 113X8(")
A
1_
1 T
1 - - m16'1114
A 169" 1 �J
I
259 -I 51 927 _I
25"9 7'6"9 16'9"
Loading Criteria(psf) Wind Criteria 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NAVERT(LL): 0.199 G 998 240 A 732 /181 /429 /- /256 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA V VERT(TL): 0.659 G 462 18(x,F 714 /335 /402 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.177 F - !I/ Wind reactions based on MWFRS
Des Ld: 40.00 J EXP:D HORZ(TL): 0.381 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.51 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: 0.538 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.534
Spacing:24.01"/ MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.592 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 13 -464 C-D 440 -730
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 319 -859 D-E 0 0
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x6 SP SS Dense:T2 2x4 SP#2: member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP SS Right end vertical not exposed to wind pressure. B-G 730 -450 G-F 552 -350
Webs 2x4 SP#3
Lumber value set"13B"uses design values Additional Notes Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
6-7-8.
Plating Notes C-G 161 -60 D-F 477 -753
(")3 plate(s)require special positioning.Refer to G-D 321 -124 E-F 105 -126
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.46 14.29
BC 120 0.02 14.29
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
N- 1.This drawing is not sufficient 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'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 ifV\
T�rueHouse PE No l 0839z1owski PEffrNo 58544 ey P Arneson PE No.1457y Adam K PE No.7769311
APEX
76238 Ply:1 SEAN:17499/T62/COMN '
Custom-Roick Res. Qty: 2 FROM: DRW:
T05 J Wgt:92.4 lbs ... / ... 07/19/2018
I� 259 1 710 I 1021 ` 169"
2'S"9 5'4"7 2'4"1 66"15
C 14X5("")
T
13X4(")
\D5X5l..l ET
N 12
iN
1025
m n
eV P-
i4X4(B1)B 41111 :I.
& IINIMMISEMINNIEN:. :II'
G F
m3X4 113X8(")
A
1 - _ 11.14
1 16'9" 1
I 25„9 I S715 1 8'7 8
2'5"9 8'1"8 16'9"
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: 10.00 Speed: 130 mph Pf:NA Ce:NA j VERT(LL): 0.216 G 918 240 732 /193 /412 /- /229 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.716 G 425 180J 714 /273 /411 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.195 F - - Wind reactions based on MWFRS
Des Ld: 40.004/ EXP:D HORZ(TL): 0.421 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.76 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: 0.826 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.994
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.309 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 42 -464 C-D 488 -909
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 323 -818 D-E 16 -34
Lumber Loading
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T1 2x6 SP SS Dense: live load. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Truss designed for unbalanced load using 0.00/1.00 B-G 684 -350 G-F 971 -520
Webs 2x4 SP#3 windward/leeward factors.
Lumber value set"13B”uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Wind loads based on MWFRS with additional C&C
Bracing member design. C-G 555 -173 D-F 551 -1023
(a)Continuous lateral restraint equally spaced on Right end vertical not exposed to wind pressure. G-D 292 -443 E-F 178 -228
member.
Additional Notes
Plating Notes The overall height of this truss excluding overhang is
(")4 plate(s)require special positioning.Refer to 7-1-7.
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.46 14.29
BC 120 0.02 14.29
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:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
6111r) 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
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse PE No 60839 PE No 58544 PE Na 71457 PE No.77693
76238 Ply: 1 SEQN:17505/T63/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T06 J Wgt:85.4 lbs ... / ... 07/19/2018
2'5"9 710" 11'11"2 1619"
1- 2,5„9 I 54,7 I 4'1"2 I 4'9"14 I
C 14X5(") -
I12 113X4(")
10.25
ND\4X8(") E n
.,. T
_4x4(81)B � ti
i
F
(S1 511115.
It3X8(")
A
1 i
8'11"14
1 169 1
I 25"9 I 5'7"15 I 87"8
2'5"9 8'1"8 16'9"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE); DefUCSI 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: 10.00 Speed: 130 mph Pf:NA Ce:NAVERT(LL): 0.222 G 895 240 A 732 /143 /399 /- /235 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA J VERT(TL): 0.735 G 415 180,�FF 714 /216 /404 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.204 F - -A/Wind reactions based on MWFRS
Des Ld: 40.004✓ EXP:D HORZ(TL): 0.441 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.76 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: 0.538 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.975
Spacing:24.0"J MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.821 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 103 -464 C-D 468 -978
Wind Duration:1.60 WAVE VIEW Ver: 18.01.008.0430.21 B-C 333 -817 D-E 12 -51
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T1 2x6 SP SS Dense:
member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-G 684 -271 G-F 1689 -867
Webs 2x4 SP#3 Additional Notes
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is MaximumWeb Forces Per
approved 1/30/2013 by ALSC 7-1-7. Ply(lbs)
)
Webs Tens.Comp. Webs Tens. Comp.
Plating Notes C-G 568 -149 D-F 889 -1712
(")4 plate(s)require special positioning.Refer to G-D 625 -1038 E-F 134 -166
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.46 14.29
BC 108 0.02 14.29
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
1.This drawing is not sufficient 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 fiti\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
TrueHouse PEi No.l 0 391owski Jeffreyo PSBASm44eson Pb No Murrayek B 1457PE No.Ru7ssell
APEX
76238 Ply:1 SEQN:17541/T71/COMN
Custom-Roick Res. Qty: 6 FROM: DRW:
T07✓ Wgt:141.4 lbs ... / ... 07/19/2018
I 2'6"3 I 7'10" I 9'11"8 I 13'5"12 I 18'6" I 21'5" I
2'6"3 5'3"13 2'1"8 374 574 211"
5X7(••)
.L -
,AD5x5ll 12
a4 T
12
N 7
'r' 10.25 F/3X4
rn
=4X5(82)8
FSXS(")
1
L.
v H..6X8(") _,),2i 291'8
1 i _ - 18'11'14
1 21'5" i
273 778 8'6"41
I 2,6„3 I 9,9„12 I 18,6.. I 1 ," h
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg, • PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CA • PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA 1VERT(LL): 0.307 H 1812 240 p 900 /192 /458 /- /227 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.976 H 389 19 888 /222 /412 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HUHL(LL): u.'L/tt r1 - - Wind reactions based on MWFRS
Des Ld: 40.001f EXP:D HORZ(TL): 0.580 H - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.76 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: 0.698 Bearings A&G Fcperp=565psi.
Load Duration: 1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.977
Spacing:24.0 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.498 Maximum Top Chord Forces Per Ply(lbs)
J 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 253 -573 D-E 726 -1614
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 491 -1119 E-F 1150 -2433
Lumber Loading C-D 910 -1815 F-G 148 -271
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent
Top chord 2x6 SP SS Dense:T2 2x4 SP#2: live load. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#1 Truss designed for unbalanced load using 0.00/1.00 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 windward/leeward factors. B-H 955 -259 H-F 2399 -1059
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Additional Notes
Maximum Web Forces Per Ply(lbs)
The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
Plating Notes 7-1-7.
(")4 plate(s)require special positioning.Refer to C H 1306 -621 H-E 602 -1013
scaled plate plot details for special positioning H-D 410 -663
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Tray Scab(s)
(2)2x6x9-9-15 x SP SS Dense scabs at right end.
Attach one scab to each outer face of chord with:
0.131"x3",min.nails @ 8"oc,plus additional nail
clusters at:BRG.:(2),heel:(3),1st panel point:(2).
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 -2.52 18.90
BC 106 -0.03 15.76
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.
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.
(11r11) 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 fiV\
APEX
TrueHouse MpEichNaoel6G08K3o9zIowskiJeffrey
Ny No.58544
PEPE No.714579 APE No.7769311
76238 Ply:1 SEQN: 17507/T73/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T08 41 Wgt: 158.9 lbs ... / ... 07/19/2018
z� 10 3'1
11� 661 i 1'4"1 I 7'10" 1 9'11"8 1 13'5"12 1 18'6" 1 21'5" 1
1'6"1
I41113 2'1"8 3'6"4 5'0"4 2'11"
0 14X4(R)
12
10.25 V N,E445x7(-) 12
Q 4
F/3X4
13X4('•)a•4X5/5X7(•' .
A B C T4
ii
1 I • 20'11"
5X5
K J I " T
4X5(") 6X8(") =5X7(-) T 1 20'1'8
A 21'5" j
74"8 Z1"8 6.61 1
I 7,10" I 9'11"8 I 18.6" I ��,' (�
n
Loading Criteria(psf) Wind Criteria 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA Jr VERT(LL): 0.207 F 999 240 L 868 /193 /456 /- /200 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.644 F 592 201H 896 /227 /418 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 D - - Wind reactions based on MWFRS
Des Ld: 40.0041 EXP:D HORZ(TL): 0.091 D - - L Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:23.29 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: 0.481 Bearing H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.981
Spacing:24.0", MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.528 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 23 -41 E-F 799 -1669
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 1424 -2877 F-G 1206 -2441
Lumber Hangers/Ties C-D 632 -1313 G-H 150 -273
Value Set: 13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-E 665 -1230
Top chord 2x4 SP#2:T4 2x6 SP SS Dense: LoadingMaximum Bot Chord Forces Per Plylbs
Bot chord 2x4 SP#1 (lbs)
Webs 2x4 SP#3:W1 2x6 SP#2: Bottom chord checked for 10.00 psf non-concurrent Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values live load. L-K 1693 -740 J-I 1543 -586
approved 1/30/2013 by ALSC Truss designed for unbalanced load using 0.00/1.00 K-J 3229 -1565 I-G 2407 -1114
windward/leeward factors.
Bracing Maximum Web Forces Per Ply(lbs)
(a)Continuous lateral restraint equally spaced on Wind Webs Tens.Comp. Webs Tens. Comp.
member. Wind loads based on MWFRS with additional C&C
member design. A-L 62 -88 D-J 1254 -627
Plating Notes L-B 862 -1795 J-E 525 -1054
(")7 plate(s)require special positioning.Refer to Camber B-K 1387 -711 E-I 516 160
scaled plate plot details for special positioning Max JT VERT DEFL:LL:0.20"DL:0.42".See detail K-C 512 -828 I-F 589 -963
requirements. DEFLCAMB1014 for camber recommendations. C-J 1291 -2311
Plate positions consider a 0.50 inch truss perimeter Provide for adequate drainage of roof.
edge distance.
Additional Notes
Tray Scab(s) The overall height of this truss excluding overhang is
(2)2x6x9-9-15 x SP SS Dense scabs at right end. 5-2-5.
Attach one scab to each outer face of chord with:
0.131"x3",min.nails @ 8"oc,plus additional nail
clusters at:BRG.:(2),heel:(3),1st panel point:(2).
Purlins
In lieu 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 21.42
BC 91 0.00 18.27
Apply puriins 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.
(11'1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Ronda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ifV\
APEX
TrueHouse PE No.l 083910 k1 Jeffrey
No 58544 on
FEPE No.71457y APE No.Russell
69311
76238 Ply:1 SEQN:17536/T70/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T091 Wgt:156.8 lbs ... / ... 07/19/2018
47"4 7'10" 911"8 13'5"12 18'6" 21'5"
47"4 I' 3'2"12 I 2'1"8 I 3'6"4 I 50"4 I 2,11"
I-
12 C lll4X4(A)
0.25 VOIN
o�5X7( ) 12
113X4( ) ,, a 4
T .-
0
-fsf A 15X7(")B
0 ••►•L F/3X4 m
9)
Ell
m n
m
T4
w • F=5X5(")
J I H
•
IN4X8(") =4X8 =5X7(") B2 -'5 j_ j_ 0 20'1'8
1 21'5' i
7,10„ I 2.1"8 I 8'6„8I I '11. 1
710" 9'11"B 18'6" i
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: 10.00 Speed: 130 mph Pf:NA Ce:NA JVERT(LL): 0.178 E 999 240 J 870 /243 /463 /- /195 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.555 E 688 201,G 895 /226 /422 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.058 C - �/ Wind reactions based on MWFRS
Des Ld: 40.00 Al EXP:D HORZ(TL): 0.119 C - - J Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:23.29 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: 0.357 Bearing G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.993
Spacing:24.04 MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.774 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 7 -26 D-E 811 -1666
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 B-C 632 -1258 E-F 1212 -2431
Lumber Loading C-D 662 -1236 F-G 150 -273
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent
Top chord 2x4 SP#2:T4 2x6 SP SS Dense: live load. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2:B2 2x4 SP#1: Truss designed for unbalanced load using 0.00/1.00 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 windward/leeward factors. J-I 1444 -603 H-F 2397 -1120
Lumber value set"13B"uses design values I-H 1542 -599
approved 1/30/2013 by ALSC Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs)
Plating Notes member design. Webs Tens.Comp. Webs Tens. Comp.
(")6 plate(s)require special positioning.Refer to Left end vertical not exposed to wind pressure.
scaled plate plot details for special positioning A-J 127 -146 I-D 588 -1086
requirements. Camber J-B 819 -1564 D-H 481 -188
Plate positions consider a 0.50 inch truss perimeter Max JT VERT DEFL:LL:0.15"DL:0.35".See detail B-I 409 -630 H-E 581 -952
edge distance. DEFLCAMB1014 for camber recommendations. C-I 1338 -676
Provide for adequate drainage of roof.
Tray Scab(s)
(2)2x6x9-9-15 x SP SS Dense scabs at right end. Additional Notes
Attach one scab to each outer face of chord with: The overall height of this truss excluding overhang is
0.131"x3",min.nails @ 8"oc,plus additional nail 5-2-5.
clusters at:BRG.:(2),heel:(3),1st panel point:(2).
Purlins
In lieu 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 21.42
BC 107 0.00 18.27
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:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(ilivii) 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 ,f*/\
APEX
TrueHouse PE No.Michael 08391owski Jeffrey
No 58544 on
PEPE No 71457y APE No Russell
•
76238 Ply:1 SEQN:17509/T60/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T10 ✓ Wgt:157.5 lbs ... / ... 07/19/2018
33'2 7'10" 9'11"8 13'5.'12 18'6" 21'5"
I' 3'3°2 I 4'6"14 I 2'1°8 I 3'6°4 I 5'0„4 I 2,11„ "I
-
C III4X4(R)
12
10.25 V D\5X7(")
1-
12
Q 4 T
N
N (�
Ln /111111118411%.•,,...,......:63X4mAl 3X4 04X10(")B •�• •T4 m
ml ill • :.F.SX.(.)
• 1 AN20',1.
J 57*. I H B2 • G T
=5X7 =5X7(..) 75 1201'8
A 21'5" j
I 710" I 2'1"8 I 8,6„8 1," ,
Loading Criteria(psf) Wind Criteria 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA ./VERT(LL): 0.196 E 999 240 J 876 /192 /463 /- /199 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA w VERT(TL): 0.614 E 623 20' t G 896 /227 /418 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 C - - Wind reactions based on MWFRS
Des Ld: 40.04 EXP:D HORZ(TL): 0.106 C - - J Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:23.29 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: 0.366 Bearing G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.976
Spacing:24.Q, MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.689 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 3 -132 D-E 806 -1669
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 622 -1296 E-F 1211 -2439
Lumber Loading C-D 654 -1228 F-G 150 -273
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent Maximum Bot Chord Forces Per Ply chord 2x4 SP#2:T4 2x6 SP SS Dense: live load. (lbs
)
Bot chord 2x4 SP#2:B2 2x4 SP#1: Truss designed for unbalanced load using 0.00/1.00 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W1 2x6 SP#2: windward/leeward factors. J-I 2404 -1200 H-F 2404 -1119
Lumber value set"13B"uses design values I-H 1544 -593
approved 1/30/2013 by ALSC Wind
Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(lbs)
Plating Notes member design. Webs Tens.Comp. Webs Tens. Comp.
(")5 plate(s)require special positioning.Refer to Camber
scaled plate plot details for special positioning A-J 80 -110 I-D 565 -1075
requirements. Max JT VERT DEFL:LL:0.18"DL:0.38".See detail J-B 1348 -2414 D-H 497 -192
Plate positions consider a 0.50 inch truss perimeter DEFLCAMB1014 for camber recommendations. B-I 953 -1512 H-E 586 -959
edge distance. Provide for adequate drainage of roof. C-I 1277 -631
Tray Scab(s) Additional Notes
(2)2x6x9-9-15 x SP SS Dense scabs at right end. The overall height of this truss excluding overhang is
Attach one scab to each outer face of chord with: 5-2-5.
0.131"x3",min.nails @ 8"oc,plus additional nail
clusters at:BRG.:(2),heel:(3),1st panel point:(2).
Purlins
In lieu 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 21.42
BC 98 0.00 18.27
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.
( r11l)
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 ift/\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
TrueHouse PE No.60839 PE No 58544 PE No.71457 PE No.77693
76238 Ply:1 SEQN:17552/T72/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T11 J Wgt:84.0 lbs / ... 07/19/2018
3'1"1264" 9'6"4 178"
vl
3'1"12 I 3'2"4 I 3'2"4 I 3'1"12
D 14X5(--)
-1 _
< 12 ok3X8C E\3X8
=4X41C3 Ihl&
m4X4(C3)
of4X4(C3)6- I �-� , 2:,74.(c3)
020'll'
1 . II O \
I H G
A 13X8 .5X7 13X8
12'8"
3' 3'4" 34" 3'
2' I 3' -I 6,4.E I 9,8,E I 128" I
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefVCSI 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: 10.00 Speed: 130 mph Pf:NA Ce:NA ♦ VERT(LL): 0.046 H 999 240 B 2747 /1098 - /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4/ VERT(TL): 0.140 H 999 180 F 2256 /866 - /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 C - - Wind reactions based on MWFRS
Des Ld: 40.00/ EXP:D HORZ(TL): 0.034 C - - B Min Brg Width Req= 3.2
NCBCLL: 10.00 Mean Height:22.95 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 2.7
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings B&F Fcperp=565psi.
Load Duration: 1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.982
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.916 Maximum Top Chord Forces Per Ply(lbs)
J 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 84 -56 D-E 881 -2146
Wind Duration: 1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 1212 -3143 E-F 1226 -3105
Lumber Loading C-D 880 -2147
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent
live load. Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP#2 Wind
Webs 2x4 SP#3 B-I 2485 -941 H-G 2430 -955
Lumber value set"13B"uses design values Wind loads and reactions based on MWFRS. I-H 2459 -933 G-F 2456 -963
approved 1/30/2013 by ALSC Additional Notes
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)
5-1-14. Webs Tens.Comp. Webs Tens. Comp.
TC:From 65 plf at -2.00 to 65 plf at 0.88 Top Chord overhang(s)may be field trimmed. I-C 1047 -320 H-E 322 -888
TC:From 33 plf at 0.88 to 33 plf at 12.67 C-H 296 -923 E-G 1017 -336
BC:From 5 plf at -2.00 to 5 plf at 0.00 D-H 2403 -939
BC:From 10 plf at 0.00 to 10 plf at 12.67
BC: 714 lb Conc.Load at 0.88,2.88,4.88,6.88
8.88,10.88
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 12.67
BC 85 0.15 12.52
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
NOTES:
I" 1.This drawing is not sufficient 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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 if"\
APEX
TrueHouse PE No l 0 391owskirey P No 58544 Arneson
PEPE No.71457y PE No.Russell
69311
•
76238 Ply:1 SEQN:17546/T61/COMN •
Custom-Roick Res. Qty: 4 FROM: DRW:
T12 J Wgt:57.4 lbs / ... 07/19/2018
F 6,4,. { 128" I
6,4,. 64"
�i4x4(••) _
12
m
i0
io
m3X4(81T)B Dm3X4(81)
_ I FA e. _2011'
E
A 13X4
1 12'8" 1
F-2' I 64 I 6'4" I
6'4" 12'8"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) DefUCSI 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: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.007 E 999 240 B 691 /322 /476 /- /236 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA J VERT(TL): 0.018 E 999 180 D 538 /229 /322 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 E - V Wind reactions based on MWFRS
Des Ld: 40.00 Af EXP:D HORZ(TL): 0.012 E - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.95 ft Code/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: 0.498 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.959
Spacing:24.04 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.108 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 84 0 C-D 284 -613
Wind Duration:1.60 WAVE I VIEW Ver:18.01.0OB.0430.21 B-C 293 -613
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 5-1-14. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. B-E 406 -79 E-D 406 -79
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp.
Plating Notes C-E 282 0
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 12.67
BC 120 0.15 12.52
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
NOTES:
NI' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(115'1.1 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 ifV\
APEX
TrueHouse PE No.Michael 08391owski
Jeffrey
58544 on
PE PE No MurrayDerek B1457APE No.Russell
76238 Ply:1 SEAN: 17549/T68/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T13✓ Wgt:32.2 lbs ... / ... 07/19/2018
I 3'
I 6' I
a 3'
C 1114X4(R)
T9A! 4X4AlT) co
1 20'11"
A 1113X8 E
r 6' i
I--1' I3, -I- 6, I 1'--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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA .VERT(LL): 0.010 F 999 240 B 1745 /422 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.032 F 999 180 D 1535 /421 /- /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - 4 Wind reactions based on MWFRS
Des Ld: 40.00/ EXP:D HORZ(TL): 0.007 F - - B Min Brg Width Req= 2.1
NCBCLL: 10.00 Mean Height:22.07 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.238 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.677
Spacing:24.0"J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.545 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 42 -14 C-D 359 -1419
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 348 -1417 D-E 42 -27
Lumber Loading
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 live load. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP#2 B-F 1113 -268 F-D 1113 -268
Webs 2x4 SP#3 Additional Notes
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC 2-7-14.
Top Chord overhang(s)may be field trimmed. Webs Tens.Comp.
Special Loads C-F 1433 -332
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 33 plf at -1.00 to 32 plf at 4.76
TC:From 65 plf at 4.76 to 65 plf at 7.00
BC:From 5 plf at -1.00 to 5 plf at 0.00
BC:From 10 plf at 0.00 to 10 plf at 6.00
BC:From 5 plf at 6.00 to 5 plf at 7.00
BC: 868 lb Conc.Load at 0.76
BC: 870 lb Conc.Load at 2.76
BC: 876 lb Conc.Load at 4.76
Plating Notes
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 7.00
BC 68 0.15 5.85
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:
I.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
(rlg- 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 ,"\
APEX
TrueHouse PE No.l 60839
1owski PErNo 58544 Arneson
PE No.71457y APE No.7769311
76238 Ply:1 SEQN:17547/T56/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T14 ✓ Wgt:25.2 lbs ... / ... 07/19/2018
I- 3 I- 6'
H
3' 3'
C=
3X4(,.)
T T
/_N
NV1 - T) co
L ()20'11"
AE
r 6' i
I'-1' I- 6' I 1'---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 Lldefl U# LocR /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 999 240 B 333 /97 /232 /- /132 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4/VERT(TL): 0.008 999 180DI 333 /97 /232 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 - - _Wind reactions based on MWFRS
Des Ld: 40.00 4/ EXP:D , HORZ(TL): 0.005 - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.07 ft Code/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: 0.117 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.252
Spacing:24.0:1 MWFRS Parallel Dist:h/2 to h 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 42 0 C-D 132 -226
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 132 -226 D-E 42 0
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 2-7-14. Chords Tens.Comp.
Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. B-D 148 -69
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.00 7.00
BC 68 0.15 5.85
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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 ,f*/\
APEX
TrueHouse MPE No l Q 3a9zlowskirey P No S8544son
PEPE No.71457y PE No.Russell
69311
•
' 76238 Ply:1 SEQN:17554/T20/ATIC
Custom-Roick Res. Qty: 5 FROM: DRW:
T15 J Wgt:280.0 lbs Page 1 of 2 ... / ... 07/19/2018
' 23'1"1~313 1
I 8'0'7 I 39'910 I 1336444 I11.521' F013
I22574" I 4305"9 I 36'6'
8'0'7
1907
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E F G H I
DA'
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A Y X
15'9"
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X m ,:Z AB V9 AD5 AF
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• D P 0 N
=4X5 .5X5("') -�10 m555(") •4X4
1 16'4"4 1 18'1'12 '1
I e'0"12 3;72 2'10'15 2'10'2 11 7"1} 2'3'8 4'8'12 6'0'12
fi'0"12 I 9'B"B I 12'7'7 I 15'5'9 11 3 18'4"�1,5- 0'9/2 2'7 4 I 25'8'8 I 30'5'4 I 36'6" I
1'6'8'3 19'9'
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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.179 D 999 240 A 1075 /245 /466 /- /289 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.641 U 562 180 R 1463 /193 /401 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.133 C - 4/ M 1026 /243 /439 /- /- /6.5
Des Ld: 40.004/ EXP:D HORZ(TL): 0.302 C - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:18.31 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: 0.875 R Min Brg Width Req= 1.5
' - -'n'''''""^'1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.970 M Min Brg Width Req= 1.5
Spacing:16.0' It MWFRS Parallel Dist:0 to h/2 Rep Factors Used:YesI
Max Web CSI: 0.570 Bearings A,R,&M Fcperp=565psi.
C&C Dist a:3.65 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:18.01.00B.0430.21
Lumber Loading A-B 405 -1443 G-H 445 -789
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent C-D 379 -1018 H- 168 -228
live load. C-D 379 -852 I-J 174 -301301
Top chord 2x4 SP#2:T3 2x4 SP#1: D-E 167 -253 J-K 384 -804
Bot chord 2x4 SP#2:B2 2x4 SP#1: Attic room loading from 9-10-0 to 25-7-0:Live Load: E-F 157 -154 K-L 357 -1011
Webs 2x4 SP#3 4/ 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, F-G 451 -778 L-M 410 -1375
Lumber value set"13B"uses design values Kneewalls: 10 PSF
approved 1/30/2013 by ALSC Truss designed for unbalanced load using 0.00/1.00 Maximum Bot Chord Forces Per Ply(lbs)
windward/leeward factors. Chords Tens.Comp. Chords Tens. Comp.
Bracing
(a)Continuous lateral restraint equally spaced on Wind A-V 1034 -278 R-Q 949 -121
member. Wind loads based on MWFRS with additional C&C V-U 2441 -758 Q-P 992 -129
member design. U-T 2472 -768 P-O 2047 -543
Plating Notes T-S 1364 -368 O-N 2021 -534
All plates are 3X4 except as noted. Additional Notes S-R 1324 -362 N-M 984 -215
(")6 plate(s)require special positioning.Refer to The overall height of this truss excluding overhang is
scaled plate plot details for special positioning 11-10-0. Maximum Web Forces Per Ply(lbs)
requirements. Webs Tens.Comp. Webs Tens. Comp.
Plate positions consider a 0.50 inch truss perimeter B-V 526 -143 GAC 117 -180
edge distance. B-W 309 -618 R-AD 420 -1849
Purlins V-W 502 -1539 AB-R 125 -90
In lieu of structural panels or rigid ceiling use purlins C W 178 79 AB-AD 1466 281
to laterally brace chords as follows: W U 251 17 AC H 267 108
Chord Spacing(in oc) Start(ft) End(ft) W-T 552 -1182 AC-AE 76 -343
TC 24 0.00 36.50 W-X 283 -845 AD-Q 405 -101
BC 83 0.15 36.35 T-X 191 -108 AD-AF 440 -491
Apply purlins to any chords above or below fillers X-Z 294 -811 H-AE 296 -496
at 24"OC unless shown otherwise above. D-Y 347 -787 AE-I 376 -190
Collar-tie braced with continuous lateral bracing at E-Y 390 -185 AE-J 359 -797
24"oc.or rigid ceiling. Y-F 292 -511 AF-P 218 -116
Y-AA 40 -302 AF-AG 434 -528
F-AA 278 -104 P-AG 474 -1161
S-Z 384 -93 AG-O 272 -16
NOTES:
1.This drawing is not sufficient 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 ifV\
TrueHouse PE No.Michael 08391owskiJeffrey
No 58544 on
PEPE No. MurrayDerek B1457APE No.7Russell
APEX
76238 Ply:1 SEQN: 17554/T20/ATIC
Custom-Roick Res. Qty: 5 FROM: DRW:
T15 Wgt:280.0 lbs Page 2 of 2 / ... 07/19/2018
Z-R 447 -2061 AG-K 221 -110
Z-AB 1466 -281 AG-N 581 -1173
AA-G 113 -192 AG-L 272 -494
AA-AC 258 -300 N-L 356 -134
NOTES:
1.This drawing is not sufficient 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
TrueHouse PE No.Michael
6083910i
Jeffrey
No 58544 on
PEPE No. MurrayDerek B1457APE No.dam K Russell
APEX
76238 Ply:1 SEAN:17556/T13/ATIC
Custom-Roick Res. Qty: 5 FROM: DRW:
T16 At Wgt:280.0 lbs Page 1 of 2 ... / ... 07/19/2018
I.18'" 23.1•'1
3 I
8.0.7 610' 13'4'4 15'2' 21313 19.1 25'7" 30'5'9 36'6'
I 6.0.7 I 3'9"9 I 3'6'4 11.8.1 I 3'0'13'f I 2.5..4 I 4'10.9 l 60 7 I
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1 . _ - - - - 10'1'2
V U 7 s ID 0 P 0 N
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Ar
j 1134"4 j 18'1.12 j
6'0"12 37'19'3"8 2'27 7 2.15'2 1'7'1} 2'3'8 30'5 4 366'
I 8'0'12 I 9'B"B I 12'7'7 I 15'5'9 1 1313 1194a 1'S" 0'9 2 2,74 I 2s'8'BI 30'5'4 I 36'6" I
17109 19.9' F.--=.1'
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: 10.00 Speed: 130 mph Pf:NA Ce:NAVERT(LL): 0.179 D 999 240 A 1075 /244 /466 /- /289 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA JVERT(TL): 0.641 U 562 180 R 1463 /193 /401 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.133 C - 4/ M 1026 /242 /438 /- /- /-
Des Ld: 40.00 4/ EXP:D HORZ(TL): 0.302 C - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:18.31 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: 0.875 R Min Brg Width Req= 1.5
BCDL:3.0psf TPI Std: 2014 Max BC CSI: 0.971 M Min Brg Width Req= -
�oao vurauon. .25Bearings A&R Fcperp=565psi.
Spacing:16.0" 4/ MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.570
C&C Dist a:3.65 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:18.01.008.0430.21
Lumber Hangers/Ties A B 405 -1444 G H 446 788
C
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others C-D 379 -1019 H-1 168 -228
C-D 379 -852 I-J 174 -301
Top chord 2x4 SP#2:T3 2x4 SP#1: Loading
D-E 167 -253 J-K 384 -805
oan
Bot chord 2x4 SP#2:82 2x4 SP#1: g E-F 157 -153 K-L 357 -1012
Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent F-G 451 -777 L-M 411 -1380
Lumber value set"13B"uses design values live load.
approved 1/30/2013 by ALSC Attic room loading from 9-10-0 to 25-7-0:Live Load: Maximum Bot Chord Forces Per Ply(lbs)
If 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, Chords Tens.Comp. Chords Tens. Comp.
Bracing Kneewalls: 10 PSF
(a)Continuous lateral restraint equally spaced on Truss designed for unbalanced load using 0.00/1.00 A-V 1035 -278 R-Q 952 -120
member. windward/leeward factors. V-U 2441 -758 Q-P 995 -128
U-T 2471 -768 P-0 2052 -543
Plating Notes Wind T-S 1365 -368 O-N 2025 -534
All plates are 3X4 except as noted. Wind loads based on MWFRS with additional C&C S-R 1325 -363 N-M 988 -216
member design.(")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs)
requirements. Additional Notes Webs Tens.Comp. Webs Tens. Comp.
Plate positions consider a 0.50 inch truss perimeter The overall height of this truss excluding overhang is
edge distance. 11-10-0. B-V 526 -143 G-AC 117 -180
B-W 309 -618 R-AD 421 -1851
Purlins V-W 502 -1538 AB-R 125 -90
In lieu of structural panels or rigid ceiling use purlins C W 179 79 AB-AD 1464 282
to laterally brace chords as follows: W U 251 17 AC-H 267 108
Chord Spacing(in oc) Start(ft) End(ft) W-T 552 -1181 AC-AE 75 -343
TC 24 0.00 36.50 W-X 284 -845 AD-Q 405 -102
BC 83 0.15 36.38 T-X 191 -108 AD-AF 438 -493
Apply purlins to any chords above or below fillers X-Z 294 -812 H-AE 296 -496
at 24"OC unless shown otherwise above. D-Y 347 -789 AE-I 376 -190
Collar-tie braced with continuous lateral bracing at E-V 391 -185 AE-J 359 -798
24"oc.or rigid ceiling. Y-F 292 -511 AF-P 218 -116
Y-M 40 -303 AF-AG 432 -530
F-AA 278 -104 P-AG 475 -1162
S-Z 384 -93 AG-O 271 -16
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(gill) 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 /f*/\
TrueHouse PE No81 08391owski Jeffrey
No 58544 Arneson
PEPE No. MurrayDerek 871457Adam K PE No.77693
Russell
APEX
76238 Ply:1 SEQN:17556/T13/ATIC
Custom-Roick Res. Qty: 5 FROM: DRW:
T16 Wgt:280.0 lbs Page 2 of 2 ... / ... 07/19/2018
Z-R 447 -2060 AG-K 222 -110
Z-AB 1464 -282 AG-N 580 -1173
AA-G 113 -192 AG-L 273 -499
AA-AC 256 -300 N-L 359 -134
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(1111'11) 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 "V\
TrueHouse PE Michael
G83 KozlowskiNo. Jeffrey
58544 on
PE PE No. MurrayDerek B7457APE E No.dam K Russell
7APEX
76238 Ply:1 SEQN:17558/T1/ATIC •
Custom-Roick Res. Qty: 14 FROM: DRW:
T174/ Wgt:180.6 lbs , ... / ... 07/19/2018
37'15 6'10.4 12' 17'1'12 20'4'1 24'
I 3'7'15 I 3'2'5 I 5'1'12 I 5'1'12 ' 3'2'5 I 3'7'15 I
T F 14X8(R) -
li
T2 E3X'', 3X4
ry 2
B3
13x80 A 13X4 likh. H 1355
'8
12 10
'sr
' TN.4XSI.I
4X5('•)C `O 04' jn
m4X4(CB3T) `OX4(C3T)
=3X4(C3T)/ 'm 3X4(C3T)
1II A/ 64 L
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i ii _46'8-10
,, =8X8(")(I) .68X8(")(I) �K
24 i
I-r6• I 66 I 54 I sa I 6'8' 11'6--{
6'5' 12' 17'4' 24'
Loading Criteria(psf) Wind Criteria 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.153 M 999 240 B 1824 /349 /728 /- /392 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.557 M 803 227.,.1 1824 /349 /728 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.097 D - 4 Wind reactions based on MWFRS
Des Ld: 40.004, EXP:D HORZ(TL): 0.224 D - - B Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.532 Bearings B&J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.934
Spacing:24.0"J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.509 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 63 0 F-G 120 -109
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 B-C 611 -2746 G-H 532 -1708
Lumber Loading C-D 578 -2525 H-I 578 -2525
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent D-E 532 1708 I-J 610 2746
Top chord 2x4 SP#2:T2 2x6 SP SS Dense:
live load. E-F 120 -108 J-K 63 0
Bot chord 2x6 SP SS Dense:B3 2x4 SP#2: Attic room loading from 7-0-0 to 17-0-0:Live Load:40 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 I PSF.Dead Load:10 PSF Ceiling:10 PSF,Kneewalls: Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"138"uses design values �/ 10 PSF
approved 1/30/2013 by ALSC Truss designed for unbalanced load using 0.00/1.00 B-M 2149 -329 L-J 2149 -340
windward/leeward factors. M-L 1801 -150
Plating Notes
(I)-plates so marked were sized using 0% Additional Notes Maximum Web Forces Per Ply(lbs)
Fabrication Tolerance,0 degrees Rotational The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
Tolerance,and/or zero Positioning Tolerance. 9-4-14.
(")4 plate(s)require special positioning.Refer to Top Chord overhang(s)may be field trimmed. C-M 254 -501 N-G 594 -1986
scaled plate plot details for special positioning M-D 1167 -101 H-L 1167 -101
requirements. E-N 594 -1986 L-I 254 -501
Plate positions consider a 0.50 inch truss perimeter F-N 319 -72
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.50 25.50
BC 120 0.15 23.85
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Collar-tie braced with continuous lateral bracing at
24"oc.or rigid ceiling.
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.
61'11'1-) 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
TrueHouse PE No.Michael
0839lowski
Jeffrey
58544 Arneson
EPE No. Murray71457APE No.77693
7 Russell
76238 Ply:1 SEQN: 17564/T6/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T184/ Wgt: 100.8 lbs ... / ... 07/19/2018
I 5'0'8 I 9'9' I 14'5'8 I 19'6' I
5'0'8 4'8'8 4'8'8 5'0'8
0im4X4
-
%3X4 C E•3X4
2
P..' 79
AIIIIIIIIhh,
m3x4(B 1 T)B r=3X4031 T)
T
■■ _0101'2
H
A =5X7(..) G
-
A 196 A
9'9' 9'9'
I"_p• II I 19.6. I p•
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: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 H 999 240 B 977 /123 /651 /- /358 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 1 VERT(TL): 0.074 H 999 184 F 977 /123 /650 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 H - tir Wind reactions based on MWFRS
Des Ld: 40.00 EXP:D - HORZ(TL): 0.023 H - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 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: 0.424 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.994
Spacing:24.0W MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.215 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 84 0 D-E 343 -808
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 B-C 363 -1063 E-F 364 -1063
Lumber Additional Notes C-D 342 -808 F-G 84 0
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2 7-8-10. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Chords Tens. Comp.
Webs2x4SP#3 B-H 786 -259 H-F 786 -121
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
(")1 plate(s)require special positioning.Refer to C-H 237 -292 H-E 236 -292
scaled plate plot details for special positioning D-H 565 -197
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 21.50
BC 120 0.15 19.35
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
(11...11111
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Jft\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse MPE Nola 3ogzlowski Jeffrey
No 58544 Arneson
PEPE No. Murray1457APE No.7769311
76238 Ply:2 SEQN:17751/T19/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T19 J Wgt:254.8 lbs ... / ... 07/19/2018
5'2'4I 9'9' I 14'3'12 I 19'6'
5'2'4 4'6'12 4'6'12 5'2'4
G 14X8(")
T T
Vg
N
0.6X8(9 C E%6X8(")
12
9
•
.6X6(" 411. 6X6(")
.4%5(••)'I I Imo I I 4X5(..)
1 T IIE.-U.-U�\� _00.10'1'2
I H G
A
14X10(") .10512(") 14X10(')
1 196 1
5'0'8 4'818 4'e'8 5'0'8
I-2' I 5'0.8 I 9'9. I 14'5'8 I 19'6' 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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA 4/ VERT(LL): 0.097 H 999 24 B 4780 /1376 / /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.292 H 999 181 F 7147 /1766 / /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 C - J vvrna reaulluns uas on MWFRS
Des Ld: 40.00-4 EXP:D HORZ(TL): 0.065 C - - B Min Brg Width Req= 2.5
NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 3.7
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.886 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.712
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.809 Maximum Top Chord Forces Per Ply(lbs)
J 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 42 -21 D-E 860 -3144
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 1033 -3686 E-F 1262 -4893
Lumber Plating Notes C-D 855 -3133
Value Set:13B(Effective 6/1/2013) (")10 plate(s)require special positioning.Refer to
Top chord 2x4 SP#2 scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense requirements. Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W3 2x4 SP#2: Plate positions consider a 0.50 inch truss perimeter B-I 29(72 -803 H-G 3848 -984
:Lt Wedge 2x6 SP#2::Rt Wedge 2x6 SP#2: edge distance. I-H 2893 -801 G-F 3878 -991
Lumber value set"13B"uses design values purlins
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
Nailnote to laterally brace chords as follows:
Nail Schedule:0.131"x3",min.nails Chord Spacing(in oc) Start(ft) End(ft) I-C 549 -147 H-E 408 -1765
Top Chord:1 Row @12.00"o.c. TC 24 2.00 19.50 C-H 170 -530 E-G 2024 -421
Bot Chord:2 Rows @ 6.00"o.c.(Each Row) BC 120 0.15 19.35 D-H 45f12 -929
Webs 1 Row 4"o.c. Apply purlins to any chords above or below fillers
Use equal spacing between rows and stagger nails at 24"OC unless shown otherwise above.
in each row to avoid splitting. Wind
12"o.c.spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 12" Wind loads and reactions based on MWFRS.
Special Loads Additional Notes
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is
TC:From 65 plf at -2.00 to 65 plf at 7.06 7-8-10.
TC:From 33 plf at 7.06 to 33 plf at 9.75 Top Chord overhang(s)may be field trimmed.
TC:From 65 plf at 9.75 to 65 plf at 19.50
BC:From 5 plf at -2.00 to 5 plf at 0.00
BC:From 20 plf at 0.00 to 20 plf at 7.06
BC:From 10 plf at 7.06 to 10 plf at 19.50
BC:2090 lb Conc.Load at 7.06
BC: 956 lb Conc.Load at 9.06
BC: 480 lb Conc.Load at 10.17
BC:1026 lb Conc.Load at 11.05,12.38,12.84,14.17
15.50
BC: 764 lb Conc.Load at 16.76
BC: 915 lb Conc.Load at 18.02
NOTES:
1r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(grvil) 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 if*/\
APEX
TrueHouse PE No.160 39lowskiPEJeffrey
No 58rneson PE No.71457y PE No.Russell
•
76238 Ply:1 SEAN: 17562/T21/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T20 4♦ Wgt: 109.2 lbs ... / ... 07/19/2018
7'8"9 ( 13'0'4 ( 18'4'
7'8'9 5'3"12 5'3"12
/5X7(") =3X4 113X4(-")
B C D
i5
12
10.25
/4X5('")A
ii i;., 0 1012
F CD E
=5X7("") 13X8(—)
A 184 A
8' ( 10'4"
8' 18'4"
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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA , VERT(LL): 0.014 F 999 240 A 936 /190 /515 /- /280 /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.046 F 999 180 E 956 /310 /447 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 F - Aif Wind reactions based on MWFRS
Des Ld: 40.00 J EXP:D HORZ(TL): 0.020 F - - A 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: 0.901 Bearing A Fcperp=565psi.
Load Duration: 1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.977
Spacing:24.04 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.337 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 259 -1122 C-D 0 0
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 333 -737
Lumber Loading
Value Set: 13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 chord live load in areas with 42"-high x 24"-wide Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1 :B2 2x4 SP M-31: clearance. A-F 729 -339 F-E 515 245
Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent
Lumber value set"13B"uses design values live load.
9 Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Truss designed for unbalanced load using 0.00/1.00 Webs Tens.Comp. Webs Tens. Comp.
windward/leeward factors.
Bracing B-F 276 -62 C-E 401 -841
(a)Continuous lateral restraint equally spaced on Wind F-C 447 -147 D-E 112 145
member. Wind loads based on MWFRS with additional C&C
member design.
Plating Notes Right end vertical not exposed to wind pressure.
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Additional Notes
requirements. The overall height of this truss excluding overhang is
Plate positions consider a 0.50 inch truss perimeter 7-1-14.
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 18.33
BC 96 0.06 18.33
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
NOTES:
Ir- 1.This drawing is not sufficient 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) 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 /f /\
APEX
TrueHouse PE No Michael
60839G Kozlowski Ph No.58544 on PE No.71457y APE Na 7 69311
•
76238 Ply:1 SEQN:17560/T24/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T21 4/ Wgt:111.3 lbs ... / ... 07/19/2018
5'11'8I 12'3'8 I 18'4'
5'11'8 6'4' 6'0'8
/58X7(") m5CX5 m W3X4((")
D
iiilli. 1u
12
10.25
Tll
5X7(-)A
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■� ot„ 10 't'2
C
G F 420E
113X4 r=5X7(") m4X8(")
1 18'4' 1
6.1.4 5'10'12 6'4'
I- 6'1'4 I 12' I 18,4. -I
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: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 F 999 240 A 1852 /602 /- /- /- /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA 4/VERT(TL): 0.126 F 999 180 E 2090 /640 /- /- /- /-
BCDL: 10.00Risk Category:II Snow Duration:NA HORZ(LL): 0.020 E - 4i Wind reactions based on MWFRS
Des Ld: 40.00 J EXP:D __ HORZ(TL): 0.040 E - - A Min Brg Width Req= 2.2
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: 0.811 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.987
Spacing:24.0 J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.833 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 750 -2301 C-D 0 0
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 B-C 540 -1775
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T2 2x4 SP SS:
to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1 :B2 2x4 SP SS: Chord Spacing(in oc) Start(ft) End(ft) A-G 1608 -504 F-E 1745 -544
Webs 2x4 SP#3 TC 24 0.00 18.33 G-F 1622 -504
:Lt Wedge 2x6 SP#2: BC 102 0.06 18.33
Apply purlins to any chords above or below fillers
Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Hangers/Ties
Bracing (J)Hanger Support Required,by others B-G 507 19 C-E 727 -2334
(a)Continuous lateral restraint equally spaced on B-F 202 -46 D-E 169 -314
member. Loading F-C '02 0
Special Loads Bottom chord checked for 10.00 psf non-concurrent
live load.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC:From 33 plf at 0.00 to 33 plf at 18.33 Wind
BC:From 10 plf at 0.00 to 10 plf at 18.33
TC: 200 lb Conc.Load at 1.90 Wind loads and reactions based on MWFRS.
TC: 128 lb Conc.Load at 3.90 Right end vertical not exposed to wind pressure.
TC: 204 lb Conc.Load at 5.90,7.90,9.90,11.90
13.90,15.90,16.40 Additional Notes
BC: 143 lb Conc.Load at 1.90 The overall height of this truss excluding overhang is
BC: 163 lb Conc.Load at 3.90 5-7-14.
BC: 156 lb Conc.Load at 5.90,7.90,9.90,11.90
13.90,15.90,16.40
Plating Notes
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
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.
(ilil) 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 fit\
APEX
TrueHouse PE No l 0839z1owski ffrey P No 58544 on
PE PE No Murray1457APE No.77693
Russell9
76238 Ply:1 SEQN:17571/T18/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T224 Wgt:92.4 lbs ... / ... 07/19/2018
F- 3'5"14 'f' 11'2"7 + 186 8
3'5"14 7'8 "9 74"1
y 5X7("`) =3X8T2 1114X5(")
8 C D
10.25
Z
T
(a)
v
m4X5(•.)
1 tr1"z
Igill G F 82 E
1113X4 =5X7(") 1115X7(")
r 18'6"8 - -
3'7"10 ` 7213 { 781
3'7"10 10'10"7 18'6"8
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: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 F 999 240 A 1218 /512 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA J VERT(TL): 0.211 F 999 180 E 1289 /558 /- /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 E - J Wind reactions based on MWFRS
Des Ld: 40.004 EXP:D HORZ(TL): 0.045 E - - A 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= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.660 Bearings A&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.987
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.766 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 701 -1660 C-D 15 -37
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 873 -2034
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#22:B2
Top chord 2x4 SP B2T2 2x4 SP S Chord Spacing(in oc) Start(ft) End(ft)
2x4 SP#1:: TC 24 0.00 18.54 A-G 1222 -521 F-E 2029 887
Webs 2x4 SP#3 BC 78 0.15 18.54 G-F 1233 -520
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
Bracing Wind Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on Wind loads and reactions based on MWFRS. B-G 239 0 C-E 947 -2162
member. B-F 867 -381 D-E 193 -291
Right end vertical not exposed to wind pressure. F-C 177 0
Special Loads Additional Notes
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is
TC:From 33 plf at 0.00 to 33 plf at 18.54 3-4-14.
BC:From 10 plf at 0.00 to 10 plf at 18.54
TC: 109 lb Conc.Load at 2.06
TC: 116 lb Conc.Load at 4.06,6.06,8.06,10.06
12.06,14.06,16.06,17.56
BC: 128 lb Conc.Load at 2.06
BC: 68 lb Conc.Load at 4.06,6.06,8.06,10.06
12.06,14.06,16.06,17.56
Plating Notes
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
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.
(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 if"\
APEX
1'rueHouse PE No l 08391owski JPErNo 58544 on PE No. Murray1457APE No.7769311
76238 Ply:1 SEQN:17572/T35/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T23✓ Wgt:93.8 lbs ... / ... 07/19/2018
35"14 9'3" 160"2 18'6"
l"' 3'5"14 -I 5'9"2 I 5'9"2 i"" 3'5"14 'I
4X8("") 1113X4 =4X8("")
C D T2 E
TC
sr 12
10.25 V
o
4X5(..)(1)8 Nse4XS*.)(l) o
I sz INosiNx10'1"2
H
A =H0510("") G
r 18'6" i
I-1,9„5 I- 9'3" I- 93" _I 1'9"5-
9'3" 18'6"
Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSP) DeflCSI 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: 10.00 Speed: 130 mph Pf:NA Ce:NA .VERT(LL): 0.072 D 999 240 B 1821 /641 /- /- /- /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.225 D 999 180.F 1804 /633 /- /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 C - 4/Wind reactions based on MWFRS
Des Ld: 40.004/ EXP:D HORZ(TL): 0.037 C - - B Min Brg Width Req= 2.1
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= 2.1
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.851 Bearings B&F Fcperp=565psi.
Load Duration:1.15 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.975
Spacing:24.0"0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.589 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 83 -40 D-E 929 -2865
Wind Duration: 1.60 WAVE,HS VIEW Ver:18.01.008.0430.21 B-C 752 -2088 E-F 736 -2065
Lumber Purlins C D 929 -2865 F-G 83 -40
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP#2:T2 2x4 SP#1: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP SS Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 TC 24 -1.78 20.28 B-H 1536 -532 H-F 1514 -518
BC 105 0.15 18.35
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
Special Loads Loadin 9 Webs Tens.Comp. Webs Tens. Comp.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bottom chord checked for 10.00 psf non-concurrent C-H 1521 -450 H-E 1546 -465
TC:From 66 plf at -1.78 to 66 plf at 2.06 live load. D-H 449 -846
TC:From 33 plf at 2.06 to 33 plf at 16.44
TC:From 66 plf at 16.44 to 66 plf at 20.28 Wind
BC:From 5 plf at 1.78 to 5 plf at 0.00 Wind loads and reactions based on MWFRS.
BC:From 10 plf at 0.00 to 10 plf at 18.50
BC:From 5 plf at 18.50 to 5 plf at 20.28 Additional Notes
TC: 109 lb Conc.Load at 2.06,16.44
TC: 116 lb Conc.Load at 4.06,6.06,8.06,8.44 The overall height of this truss excluding overhang is
10.44,12.44,14.44 3-4-14.
BC: 128 lb Conc.Load at 2.06,16.44 Top Chord overhang(s)may be field trimmed.
BC: 68 lb Conc.Load at 4.06,6.06,8.06,8.44
10.44,12.44,14.44
Plating Notes
(I)-plates so marked were sized using 0%
Fabrication Tolerance,0 degrees Rotational
Tolerance,and/or zero Positioning Tolerance.
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
NOTES:
1.This drawing is not sufficient 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 ,f*/\
APEX
TrueHouse PE No Michael
08391owskiJeffrey
No 58544 Arneson
PEPE No. Murray7457PE No 7769311
76238 Ply:1 SEQN: 17569/T4/COMN
Custom-Roick Res. Qty: 5 FROM: DRW:
T24 i Wgt:75.6 lbs ... / ... 07/19/2018
F s'a° -I- 16'8 -I
'" 8'4°
CO'5x5(••) _
Imo.
12
8 jo
11111111111111116.
=3X463 1 T)B �8X4(B1 T)
FL. 6" _08'6'10
F
A .5X7(••) E
L
r 16'8" -j
F-2' I 84" I I 2'--I
84" 16'8"
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 U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.011 F 999 240 B 984 /266 /579 /- /320 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.039 F 999 181 D 985 /266 /579 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 F - g/ Wind reactions based on MWFRS
Des Ld: 40.00 J EXP:D HORZ(TL): 0.029 F - - 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= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.787 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.999
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.170 Maximum Top Chord Forces Per Ply(lbs)
J 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 84 0 C-D 322 -1004
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 B-C 321 -1005 D-E 84 0
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#1 member design. Chords Tens.Comp. Chords Tens. Comp.
Botchord2x4SP#2 B-F 694 -136 F-D 694 -136
Webs 2x4 SP#3 Additional Notes
Lumber value set"136"uses design values The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC 6-7-14.
Top Chord overhang(s)may be field trimmed. Webs Tens.Comp.
Plating Notes C-F 446 0
(")2 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 18.67
BC 107 0.15 16.52
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.
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
1.This drawing is not sufficient 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 if"\
TrueHouse PE No.Michael
60839
lowski
Jeffrey
58544son
PE urra
PE No.Derek B71457y Adam K PE No.Russell6
APEX
76238 Ply: 1 SEQN:17570/T38/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T25 J Wgt:60.2 lbs ... / ... 07/19/2018
810' I 13'8'
810' 610'
C,4X4(")
111 T
12
Zo 9
v-
ii,m
v 3X4(81 T)B Drs 3X4(81 T)
i �� 0 10'1'2
F
q N3X4 E
1 13'8" I
2
6'10' 6'10'
6'10. I 13'8. I- 2'
Loading Criteria(pst) 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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.006 F 999 240 B 733 /226 /505 /- /280 /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 F 999 180 D 733 /226 /505 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - J Wind reactions based on MWFRS
Des Ld: 40.00d EXP:D HORZ(TL): 0.016 F - - 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= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.596 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.807
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.115 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 84 0 C-D 255 -665
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 B-C 254 -665 D-E 84 0
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 5-6-6. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. B-F 441 -127 F-D 441 -127
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp.
Plating Notes C-F 301 0
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 15.67
BC 120 0.15 13.52
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
(IrrH) 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
T'rueHouse PE No.Michae160 39lowskirey P Nc 58544 Arneson
PEPE No.71457y Adam
PE No.7 69311
76238 Ply:1 SEQN:17575/T45/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T26✓ Wgt:60.2 lbs ... / ... 07/19/2018
64'.8 129"
6'4"8 6'4"8
C/4X4(")
/►
12
9 7
in
0 3X4 8 D 44 3X4
13x6(");� i;:3x *
I.
10 2
13X4
A 12'9" 1
6'4"8I 6'48
6'4"8 12'9"
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NAVERT(LL):-0.056 D 999 240 A 542 /165 /324 /- /167 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA V VERT(TL): 0.185 D 999 180 G 542 /165 /324 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.048 B - J Wind reactions based on MWFRS
Des Ld: 40.04 EXP:D - _, HORZ(TL): 0.093 B - - A 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: 0.661 Bearings A&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.462
Spacing:24.04 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.414 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 978 -1173 C-D 264 -580
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21 8-C 264 -580 D-E 975 -1170
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 A-F 405 -83 F-E 405 -83
Webs 2x4 SP#3 Additional Notes
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is Ply Maximum Web Forces
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 5-6-6. y(lbs)
Webs Tens.Comp.
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC C-F 293 -5
Plating Notes
(-)3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 12.75
BC 120 0.00 12.75
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
1.This drawing is not sufficient 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 if"\
APEX
TrueHouse .PEichNaoel6G08K3o9zlowski Jeffrey
Ny 58544 Arneson
PEPE No Murray71457 APE o Russell
•
• 76238 Ply:1 SEQN: 17576/T39/COMN
Custom-Roick Res. Qty: 3 FROM: DRW:
T29it Wgt:36.4 lbs ... / ... 07/19/2018
2713 5711
F 2'7"13 2,7 13
w3X4(")
12
9
a 1113X4(••)B mT
Tr
a A ' E
l .� lit' IN
8'7'2
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III•X5(") 114 5")
1 S3"11 -i
2 5'3"11
5,3„11 2'
Loading Criteria(pst) 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: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.051 C 999 240 G 392 /116 /259 /- /169 /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA W VERT(TL): 0.162 C 602 180 F 392 /116 /158 /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.182 B - At Wind reactions based on MWFRS
Des Ld: 40.00 Al EXP:D HORZ(TL): 0.224 B - - G Min Brg Width Req= 1.5
NCBCLL: 10.00 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: 0.474 Bearings G&F Fcperp=565psi.
Load Duration: 1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.300
Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.444 Maximum Top Chord Forces Per Ply(lbs)
J 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 84 0 C-D 144 -143
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 145 -143 D-E 84 0
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
3-10-12. Chords Tens.Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. G-F 91 -72
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Plating Notes B-G 302 -337 D-F 298 -337
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.00 7.31
BC 64 0.00 5.31
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
(111..11.1-
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer JfV\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
TrueHouse MichaePE No.160 3g Kozlowski Jeffrey Arneson
PE
Derek No. Murray1457Adam K PE No.7769311
APEX
•
• 76238 Ply:1 ' SEQN:17579/T54/COMN
Gusto -Roick Res. Qty: 4 FROM: DRW:
T30 Ar Wgt:77.0 lbs ... / ... 07/19/2018
I 2'6"5 I 8'10' I 15'x'11 I 178" I
2'6"5 6'3"11 6'3"11 2'6"5
C/6X8("") _
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12
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16'2'2
1 17'8" 1
2'6"5 6'3"11 6'3"11
I2,6,5 I 8'10„ I 16111 I � �p
Loading Criteria(psf) Wind Criteria Snow Criteria(P f in SF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA • PP flaflai4inn in Inr deft U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.276 F 749 240 AL
751 /308 /401 / /235 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.898 F 352 180 G 751 /308 /401 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HUHL(LL): 0.207 F - 4, Wind reactions based on MWFRS
Des Ld: 40.04 EXP:D HORZ(TL): 0.441 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:19.91 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: 0.577 Bearings A&E Fcperp=565psi.
Load Duration:1.15 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.611
Spacing:24.0"4, MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.104 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 232 -440 C-D 417 -954
Wind Duration:1.60 WAVE VIEW Ver.18.01.00B.0430.21 B-C 417 -954 D-E 232 -440
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x6 SP SS Dense 7-0-8. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-F 851 -176 F-D 851 -176
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Webs Tens.Comp.
Plating Notes C-F 272 0
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.53 15.14
BC 120 0.06 12.55
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
61) 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 ifV\
Michael G Kozlowski Jeffrey P Amason Derek B Murray Adam K Russell APEX
TrueHouse PE No 60839 PE No 58544 PE No.71457 PE No.77693
a •
76238 Ply:1 SEQN:17580/T49/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T31 4/ Wgt:77.0 lbs ... / ... 07/19/2018
I 2'6"5 I 8.10' I 1511 1 1I 17'1"8 1
2'6'5 63"11 6'3"1 1 1'11"13
C/6X8(")
I
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0
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II7
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S. A 11 7ya 16.72
1 i 16'2'2
r 171"8 i ���111111
2'6"5 I 6'3"11 I 6'3"11 i 1'1113 I
2.6"5 8'10" 15111 17'1"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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA I VERT(LL): 0.246 F 815 240 A 727 /298 /391 /- /233 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA �I VERT(TL): 0.798 F 383 180 E 728 /296 /390 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.191 F - 4 Wind reactions based on MWFRS
Des Ld: 40.00 4, EXP:D HORZ(TL): 0.406 F - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:19.91 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: 0.555 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.602
Spacing:24.04 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.105 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 187 -426 C-D 357 -922
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 345 -894 D-E 199 -426
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x6 SP SS Dense member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-F 792 -146 F-D 792 -146
Webs 2x4 SP#3 Additional Notes
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC 7-0-8. Webs Tens.Comp.
Plating Notes C-F 274 0
(")3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -2.53 14.60
BC 120 0.06 12.55
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
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.
(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 if*/\
APEX
TrueHouse PE No.Michael 08391owski JeffreyP Arneson PE No.1457y APE No.7769311
a •
76238 Ply:1 SEQN:17582/T58/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T324 Wgt:123.2 lbs ... / ... 07/19/2018
8'8" 1611"8
"8
B/4X5(")
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in
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j 1611'8 j
8'8" -I 83 8 H8'8" 16'11"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: 10.00 Speed: 130 mph Pf:NA Ce:NA 4, VERT(LL): 0.126 E 999 240 F 674 /204 /354 /- /171 /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.377 E 809 180 D 680 /226 /329 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 B - Al Wind reactions based on MWFRS
Des Ld: 40.04 EXP:D -- HORZ(TL): 0.025 B - - F Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:20.81 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: 0.638 Bearing F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.351
Spacing:24.0 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.284 Maximum Top Chord Forces Per Ply(lbs)
J 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 451 -1093 8-C 448 -1093
Wind Duration:1.60 WAVE VIEW Ver:18.01.00B.0430.21
Lumber Loading Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Bottom chord checked for 10.00 psf non-concurrent Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 live load. F-A 171 -171 E-C 780 -229
Bot chord 2x6 SP SS Dense Truss designed for unbalanced load using 0.00/1.00 A-E 780 -229 C-D 0 0
Webs 2x4 SP#3 windward/leeward factors.
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC Wind
Webs Tens.Comp.
Wind loads based on MWFRS with additional C&C
Plating Notes member design. B-E 745 -200
(")4 plate(s)require special positioning.Refer to Additional Notes
scaled plate plot details for special positioning
requirements. The overall height of this truss excluding overhang is
Plate positions consider a 0.50 inch truss perimeter 5-3-10.
edge distance.
Tray Scab(s)
(1)2x6x10-2-0 x SP SS Dense scab at left end.
Attach scab to face of chord with:0.131"x3",min.
nails @ 8"oc,plus additional nail clusters at:BRG.:
(3),heel:(4),1st panel point:(0).
(1)2x6x9-9-8 x SP SS Dense scab at right end.
Attach scab to face of chord with:0.131"x3",min.
nails @ 8"oc,plus additional nail clusters at:BRG.:
(3),heel:(4), 1st panel point:(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 2.45 14.88
BC 120 0.00 16.96
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.
(1111F1141"-
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 08391owskiJeffrey
No 58544 on
PEPE No Murray1457PE No.77769311
76238 Ply:1 SEQN:17585/T75/COMN
Custom-Roick Res. Qty: 2 FROM: DRW:
T33 4/ Wgt:99.4 lbs ... / ... 07/19/2018
4'4"13I 8'8" I 12'11"3 I 16'11"8
4'4"13 4'3"3 4'3"3 4'0"5
0=4X4
12 A;1
9
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to A
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1 1611"8 A
8'8" } 8'3"8 "I
8'8" 16'11"8
Loading Criteria(pst) 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: 10.00 Speed: 130 mph Pf:NA Ce:NA _,VERT(LL): 0.044 G 999 240 H 721 /314 /378 /- /113 /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.141 G 999 180 F 721 /314 /379 /- /- /-
BCDL: 10.00Risk Category:II Snow Duration:NA HORZ(LL): 0.016 F - J Wind reactions based on MWFRS
Des Ld: 40.00 If EXP:D HORZ(TL): 0.034 F - - H Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:21.62 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: 0.345 Bearing H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.963
Spacing:24.0W MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.584 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 6 -34 C-D 410 -899
Wind Duration:1.60 WAVE VIEW Ver.18.01.00B.0430.21 B-C 410 -899 D-E 5 -28
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 End verticals not exposed to wind pressure. H-G 1254 -626 G-F 1184 -591
Webs 2x4 SP#3
Lumber value set"13B"uses design values Additional Notes Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
5-3-10.
Plating Notes A-H 121 -148 G-D 373 -560
(")7 plate(s)require special positioning.Refer to H-B 669 -1325 D-F 642 -1272
scaled plate plot details for special positioning B-G 412 -635 E-F 111 -135
requirements. C-G 680 -240
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 16.96
BC 93 0.00 16.96
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
NOTES:
II- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(ervii) 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 ifV\
APEX
TrueHouse PE No l 0838lowskirey P No 58544 Arneson
PEPE No Murray1457PE No.77 93f1
76238 Ply:1 SEQN:17586/T79/COMN
Custom-Roick Res. Qty: 1 FROM: DRW:
T34 i Wgt:107.8 lbs ... / ... 07/19/2018
6'4'1 I 8'8" I 10'11'15_I 16'11"8
6'4'1 2'3'15 2'3'15 5'11'9
12
9 7 C=4X4
iN
W3X4(") 13X4(")
A /5X5(..) /•••101D\5X5(..) E
TI
ro
io
1
-11-I,_ :: (1711"
G F
I X:(") =5X7("") 13X8("")
A 16'11'8 j
I 88 I 83'8
I
8'8" 16'11'8
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 /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA 4 VERT(LL): 0.031 G 999 240 H 721 /268 /372 /- /60 /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 G 999 180 F 721 /264 /373 /- /- /-
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - gif Wind reactions based on MWFRS
Des Ld: 40.00/ EXP:D HORZ(TL): 0.024 F - - H Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.35 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: 0.748 Bearing H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.867
Spacing:24.0 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.912 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 12 -27 C-D 405 -848
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 405 -848 D-E 11 -23
Lumber Hangers/Ties
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Conditions may exist that require different H-G 872 -435 G-F 851 -423
Webs 2x4 SP#3 connections than indicated.Refer to manufacturer
publication for additional information.
Lumber value set"13B"uses design values MaximumWebForcesPer
approved 1/30/2013 by ALSC Bearing at location x=16'8"8 uses the following Ply(lbs)
)
support conditions:16'8"8 Webs Tens.Comp. Webs Tens. Comp.
Plating Notes Bearing F (16'8"8,17'11")LUS26 A-H 171 -215 G-D 245 -342
Supporting Member:(2)2x6 SP#2
(")7 plate(s)require special positioning.Refer to (4)0.148"x3"nails into supporting H-B 476 -950 D-F 470 -944
scaled plate plot details for special positioning member, B-G 266 -378 E-F 161 -202
requirements. (3)0.148"x3"nails into supported C-G 784 -341
Plate positions consider a 0.50 inch truss perimeter member.
edge distance.
Wind
Purlins Wind loads based on MWFRS with additional C&C
In lieu of structural panels or rigid ceiling use purlins member design.
to laterally brace chords as follows: End verticals not exposed to wind pressure.
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 16.96
BC 120 0.00 16.96
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Additional Notes
The overall height of this truss excluding overhang is
5-3-10.
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.
(111rTH) 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
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
T�rueHouse PE No 60839 PE No 58544 PE No.71457 PE No.77693
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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# Inc R Ill Rw /Rh /RL /W
TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA _/ VERT(LL): 0.211 F 694 2401 A 2816 /1311 - /- /- /4.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.602 F 360 180 E 2816 /1311 - /- /- /4.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.156 F - A, wino reactions based on MWFRS
Des Ld: 40.00 EXP:D HORZ(TL): 0.300 F - A Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:19.15 ft Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.764 Bearings A&E Fcperp=565psi.
Load Duration: 1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.575
Spacing:24.0'J MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.229 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 391 -840 C-D 675 -1533
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 B-C 675 -1533 D-E 391 -840
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x8 SP#1 to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP#2 Chord Spacing(in oc) Start(ft) End(ft)
B-F 1639 -718 F-D 1639 -718
Webs 2x4 SP#3 TC 24 -2.53 10.13
BC 88 0.12 7.47
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp.
Nailnote Wind C-F 600 -244
Nail Schedule:0.131"x3",min.nails Wind loads and reactions based on MWFRS.
Top Chord:1 Row (012.00"o.c.
Bot Chord:1 Row @ 4.25"o.c. Additional Notes
Webs :1 Row @ 4"o.c. (1)2x8x8-1-3 x SP#1 Top chord scab centered
Use equal spacing between rows and stagger nails 3-3-4 from left end.Attach to one face of chord with
in each row to avoid splitting. (4)rows of 0.131"x3",min.nails @ 6"oc,staggered
Special Loads 3".
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) (1)2x8x8-1-3 x SP#1 Top chord scab centered
TC:From 65 plf at 0.00 to 65 plf at 4.39 9-4-11 from left end.Attach to one face of chord with
TC:From 33 plf at 4.39 to 33 plf at 8.27 (4)rows of 0.131"x3",min.nails @ 6"oc,staggered
TC:From 65 plf at 8.27 to 65 plf at 12.67
BC:From 10 plf at 0.00 to 10 plf at 12.67 The overall height of this truss excluding overhang is
BC: 643 lb Conc.Load at 0.39,12.27 5-4-2.
BC: 680 lb Conc.Load at 2.39,10.27
BC: 721 lb Conc.Load at 4.39,6.33,8.27
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Plate positions consider a 0.50 inch truss perimeter
edge distance.
NOTES:
1.This drawing is not sufficient 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) 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 fi /\
TrueHouse MPE No l 0839 owski Jeffrey
58544 on
PEPE No. MurrayDerek B1457Adam K PE No.7769311
APEX
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76238 Ply:1 SEQN:17595/T53/MONO •
Custom-Roick Res. Qty: 1 FROM: DRW:
T36 Al Wgt:98.0 lbs ... / ... 07/19/2018
4'6"10 9'3" 1a11"6 18'6"
4'6"10 I 4'8"6 I 4'8"6 I- 4'6"10 'I
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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: 10.00 Speed: 130 mph Pf:NA Ce:NA J VERT(LL): 0.023 C 999 240 A 798 /249 /467 /- /141 /6.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 C 999 180 E 798 /249 /467 /- /- /6.5
BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - 4 Wind reactions based on MWFRS
Des Ld: 40.00,, EXP:D HORZ(TL): 0.020 F - - A 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= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.268 Bearings A&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2014 Max BC CSI: 0.574
Spacing:24.0' MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.122 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 423 -996 C-D 488 -929
Wind Duration:1.60 WAVE VIEW Ver:18.01.008.0430.21 • B-C 488 -929 D-E 423 -996
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 4-3-12. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 A-H 684 -211 G-F 687 -209
Webs2x4SP#3 H-G 687 -210 F-E 684 -210
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
("")3 plate(s)require special positioning.Refer to B-H 183 0 G-D 321 -146
scaled plate plot details for special positioning B-G 321 -145 F-D 183 0
requirements. C-G 180 -317
Plate positions consider a 0.50 inch truss perimeter
edge distance.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
IC 24 0.00 18.50
BC 120 0.15 18.35
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non-concurrent
live load.
Truss designed for unbalanced load using 0.00/1.00
windward/leeward factors.
Wind
Wind loads based on MWFRS with additional C&C
member design.
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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ifV\
APEX
TrueHouse PE No.l 0839 owski pErey 58544 on PE No 71457y APE No.77 sell