1588 OCEAN BLVD - REVISION TRUSSES -,-51-- -1-
`�' rJ`�'' CITY OF ATLANTIC BEACH
'' sit 800 Seminole Road
- '' ' !:=- i Atlantic Beach, Florida 32233
. . x.,,15)
J r Telephone(904)247-5800
FAX(904)247-5845
REVISION REQUEST SHEET
Date: 11113 I IS Received by: Resubmitted:
Permit Number: iS"-Sieg -• 220 y
Original Plans Examiner: /Ii Project Name:
Project Address: i 5136 OL4AA 11 L V D
Contractor: OS'S i �g,4. E`r„c Contact Name:
Jwe4e. EST(Phone : Q o 4 3,1 o -31 c c
Contact e-mail: ) c i Oss t O€vc-tnt Felt. C OM
Revision/Plan Check/Permit Fee (s) Due: $
Description of Proposed Revision to Existing Permit:
� -CR t ss -- - r�-
►4 EC._- Q .,, ■
k) s LRv s--c - z j s`7 - S -r•- 7- A
Additional Increase in Building Value: $ Additional S.F.
Site Plan Revised: Public W/U Approval:
,
• By signing below. I(print name) OUN, AP-tz .A
affirm that the above revision
is inclusive of the proposed changes.
\
Signa ure of Contractor/Agent(Contractor must sign if increase in valuation) Date •fL��
i
Office Use Only
Date: 1/° / 7 ' /5— Approved: x Rejected:
J Notified by
Plan Review Comments: SGne►1'► � 0 2 � �n� r•hfiro - • nor / -eV: '�r\ . Ye/ • , +,j - Cd r D L5 V Con rat-. .it f jO;c _c,07 cc> r �v' ✓ - solo., f`u he 1 �irk., -fa lu b 136x; YY 3
f�
•
ldin
required Ye No
ctpar:ifteSreview
/YI
Planning &Zoning / / `
Tree Administrator Plans Examiner
Public Works
Public Utilities 1/` / ?./5--
Public Safety
Fire Services Date
Created 8/20/15 Rev.2
■
Ossi Development REVISION
Site Information BP# I F 5F (2)0 c'
1588 Ocean BMJ. Duval DATE / / / (7 / 15 •
SIGNED /\7
StructurarE1 gineer of Record
Derek B. Murray
PE No. 71457 OFFICE COPY
igi3111111; (
4745 Sutton Park Court, Suite 402
Jacksonville, FL 32224 T E C H N O L O G Y
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TOLL 20 psf TOLL 40 psf
130 MPH (3 second gust) \ASCE 7-10 TCDL 07 psf TCDL 10 psf
Enclosed Structure (0.18) BOLL 10 psf BOLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category II (Res)
FBC2014 Residential/TPI-2007
Design Program: ITW VIEW v1.00.00
This Package inlcudes 106 truss designs with individual date of design
NO I JOB ID ITRS ID DATE NO JOB ID ITRS IDI DATE NO I JOB ID _TRS IDI DATE
1 15880CEANBLVD B01 11/10/2015 31 15880CEANBLVD FT01 11/10/2015 1,61 15880CEANBLVD J18 11/10/2015
2 1588OCEANBLVD B02 11/10/2015 32 1588OCEANBLVD GE01 11/10/2015 62 15880CEANBLVD 101 11/10/2015
3 15880CEANBLVD B03 11/10/2015 33 1588OCEANBLVD GE02 11/10/2015 63 15880CEANBLVD T02 11/10/2015
4 15880CEANBLVD B04 11/10/2015 34 15880CEANBLVD HJ01 11/10/2015 64 15880CEANBLVD T03 11/10/2015
5 15880CEANBLVD B05 11/10/2015 35 1588OCEANBLVD HJO2 11/10/2015 65 15880CEANBLVD T04 11/10/2015
6 15880CEANBLVD B06 11/10/2015 36 15880CEANBLVD HJ03 11/10/2015 66 15880CEANBLVD T05 11/10/2015
7 15880CEANBLVD F01 11/10/2015 37 1588OCEANBLVD HJO4 11/10/2015 67 1588OCEANBLVD T06 11/10/2015
8 1588OCEANBLVD F02 11/10/2015 38 15880CEANBLVD HJO5 11/10/2015 68 15880CEANBLVD T07 11/10/2015
9 1588OCEANBLVD F03 11/10/2015 39 1588OCEANBLVD HJO6 11/10/2015 69 15880CEANBLVD T08 11/10/2015
10 15880CEANBLVD F04 11/10/2015 40 15880CEANBLVD HJ07 11/10/2015 70 15880CEANBLVD 109 11/10/2015
11 15880CEANBLVD F05 11/10/2015 41 1588OCEANBLVD HJO8 11/10/2015 71 1588OCEANBLVD T10 11/10/2015
12 15880CEANBLVD F06 11/10/2015 42 15880CEANBLVD J01 11/10/2015 72 1588OCEANBLVD 111 11/10/2015
13 15880CEANBLVD F08 11/10/2015 43 1588OCEANBLVD J02 11/10/2015 73 15880CEANBLVD 112 11/10/2015
14 15880CEANBLVD FO8A 11/10/2015 44 1588OCEANBLVD J03 11/10/2015 74 15880CEANBLVD 113 11/10/2015
15 1588OCEANBLVD F09 11/10/2015 45 1588OCEANBLVD J04 11/10/2015 75 15880CEANBLVD 114 11/10/2015
16 1588OCEANBLVD F10 11/10/2015 46 1588OCEANBLVD J05 11/10/2015 76 15880CEANBLVD 115 11/10/2015
17 15880CEANBLVD F11 11/10/2015 47 15880CEANBLVD J06 11/10/2015 :77 15880CEANBLVD T16 11/10/2015
18 15880CEANBLVD F12 11/10/2015 48 15880CEANBLVD J07 11/10/2015. 78 15880CEANBLVD T17 11/10/2015
19 15880CEANBLVD F13 11/10/2015 49 1588OCEANBLVD J08 11/10/2015 79 15880CEANBLVD T18 11/10/2015
20 1588OCEANBLVD F14 11/10/2015 50 15880CEANBLVD J09 11/10/2015 80 15880CEANBLVD T19 11/10/2015
21 15880CEANBLVD FG01 11/10/2015 51 15880CEANBLVD J10 11/10/2015 181 15880CEANBLVD T20 11/10/2015
22 1588OCEANBLVD FG02 11/10/2015 52 15880CEANBLVD J11 11/10/2015 82 15880CEANBLVD T21 11/10/2015
23 15880CEANBLVD FG03 11/10/2015 _53 15880CEANBLVD J12 11/10/2015 83 15880CEANBLVD T22 11/10/2015
24 15880CEANBLVD FG04 11/10/2015 54 15880CEANBLVD J12A 11/10/2015 84 15880CEANBLVD T23 11/10/2015
25 15880CEANBLVD FG05 11(10/2015 55 15880CEANBLVD J13 11/10/2015 85 15880CEANBLVD T24 • 11/10/2015
26 15880CEANBLVD FG06 11/10/2015 56 15880CEANBLVD J13A 11/10/2015 86 15880CEAN: l'D 5 11/10/2015
27 15880CEANBLVD FGE01 11/10/2015 57 1588OCEANBLVD J14 11/10/20151 87 15880CE' BLVD T.. 11/10/2015
28 15880CEANBLVD FGE02 11/10/2015 58 15880CEANBLVD J15 11/10/2015 88 1 80 =/ 1'AID' T2 11/10/2015
29 15880CEANBLVD FGE03 11/10/2015 59 15880CEANBLVD J16 s{::• fL/e t 11/10/2015
30 1588OCEANBLVD FGE04 11/10/2015) 60 1588OCEANBLVD J17 11/10/2015 - . 51:0C. 'NBLV5.' - I 11/10/2015
' - __ _
Apex Technology .. o Z_
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer BusinecsU0• W •J
7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 C %-'1 Q
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawipg�' ....
. listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Buildim, (� •.
Designer,per ANSI/TPI 1-2002 Section 2 •. •.•• '.• • " C.
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)a'rlyl * •• •C c'
61G15-31.003 of the Florida Board of Professional Engineers 4 , �'P�'"11/10/2015
Job#15880CEANBLVD BEARING INFORMATION
WOODTRUSS
QTY._ SPAN DESCRIPTION 1 BRG# REACTION UPLIFT
1 32'03"00 FG01 SPEC 3.50/12 Pitch 4-Ply 1 10168.66 2777.00
2 10914.13 2672.00
1 32'03"00 FG01 SPEC 3.50/12 Pitch 4-Ply 1 10168.66 2777.00
2 10914.13 2672.00
1 09'00"00 FG02 HIPM 3.50/12 Pitch 2-Ply 1 667.92 0.00
2 708.69 0.00
1 09'00"00 FG02 HIPM 3.50/12 Pitch 2-Ply 1 667.92 0.00
2 708.69 0.00
1 09'00"00 FG03 HIPM 3.50/12 Pitch 2-Ply 1 837.23 0.00
2 909.74 0.00
1 09'00"00 FG03 HIPM 3.50/12 Pitch 2-Ply 1 837.23 0.00
2 909.74 0.00
1 13'10"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 937.66 0.00
2 987.48 0.00
1 13'10"00 FG04 FLAT 0.00/12 Pitch 2-Ply 1 937.66 0.00
2 987.48 0.00
1 06'09"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 2915.87 0.00
2 997.92 0.00
1 06'09"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 2915.87 0.00
2 997.92 0.00
1 06'09"08 FG06 FLAT 0.00/12 Pitch 2-Ply 1 2191.82 0.00
2 157.06 0.00
1 06'09"08 FG06 FLAT 0.00/12 Pitch 2-Ply 1 2191.82 0.00
2 157.06 0.00
5 09'00100 FT01 HIPM 3.50/12 Pitch 2-Ply 1 1001.97 0.00
2 847.92 0.00
5 09'00"00 FT01 HIPM 3.50/12 Pitch 2-Ply 1 1001.97 0.00
2 847.92 0.00
2 11'03"00 GE01 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00
2 1014.01 487.00
2 11'03"00 GE01 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00
2 1014.01 487.00
1 11'03"00 GE02 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00
2 1014.01 487.00
1 11'03"00 GE02 GABL 6.00/12 Pitch 1 -Ply 1 1014.01 487.00
2 1014.01 487.00
6 09'09"05 HJO1 HIP_JACK 4.24/12 Pitch 1 -Ply 1 274.38 231.00
2 294.82 130.00
3 70.70 59.00
6 09'09"05 HJO1 HIP_JACK 4.24/12 Pitch 1 -Ply 1 274.38 231.00
2 294.82 130.00
3 70.70 59.00
6 02'00"11 HJO2 MONO 4.24/12 Pitch 1 -Ply 1 235.93 111.00
2 28.64 28.00
6 02'00"11 HJO2 MONO 4.24/12 Pitch 1 -Ply 1 235.93 111.00
2 28.64 28.00
1 01'09"03 HJO3 HIP_JACK 4.24/12 Pitch 1 -Ply 1 235.42 115.00
2 25.21 0.00
3 32.96 37.00
•
Page 1 of 9
Job#15880CEANBLVD BEARING INFORMATION
QTY . SPAN DESCRIPTION BRG# REACTION UPLIFT
2 69.63 4.00
• 3 121.26 105.00
6 04'10"08 J04 JACK 6.00/12 Pitch 1 -Ply 1 160.03 44.00
2 69.63 4.00
3 121.26 105.00
12 06'10"08 J05 EJACK 6.00/12 Pitch 1 -Ply 1 225.68 65.00
2 98.23 5.00
3 170.99 150.00
12 06'10"08 J05 EJACK 6.00/12 Pitch 1 -Ply 1 225.68 65.00
2 98.23 5.00
3 170.99 150.00
18 01'06"00 J06 MONO 6.00/12 Pitch 1 -Ply 1 169.80 48.00
2 21.56 37.00
18 01'06"00 J06 MONO 6.00/12 Pitch 1 -Ply 1 169.80 48.00
2 21.56 37.00
4 01'00"00 J07 JACK 3.50/12 Pitch 1-Ply 1 289.47 180.00
2 83.32 26.00
3 298.78 98.00
4 01'00"00 J07 JACK 3.50/12 Pitch 1 -Ply 1 289.47 180.00
2 83.32 26.00
3 298.78 98.00
4 03'00"00 J08 JACK 3.50/12 Pitch 1 -Ply 1 231.55 91.00
2 30.41 3.00
3 38.22 25.00
4 03'00"00 J08 JACK 3.50/12 Pitch 1 -Ply 1 231.55 91.00
2 30.41 3.00
3 38.22 25.00
4 05'00"00 J09 JACK 3.50/12 Pitch 1 -Ply 1 278.92 90.00
2 60.74 0.00
3 98.85 54.00
4 05'00"00 J09 JACK 3.50/12 Pitch 1 -Ply 1 278.92 90.00
2 60.74 0.00
3 98.85 54.00
4 0700"00 J10 EJACK 3.50/12 Pitch 1 -Ply 1 336.81 98.00
2 89.93 0.00
3 151.95 81.00
4 07'00"00 J10 EJACK 3.50/12 Pitch 1 -Ply 1 336.81 98.00
2 89.93 0.00
3 151.95 81.00
4 01'00"00 J11 JACK 3.50/12 Pitch 1 -Ply 1 197.39 106.00
2 48.40 15.00
3 92.99 31.00
4 01'00"00 J11 JACK 3.50/12 Pitch 1 -Ply 1 197.39 106.00
2 48.40 15.00
3 92.99 31.00
3 03'00"00 J12 JACK 3.50/12 Pitch 1 -Ply 1 206.20 80.00
2 35.60 0.00
3 53.85 30.00
3 03'00"00 J12 JACK 3.50/12 Pitch 1 -Ply 1 206.20 80.00
2 35.60 0.00
3 53.85 30.00
Page 3 of 9
Job#15880CEANBLVD BEARING INFORMATION
QTY - SPAN DESCRIPTION BRG# REACTION UPLIFT
2 19'11"00 T02 MONO 6.00/12 Pitch 1-Ply 1 736.46 364.00
• 2 736.46 364.00
2 19'11"00 T02 MONO 6.00/12 Pitch 1 -Ply 1 736.46 364.00
2 736.46 364.00
4 19'11"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 736.46 367.00
2 736.46 367.00
4 1911"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 736.46 367.00
2 736.46 367.00
1 1911"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 739.97 158.00
2 650.28 139.00
1 19'11"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 739.97 158.00
2 650.28 139.00
2 19'08"00 T05 SPEC 6.00/12 Pitch 1-Ply 1 732.57 157.00
2 641.27 137.00
2 19'08"00 T05 SPEC 6.00/12 Pitch 1 -Ply 1 732.57 157.00
2 641.27 137.00
1 21'02"00 T06 MONO 6.00/12 Pitch 1 -Ply 1 794.21 448.00
2 697.32 364.00
1 21'02"00 T06 MONO 6.00/12 Pitch 1 -Ply 1 794.21 448.00
2 697.32 364.00
1 21'02"00 T07 MONO 6.00/12 Pitch 1 -Ply 1 776.13 186.00
2 696.18 151.00
1 21'02"00 T07 MONO 6.00/12 Pitch 1 -Ply 1 776.13 186.00
2 696.18 151.00
1 21'02"00 T08 MONO 6.00/12 Pitch 1 -Ply 1 776.13 179.00
2 696.18 151.00
1 21'02"00 T08 MONO 6.00/12 Pitch 1 -Ply 1 776.13 179.00
2 696.18 151.00
1 21'02"00 T09 MONO 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T09 MONO 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 2102"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'02"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 776.13 228.00
2 696.18 203.00
1 21'05"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 784.72 465.00
2 705.23 369.00
1 21'05"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 784.72 465.00
2 705.23 369.00
1 1911"00 T14 HIPS 6.00/12 Pitch 1 -Ply 1 1543.82 915.00
2 1543.15 874.00
Page 5 of 9
Job#1588OCEANBLVD BEARING INFORMATION
QTY " SPAN DESCRIPTION BRG# REACTION UPLIFT
1 32'03"00 T27 HIPS 3.50/12 Pitch 1-Ply 1 1129.01 361.00
2 1034.58 336.00
1 32'03"00 T27 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 361.00
2 1034.58 336.00
1 32'031)0 T28 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 215.00
2 1034.58 227.00
1 32'03"00 T28 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 215.00
2 1034.58 227.00
1 32'03"00 T29 HIPS 3.50/12 Pitch 1-Ply 1 1129.01 218.00
2 1034.58 207.00
1 32'03"00 T29 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 218.00
2 1034.58 207.00
1 32'03"00 T30 • HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 220.00
2 1034.58 179.00
1 32'03"00 T30 HIPS 3.50/12 Pitch 1 -Ply 1 1129.01 220.00
2 1034.58 179.00
1 32'03"00 T31 SPEC 3.50/12 Pitch 1 -Ply 1 1129.01 221.00
2 1034.58 163.00
1 32'03"00 T31 SPEC 3.50/12 Pitch 1 -Ply 1 1129.01 221.00
2 1034.58 163.00
2 20'04"00 T32 HIPM 4.00/12 Pitch 1 -Ply 1 1486.36 479.00
2 1633.54 516.00
2 20'04"00 T32 HIPM 4.00/12 Pitch 1 -Ply 1 1486.36 479.00
2 1633.54 516.00
2 20'04"00 T33 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 231.00
2 650.26 219.00
2 20'04"00 T33 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 231.00
2 650.26 219.00
2 20'04"00 T34 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 227.00
2 650.26 222.00
2 20'04"00 T34 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 227.00
2 650.26 222.00
2 20'04"00 T35 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 222.00
2 650.26 226.00
2 20'04"00 T35 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 222.00
2 650.26 226.00
1 20'04"00 136 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 111.00
2 650.26 168.00
1 20'04"00 T36 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 111.00
2 650.26 168.00
1 20'04"00 T37 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 106.00
2 650.26 155.00
1 20'04"00 T37 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 106.00
2 650.26 155.00
1 20'04"00 T38 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 102.00
2 650.26 140.00
1 20'04"00 T38 HIPM 4.00/12 Pitch 1 -Ply 1 747.56 102.00
2 650.26 140.00
1 20'04"00 T39 MONO 4.00/12 Pitch 1 -Ply 1 747.56 98.00
2 650.26 130.00
Page 7 of 9
Job#1588OCEANBLVD BEARING INFORMATION
QTY . SPAN DESCRIPTION BRG# REACTION UPLIFT
1 05'03"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 528.01 0.00
2 299.07 44.00
1 05'03"08 F09 SY42 0.00/12 Pitch 1 -Ply 1 528.01 0.00
2 299.07 44.00
5 0609"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 664.04 135.00
2 257.07 148.00
5 0609"08 F10 SY42 0.00/12 Pitch 1 -Ply 1 664.04 135.00
2 257.07 148.00
2 03'10"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 821.22 0.00
2 -226.90 0.00
2 03'10"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 821.22 0.00
2 -226.90 0.00
1 0610"00 F12 SY42 0.00/12 Pitch 1-Ply 1 108.83 0.00
2 172.93 0.00
3 127.41 0.00
1 03'10"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 108.83 0.00
2 172.93 0.00
3 127.41 0.00
4 16'05"04 F13 SY42 0.00/12 Pitch 1 -Ply 1 905.38 0.00
2 890.24 0.00
4 16'0604 F13 SY42 0.00/12 Pitch 1 -Ply 1 905.38 0.00
2 890.24 0.00
7 18'00"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 1377.99 0.00
2 876.17 0.00
7 18'00"00 F14 SY42 0.00/12 Pitch 1 -Ply 1 1377.99 0.00
2 876.17 0.00
1 15'02"12 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1667.41 0.00
2 -17.20 0.00
1 1602"12 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1667.41 0.00
2 -17.20 0.00
1 0603"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.74 0.00
2 486.34 0.00
1 05'03"08 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.74 0.00
2 486.34 0.00
1 16'05"04 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 335.98 0.00
2 -83.99 0.00
3 1531.14 0.00
1 1605"04 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 335.98 0.00
2 -83.99 0.00
3 1531.14 0.00
1 11'00"12 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.84 0.00
2 1121.04 0.00
1 11'00"12 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 70.84 0.00
2 1121.04 0.00
Total of Trusses 584
Maximun Height 07'06"08
Page 9 of 9
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1588OCEANBLVD Ply:3 SEQN:17184/T106/FLOO
Custom Qty: 1 FROM: DRW:
B02 Wgt:0.0 lbs ... / ... 11/10/15
7
c
B
A 11'1"2
1 17'6" 1 4'1" "I
217"
217"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W
TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):-0.105 A 481 240 C 11934/- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.208 A 243 208 D 7349 /- /- I- l- /3.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 4.3
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 2.7
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp.
C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0
I:NA GCpi:NA
Wind Duration:NA VIEW Ver:15.01.02F1.1028.19
Lumber
Floor Joist Header:1.750"x18.0"2.0E Microllam LVL
2.0E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @_. "o.c.(Each Row)
Repeat nailing as each layer is applied.Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
"'Warning:Fastening of plies required"'
Special Loads
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 15 plf at 0.00 to 15 plf at 1.47
From 248 plf at 1.47 to 248 plf at 7.47
From 115 plf at 7.47 to 115 plf at 9.47
From 483 plf at 9.47 to 483 plf at 21.29
From 115 plf at 21.29 to 115 plf at 21.58
1544 lb Conc.Load at 8.47
BC-10255 lb Conc.Load at 1.69
Additional Notes
Deflection meets U240 live and U208 total load.
Creep increase factor for dead load is 1.50.
The maximum concentrated load is 7459#
The overall height of this truss excluding overhang is
1-6-0.
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. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.
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 UEIZEMEM
1588OCEANBLVD Ply:2 SEQN:17193/T23/FLOG
Custom Qty: 1 FROM: DRW:
B04 Wgt:0.0 lbs ... / ... 11/10/15
T
c
B 11 11'1"2
////
16'5"4
16'5"4
16'5"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF)!Defl/CSI Criteria •Maximum Reactions(Ibs),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 - - 240 C' 1777 /- /- I- /- /28.8
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 1948 /- I- I- l- I-
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - B /2586
Des Id: 55.00 EXP:NA HORZ(TL):0.000 - - - C Min Brg Width Req= -
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Bearing C Fcperp=565psi.
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Maximum Bot Chord Forces Per Ply(Ibs)
C&C Dist a:NA ft Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
I:NA GCpi:NA B-A 0 0 B-A 0 0
Wind Duration:NA VIEW Ver:15.01.02F1.1028.19
Lumber
Floor Joist Header:1.750"x18.0"2.0E Microllam LVL
2.0E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @__"o.c.(Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Warning:Fastening of plies required—
Special Loads
----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00)
From 248 plf at 0.00 to 248 plf at 6.00
From 115 pH at 6.00 to 115 plf at 8.00
From 483 plf at 8.00 to 483 plf at 14.02
From 15 plf at 14.02 to 15 plf at 16.44
1544 lb Conc.Load at 7.00
Additional Notes
Deflection meets U240 live and U180 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
1-6-0.
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. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.
epwE ,
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
1588OCEANBLVD Ply:2 SEAN:17187/T101/FLOO
Custom Qty: 1 FROM: DRW:
B06 Wgt:0.0 lbs ... / ... 11/10/15
IA 11'1"2
IED li—
6'7"
6'7"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefllCSl Criteria •Maximum Reactions(Ibs)
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 - - 240 C 2402 /- /- /- I- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 1970 /- /- /- I- /3.5
BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000
Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp.
C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0
I:NA GCpi:NA
Wind Duration:NA VIEW Ver.15.01.02F1.1028.19
Lumber
Floor Joist Header:1.750"x18.0"2.0E Microllam LVL
2.0E Microllam LVL design properties based on ICC
ES ESR-1387,Reissued 1 Dec.2012.
Nailnote
Nail Schedule:0.131"x3",min.nails
Member : Rows @_. "o.c.(Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Warning:Fastening of plies required"'
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
From 1 plf at 0.00 to 1 plf at 6.58
BC- 838 lb Conc.Load at 0.54
BC-1766 lb Conc.Load at 2.54,4.54
Additional Notes
Deflection meets U240 live and U180 total load.
Creep increase factor for dead load is 1.50.
The overall height of this truss excluding overhang is
1-6-0.
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. If BCSI 1-03 has not
been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy.
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X
Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 iniECEICONI
1588OCEANBLVD Ply:1 SEQN:17335/T105/SY42
Custom Qty: 3 FROM: DRW:
F02 Wgt:85.4 lbs ... / ... 11/10/15
7103 8'10"§ 15'2"12
• �' 710"8 I V - 6'4"4 '..1
I—2,6"--I F-- 1
'— ~I
(TYP)
1111X3
1112X3 =tiCS 1118C3 = C3 = X3 F t?CS 11IlX3
To iwlimilli "pp.
_NIIV %%4NNNIS,
(h 11'1"2
3X4[1] =4X5[4] 1111X3 1111X3 ] =3 4[13]/
N M L K 1
=4X5[10]
1
r 15'212 i
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS'Criteria •Maximum Reactions(Ibs)
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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.167 D 999 360 N 838 I- I- l- I- I-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.262 D 698 243 I 838 /- l- I- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 B - - N Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL): 0.043 B - - I Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.536 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.885 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.402
p 9 A-B 0 0 E-F 0 -1882
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-1907 F-G 0 -1882
I:NA GCpi:NA Plate Type(s): C C.D 0-1907 G-H 0 0
Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00 D-E 0-2049
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 recommendations. N-M 1207 0 K-J 2045 0
Webs 4x2 SF'#3 Truss must be installed as shown with top chord up. M-L 2052 0 J-I 1210 0
Lumber value set"1313"uses design values The overall height of this truss excluding overhang is L-K 2049 0
approved 1/30/2013 by ALSC 1-6-0.
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite A-N 0 -107 K-E 180 -80
[1) • 3X4 1.25 L 1.25 [4] 4X5 2.25 L 1.25 N-B 0-1400 E-J 60 -470
(10] 4X5 2.00 R 1.25 [13] 3X4 1.25 R 1.25 B-M 816 0 F-J 49 -210
C-M 0 -284 J-G 785 0
Purlins M-D 82 -355 G-I 0 -1403
In lieu of structural panels or rigid ceiling use purlins D-L 57 -134 H-I 0 -105
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 15.23
BC 120 0.00 15.23
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers!Ties
(J)Hanger Support Required,by others
(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.
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17347/T50/SY42
Custom Qty: 6 FROM: DRW:
F04 Wgt:98.0 lbs / ... 11/10/15
•
J 8'1"8 I 9'3"8 I 17'2" I
•
8'1"8 12" 7'10"8
F.-2'6"-"1
(TYP)
_ III 1X3 =3X8 2X =3X
III4 =3X3 =3X3 1112X4 8 111214
T 3" a-- L L
I Ilisi =3X8 1112X4 1112X4 =3X8 =4X4[14]11 1, ,2
M L K J I
3X8
I- 1T2"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA CI:NA CAT:NA PP Deflection in loc Lldefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.187 K 999 360 N 1799 /- /- I- I- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.292 K 693 269 I 920 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.029 I - - N Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.045 I - - I Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.262
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.520 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.482 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 87 0 E-F 0 -2176
I:NA GCpi:NA Plate Type(s): B-C 0-2129 F-G 0 -2176
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2129 G-H 0 0
Lumber End Vertical Attachment D-E 0-2491
Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-30 (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" N-M 1261 0 K-J 2490 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. M-L 2490 0 J-I 1345 0
approved 1/30/2013 by ALSC L-K 2491 0
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
--(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.25 to 100 plf at 17.17 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 17.17 0-N 97 -742 K-E 28 0
BC- 855 lb Conc.Load at 0.12 Truss must be installed as shown with top chord up. N-A 0 -234 E-J 0 -367
The overall height of this truss excluding overhang is N-B 0-1570 F-J 0 -257
Plate Shift Table 1-8-0. B-M 1013 0 J-G 969 0
JT Plate Lateral Chord JT Plate Lateral Chord C-M 0 -255 G-I 0 -1560
No Size Shift Bite No Size Shift Bite M-D 0 -421 H-I 0 -107
(14) 4X4 1.25 R 1.25 D-L 30 0
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.25 17.04
BC 120 0.17 17.04
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.
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 APE;\(
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17314/T98/SY42
Custom Qty: 3 FROM: DRW:
F06 Wgt:49.0 lbs / ... 11/10/15
•
29" I 39 I 76"
2'9" 1' 3'9"
12'6" 1'11" I-1'4"-{
I A w a X3 33X3 3X3[5] III IDX3 °3X4
B F
q
_F
1 O77 ■ 11'1"2
=3 3X3 1111X3 III 1X3 . 1112X4
K J I H G
°4X5
1 6' 1 1'6".-.i
I- 7'6"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.051 G 382 360 K 222 /143 /- l- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.103 G 191 240 H 1525 /- /- /- I- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 E - - K Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL): 0.064 E - - H Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.666 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.303 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 C-D 871 0
I:NA GCpi:NA Plate Type(s): B-C 392 -107 D-E 871 0
Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00
Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs)
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 M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or K-J 110 -387 I-H 102 -399
Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire J-I 107 -392 H-G 0 -2
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"13B"uses design values narrow face. Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
Special Loads A-K 0 -147 D-H 1 -170
Truss must be installed as shown with top chord up. K-B 449 -128 H-E 0 -1239
-(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhang is
TC-From 100 plf at 0.00 to 100 plf at 7.38 g g g B-J 0 -184 E-G 13 0
BC-From 10 plf at 0.00 to 10 plf at 7.50 1-8-0. I-C 242 0 F-G 6 0
TC- 804 lb Conc.Load at 7.38 C-H 0 -865
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[5) 3X3 1.25 L 1.25
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 7.38
BC 90 0.00 7.50
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457 r
1588OCEANBLVD Ply:1 SEQN:173161 T82/SY42
Custom Qty: 1 FROM: DRW:
F08A Wgt:107.8 lbs ... / ... 11/10/15
8' 9'4"12 18'10"4
'
L. 8' f 1 4„12I 9'5"8
F-2,6"--I I-1'4"-{
(TYP)
A =4X5 C =3X3 =3X4 F ss (8 H =5)7
Tss R y) / J L / _J 1
,I\y \ 4 94
�.v �/.,■ 11'1"2
=3X8 =3X8[11)
1110 P 0 N M L K
3X8 =6X8
• 17,4„4 i 1.6"H
I 18'1174
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.173 D 999 360 Q 892 /_ /- /- /- /4.2
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.313 0 650 271 L 2882 /- /- /- 1- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - Q Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.053 B - - L Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings 0&L Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.657
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.611 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 E-F 587 -1763
I:NA GCpi:NA Plate Type(s): B-C 0-2009 F-G 587 -1763
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 0-2009 G-H 1625 0
Lumber End Vertical Attachment D-E 143-2250 H-I 1625 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-30 (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" Q-P 1222 0 N-M 2248 -148
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. P-0 2251 -139 M-L 815 -1076
approved 1/30/2013 by ALSC 0-N 2250 -143 L-K 2 0
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
---(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.13 to 100 plf at 18.73 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 18.85 Truss must be installed as shown with top chord up. R-0 0 -10 E-M 0 -1010
TC-1627 lb Conc.Load at 18.73 A-0 0 -107 F-M 14 -286
The overall height of this truss excluding overhang is 0-B 0-1436 M-G 1283 0
Plating Notes 1-8-0. B-P 919 0 G-L 0 -1752
All plates are 2X4 except as noted. C-P 0 -324 H-L 0 -281
P-D 361 -461 L-I 0 -2316
Plate Shift Table D-O 86 -210 I-K 0 -18
JT Plate Lateral Chord JT Plate Lateral Chord N-E 241 -58 J-K 0 -8
No Size Shift Bite No Size Shift Bite
[11) 3X8 4.25 R 1.25
Purlins
In lieu of structural panels or rigid ceiling use puriins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.13 18.60
BC 120 0.13 18.73
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray =_
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SUM:17298/T47/SY42
Custom Oty: 5 FROM: DRW:
F10 Wgt:47.6 lbs ... / ... 11/10/15
•
F-178---II 26" "II--1'11"-I
=3X3 1111X3 =3X4 1111X3
A B C D
T �� ,- E 8
iT
::0 J -
l 11 NE 7 gm ADF1
1112X4 ►_: 1111X3
I H G
=3X4 =3X4
I--1'9"8 1 5' 1
F 6,9„8 _'f
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.012 I 999 360 H 664 /134 /531 /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 I 794 240 F 257 /148 /55 /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.004 A - - H Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):-0.011 A - - F Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings H&F Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.378
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.137 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.101 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 358 -62 C-D 1 0
I:NA GCpi:NA Plate Type(s): B-C 358 -62
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00
Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Provide uplift connections at bearings as indicated. Chords Tens.Comp. Chords Tens. Comp.
Top chord 4x2 SP#2 UPLIFT (LB): 135 148 I-H 2 -3 G-F 206 -269
Bot chord 4x2 SP#2 BRG.LOC(FT): 1.79 6.33 H-G 206 -269
Webs 4x2 SP#3 Truss designed for 130.00 mph wind,15.00 ft mean height
with dead load of 4.20 psf(Top)and 3.00 psf(Bottom).
Lumber value set"13B"uses design values Enclosed building(SBC) Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp.
Special Loads The overall height of this truss excluding overhang is I-A 23 -18 C-G 74 0
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 1-8-0. J-I 11 8 C-F 341 261
TC-From 54 plf at 0.12 to 54 plf at 6.67 A-H 81 -469 D-F 67 -79
BC-From 10 plf at 0.00 to 10 plf at 6.79 H-B 210 -253 F-E 3 -9
TC- 270 lb Conc.Load at 0.12 H-C 163 -363
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 6.42
BC 79 -0.12 6.42
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Left cantilever is exposed to wind
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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, P E
Michael G Kozlowski Jeffrey P Arneson Derek B Murray OMICEDOEI
PE No.60839 PE No.58544 PE No.71457
15880CEANBLVD Ply:1 SUNNI:17304/T44/SY42
Custom Oty: 1 FROM: DRW:
F12 Wgt:29.4 lbs ... / ... 11/10/15
I—1'4"8—{ 1'11"8--{
.3X4
A B C
I � _ ;
11'1"2
=3X4, =3X3 \I
D
F E
r-1'8"4 1- 2'1"12----1
I– 3'10"
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 360 F. 75 /- /- /- /- /17.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.002 B 999 240 E 173 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - D 127 /- I- l- I- l-
Des Ld: 55.00 EXP:NA HORZ(TL):0.000 B - - F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.283 D Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.071 Bearings F&E Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.035
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 A-B 1 0 B-C 0 0
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 4x2 SP#2 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#2 1-8-0. F-E 44 0 E-D 44 0
Webs 4x2 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Plating Notes G-F 0 -8 B-E 0 -150
All plates are 1X3 except as noted. A-F 6 -66 B-D 0 -54
F-B 0 -65 C-D 0 -91
Purlins
In lieu of structural panels or rigid ceiling use purtins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(fl) End(ft)
TC 24 0.13 3.71
BC 43 0.13 3.71
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17349/T33/SY42
Custom Qty: 7 FROM: DRW:
F14 Wgt:100.8 lbs ... / ... 11/10/15
9'6"8 1 10'6"$ 18'
9'6"8 1' I 7'5"8
E--1'5"-.11-..--76"-I F-71"--I
(TYP)
=3X3 1112X4 =3X8 1112X4 =3X3 =3X3 1112X4 =4X5 141 1112X4
1 co _L Q_ \: ..../...,./.°' .44NN,NN,,...,.,I ,•.•00,900....°,.
1 41,_ 00000•0070 Alb.
11112
1112X4 - s-+-+-: =3X8 1112X4 =4X5[13] =4X4
P • N M L K J
=3X8 1112X4
-1,6" 1 16'6" 1
F 18'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs)
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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.149 M 999 360 O 1378 /- I- I- I- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.264 M 738 260 J 876 I- I- /- /- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 J - - 0 Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.041 J - - J Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.327
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.477 Chords Tens.Comp. Chords Tens. Comp.
C8C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 337 0 E-F 0 -2262
I:NA GCpi:NA Plate Type(s): B-C 337 0 F-G 0 -2021
Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00 C-D 0-1940 G-H 0 -2021
Lumber End Vertical Attachment D-E 0-1940 H-I 0 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical
Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 4x2 SP M-30 (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"
P-0 1 0 M-L 2262 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. O-N 1110 0 L-K 2261 0
approved 1/30/2013 by ALSC N-M 2262 0 K-J 1273 0
Additional Notes
Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs)
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp.
TC-From 100 plf at 0.12 to 100 plf at 18.00 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 18.00 P-A 0 -8 E-M 135 -94
TC- 270 lb Conc.Load at 0.12 Truss must be installed as shown with top chord up. Q_P 0 -4 L-F 118 -123
The overall height of this truss excluding overhang is A-0 0 -468 F-K 95 -462
Plate Shift Table 1-8-0. B-O 0 -258 G-K 0 -264
JT Plate Lateral Chord JT Plate Lateral Chord O-C 0-1481 K-H 873 0
No Size Shift Bite No Size Shift Bite C-N 1001 0 H-J 0 -1476
(13] 4X5 2.25 R 1.25 [14] 4X5 2.75 R 1.25 D-N 0 -289 I-J 0 -107
N-E 0 -584
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 17.87
BC 120 -0.13 17.87
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I Ties
(J)Hanger Support Required,by others
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray GEMECTICUI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:4 SEQN:17191/T68/SPEC
Custom Qty: 1 FROM: DRW:
FG01 Wgt:1131.2 lbs Page 2 of 2 ... / ... 11/10/15
Additional Notes
The maximum concentrated load is 7024#
The overall height of this truss excluding overhang is
6-2-9.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray TECHNOLOGY
PE No.60839 PE No.58544 PE No.71457
15880CEANBLVD Ply:2 SEQN:17369/T100/HIPM
Custom Qty: 1 FROM: DRW:
FG03 Wgt:92.4 Ibs ... / ... 11/10/15
... 4'4"10 6'8"5 9' _
4'4"10 2'3"11 2'3"11
12 III y4
3.5 V 4X8 D =3X3(121E
El- . I T
co M
2X4(A1)B N ^ E'"
4,"2 A Mil r` ! 11'1"2
H G
1112X4 F
III X4 =3X8[11]
4'6"6 I I 2'1"15 2'3''11
H 1'4"8 1 4'6"6 6'8"5 9
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.019 H 999 240 g 837 I- l- I- 1_ 15.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.033 H 999 180 F 910 I- l- I- I- I-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - B Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.008 F - - F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.252
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.264 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.314 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 19 0 C-D 0 -577
I:NA GCpi:NA Plate Type(s): _ B-C 0 -728 D-E 0 -577
Wind Duration:NA WAVE VIEW Ver:15.01.010.0611.00
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
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#2 to laterally brace chords as follows: B-H 673 0 G-F 7 0
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) H-G 681 0
Webs 2x4 SP#3 TC 24 -1.37 9.00
BC 106 0.15 9.00
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nailnote Hangers!lies C-H 73 0 G-E 659 0
Nail Schedule:0.131"x3",min.nails (J)Hanger Support Required,by others C-G 0 -120 E-F 0 -443
Top Chord:1 Row @ 9.50"o.c. D-G 0 -239
Bot Chord:1 Row @12.00"o.c. Additional Notes
Webs :1 Row @ 4"o.c. The overall height of this truss excluding overhang is
Use equal spacing between rows and stagger nails
in each row to avoid splitting. 1-7-8.
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 101 plf at -1.37 to 101 plf at 4.53
TC-From 50 plf at 4.53 to 50 plf at 7.50
TC-From 150 plf at 7.50 to 150 plf at 9.00
BC-From 10 plf at 0.0010 10 plf at 4.29
BC-From 5 plf at 4.29 to 5 plf at 9.00
TC- 236 lb Conc.Load at 7.50
PLT- 81 lb Conc.Load at(4.29.12.65)
PLT- 99 lb Conc.Load at(5.06,12.68),(7.06,12.68)
PLB- 78 lb Conc.Load at(4.29,11.13)
PLB- 58 lb Conc.Load at(5.06,11.13),(7.06,11.13)
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[11] 3X8 S 1.25 [12] 3X3 S 1.25
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03,
2.11 should be used in conjunction with the architectural plans during installation.
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 APE X
i, Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:2 SEAN:17361/T49/FLAT
Custom Qty: 1 FROM: DRW:
FG05 Wgt:86.8 lbs ... / ... 11/10/15
1'11"4 4'3" 6'9"8
. f' 1'11"4 .. 2'3"12 __ H
2'6"8
A=3X3
III 2 B C
X4 = X8 III 2XD
T _ .-\ •
W1 \` W7
1 a `I.II 9 ■ 11'1"2
III 2X4 =hi0[5] 1112X4 =3X CIDI
1'9"8 g 5'
111"4 2'3"12 2'6"8
1'11"4 { 4'3" { 6'9"8 H
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.006 C 999 240 G 2916 I- /- I- l- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 C 999 180 E 998 /- I- I- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 E - - G Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 E - - E Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings G&E Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.144
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.195 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.190 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 228 0 C-D 0 -19
I:NA GCpi:NA Plate Type(s): B-C 228 0
Wind Duration:NA WAVE,HS VIEW Ver:15.01.01C.0611.00
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
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 2x6 SP SS Dense to laterally brace chords as follows: H-G 1 0 F-E 461 0
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) G-F 461 0
Webs 2x4 SP#3:W1,W3,W7 2x6 SP#2: TC 24 0.00 6.79
BC 82 0.00 6.79
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Nailnote The TC of this truss shall be braced with attached q-H 11 9 C-F 37 24
spans at 24"OC in lieu of structural sheathing. A-G 0 -271 C-E 0 -492
Nail Schedule:0.131"x3",min.nails
Top Chord:2 Rows @ 4.50"o.c.(Each Row) Additional Notes G-C 0 -759 D-E 0 -267
Bot Chord:1 Row @12.00"o.c. B-G 0 -918
Webs :1 Row @ 4"o.c. Truss must be installed as shown with top chord up.
Use equal spacing between rows and stagger nails The overall height of this truss excluding overhang is
in each row to avoid splitting. 1-7-8.
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 150 plf at 0.00 to 150 plf at 2.17
TC-From 50 plf at 2.17 to 50 plf at 6.79
BC-From 5 plf at 0.00 to 5 plf at 6.79
TC- 170 lb Conc.Load at 0.00
TC- 127 lb Conc.Load at 1.65
TC-1150 lb Conc.Load at 1.71
TC- 930 lb Conc.Load at 3.65,5.65
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[5] H0310 S 1.25
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray OZECEERMNI
PE No.60839 PE No.58544 PE No.71457
11
1588OCEANBLVD Ply:1 SEQN:17333/170/SY42
Custom Qty: 1 FROM: DRW:
FGE01 Wgt:86.8 lbs ... / ...Q 11/10/15
1 1'2„$'I 1.2"8 1'78 1 'I f 1'2„a'I I 1,2'8--1 1I 2"8'I f 1,2„8 1 f x,2„8 I F.1 2„8 I^fl 2
ABA B C D E F G H I J K LM
22 11 i R , ,r e l' `�N
ip
1 f l I
;I ; ; ; t ; - ;- .......A 11'1"2
1112X4 Z Y X W V U T S R Q 1112X4
k 15'2"12 A
I 15'2"12 -1
Loading Criteria(psf) I Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs),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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 AA•111 /- /- /- /- /180
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 0 -17 /17 /- /- /- /2.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 M - - AA Min Brg Width Req= -
Des Ld: 55.00 EXP:NA HORZ(TL):0.002 M - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings AA&0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.034 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 1 0 G-H 1 0
I:NA GCpi:NA Plate Type(s): B-C 1 0 H.I 1 0
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 C-D 1 0 I-J 1 0
Lumber Additional Notes D-E 1 0 J-K 1 0
Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging E-F 1 0 K-L 1 0
F-G 1 0 L-M 1 0
Top chord 4x2 SP#3
recommendations.
Bot chord 4x2 SP#3 Truss must be installed as shown with to chord up. Maximum Bot Chord Forces Per Ply(Ibs)
Webs 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B”uses design values 1-8-0.
approved 1/30/2013 by ALSC AA-Z 0 -1 U-T 0 -1
Z-Y 0 -1 T-S 0 -1
Bracing Y-X 0 -1 S-R 0 -1
Sheathing is required for any longitudinal(drag) X-W 0 -1 R-0 0 -1
forces.All connections to be designed by the building W-V 0 -1 Q-P 0 -1
designer. V-U 0 -1 P-O 0 -1
Fasten rated sheathing to one face of this frame.
Plating Notes Maximum Web Forces Per Ply(Ibs)
g Webs Tens.Comp. Webs Tens. Comp.
All plates are 1X3 except as noted.
AB-AA 0 -9 M-O 20 0
Purlins A-AA 0 -56 O-N 0 -7
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Gable Forces Per Ply(Ibs)
Chord Spacing(in oc) Start(ft) End(ft) Gables Tens.Comp. Gables Tens. Comp.
TC 24 0.25 14.98
BC 120 0.25 15.02 B-Z 0 -146 H-T 0 -133
Apply purlins to any chords above or below fillers C-Y 0 -131 I-S 0 -134
at 24”OC unless shown otherwise above. D-X 0 -134 J-R 0 -131
E-W 0 -133 K-Q 0 -145
End Vertical Attachment F-V 0 -133 L-P 0 -100
Attach notched end vertical(s)to next end vertical G-U 0 -133
using(3)qty.10d box or(0.128'x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown.2-1/2”length wire
staples,through wide face:or(3)qty.16-Gauge,1”
Crown(minimum),1-1/2"length wire staples on each
narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEECEECOO
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17258/T26/SY42
Custom Qty: 1 FROM: DRW:
FGE03 Wgt:89.6 lbs ... / ... 11/10/15
•
1 12"8 I ,I--2 b� 11_ 2 8-1 11- 2 s-1 11 2 8'I 11 2 8'I 11--2 8'I I-1 2„$ I 11” $'I 1I' $'I I-12„s 1 1 "I•1111X3
AD B C D E F G H W 13X4 3 K L M N
T 3” r� _ c , T �, r Q
J
I
AC AB AA Z X W 1 U T S Q P
1111X3 1111X3 1111X3 1111X3 W=3X4 1111X3 1111X3 1111X3 1111X3 1111X3 III 1X3
-2'2" 1 14'3"4 1
I- 16'5"4 -{
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in()SF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 40.00 Wind Std: NA Pg:NA CI:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.035 A 431 360 AC'173 /- /- /- /- /23.3
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.055 A 275 240 AB-84 /84 /- I- I- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.028 A - - AA'109 I- /- /- /- /168
Des Ld: 55.00 EXP:NA HORZ(TL):-0.043 A - - AC Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 AB Min Brg Width Req= 1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.547 AA Min Brg Width Req= -
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.391 Bearings AC,AB,&AA Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.085
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00 A-B 9 0 H-I 9 0
Lumber Additional Notes B-C 9 0 I-J 9 0
D
Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 9 0 J-K 9 0
recommendations. E-E 9 0 K- 9 0
Top chord 4x2 SP#3 E-F 9 0 L-M 9 0
Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. F-G 9 0 M-N 9 0
Webs 4x2 SP#3 The overall height of this truss excluding overhang is G-H 9 0
Lumber value set"13B"uses design values 1-8-0.
approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs)
Bracing Chords Tens.Comp. Chords Tens. Comp.
Sheathing is required for any longitudinal(drag) AC-AB 0 -9 V-U 0 -9
forces.All connections to be designed by the building AB-AA 0 -18 U-T 0 -9
designer. AA-Z 0 -9 T-S 0 -9
Fasten rated sheathing to one face of this frame. Z-Y 0 -9 S-R 0 -9
Y-X 0 -9 R-Q 0 -9
Plating Notes X-W 0 -9 Q-P 0 -9
All plates are 2X4 except as noted. W-V 0 -9
Purlins Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use pudins Webs Tens.Comp. Webs Tens. Comp. _
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) AD-AC 9 -1 N-P 0 -73
TC 24 0.13 16.06 A-AC 0 -47 P-O 7 -2
BC 120 0.13 16.06
Apply purtins to any chords above or below fillers Maximum Gable Forces Per Ply(Ibs)
at 24"OC unless shown otherwise above.
Gables Tens.Comp. Gables Tens. Comp.
End Vertical Attachment B-AB 0 -201 H-U 0 -133
Attach notched end vertical(s)to next end vertical C-AA 0 -95 J-T 0 -133
using(3)qty.10d box or(0.128"x3"min)gun nails,or D-Z 0 -142 K-S 0 -134
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire E-Y 0 -131 L-R 0 -129
staples,through wide face;or(3)qty.16-Gauge,1" F-W 0 -134 M-Q 0 -150
Crown(minimum),1-1/2"length wire staples on each G-V 0 -133
narrow face.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 ep:;\,
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:2 SEAN:17371/T20/HIPM
Custom Qty: 5 FROM: DRW:
FT01 Wgt:92.4 lbs ... 1 ... 11/10/15
•
4'6"6 6'9"3 9'
I 4'6"6 I 2'2"13 I 2'2"13
12 III 4
3.5 ✓ 4X8 =3X3[12]E
.. a ■ + TT
u,
°2X4(A1)B 1111111 mom.
fV
ai A � � � �' 1 HDH11.1
:`-: H
1112X4 F
1112X4 =3X[11]
4'8"2 2'1"1 2'2"13
H1'4"8 - 1 4'8"2 I I 693 9
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflCSI Criteria •Maximum Reactions(Ibs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 10.00 Speed:NA mph Pf:NA Cc:NA VERT(LL): 0.018 C 999 240 B 1002 I- I- I- I- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 C 999 180 F 848 /- I- I- I- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 F - - B Min Brg Width Req= 1.5
Des Ld: 55.00 EXP:NA HORZ(TL):0.007 F - - F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing B Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.287
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.267 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.294 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 29 0 C-D 0 -532
I:NA GCpi:NA Plate Type(s): B-C 0 -704 D-E 0 -532
Wind Duration:NA WAVE VIEW Ver:15.01.01C.0611.00
Lumber Purlins Maximum Bot Chord Forces Per Ply(Ibs)
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#2 to laterally brace chords as follows: B-H 638 0 G-F 5 0
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) H-G 640 0
Webs 2x4 SP#3 TC 24 1.50 8.87
BC 106 0.02 8.87
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. Webs Tens. Comp.
Nailnote Additional Notes C-H 27 0 G-E 618 0
Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is C-G 40 -127 E-F 0 -412
Top Chord:1 Row @12.00"o.c. 1-8-0. D-G 0 -258
Bot Chord:1 Row @12.00"o.c.
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 151 plf at -1.38 to 151 plf at 7.50
TC-From 101 plf at 7.50 to 101 plf at 9.00
BC-From 10 plf at 0.00 to 10 plf at 9.00
TC- 270 lb Conc.Load at 7.50
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[11] 3X8 S 1.25 [12] 3X3 S 1.25
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17214/T12/GABL
Custom Qty: 1 FROM: DRW:
GE02 Wgt:79.8 lbs ... / ... 11/10/15
21�".I I�
1'10"7 111 4'3"8 5'7"8 6'11"8 8'3"8 11"1-1 11'3"
I 1,10„7 I I 1,4" 1,4" I 1,4" I 1,4" '" I 1,10„7 I
G.m4X4
T 12 F H
6
,
I
h f3X33X4 E • ' I 3X3 IIIH0310 5)
D • 2 J K m
in 3X4
1 a:.Ti_
IIIH0310(B5;®/ ` L
A ' a a a a ' M 21'11"
R Q P O N
1114X4(1411,4..
F-ra°a-1 2'11 8 I 14" I 14 I I 14" I 2'11"8 1-1'4"8-I
2'11•'8 4'3"8 5'7"8 6'11"8 8'3"8 11'3"
(NNL) (NNL)
I-3,4„8 I- 3'4"8 '-I
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CS1 Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 N 999 240 B 1014 /487 I- I- I- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 N 999 180 L 1014 /487 /- I- I- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.023 E - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.98 ft Code!Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 Bearings B&L Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.563
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.342 Maximum Top Chord Forces Per Ply(Ibs)
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 28 -18 G-H 519 -1164
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 496-1109 H-I 526 -1179
Lumber Purlins B-D 62 -128 1-J 530 -1196
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-E 530-1196 J-K 495 -1128
to laterally brace chords as follows: D-E 530-1196 J-L 62 128
Top chord 2x4 SP#2 E-F 526-1179 K-L 496 -1109
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) F-G 519•1164 L-M 28 18
Webs 2x4 SP#3 TC 24 -1.38 12.63
:Stack Chord SC1 2x4 SP#2: BC 120 0.00 11.25
:Stack Chord SC2 2x4 SP#2: Apply purlins to any chords above or below fillers Maximum Bot Chord Forces Per Ply(Ibs)
:LI Slider 2x4 SP#3:BLOCK LENGTH= 1.500' at 24"OC unless shown otherwise above. Chords Tens.Comp. Chords Tens. Comp.
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Loading B-R 1074 -477 P-O 1058 -470
Lumber value set"3 by LS design values Truss designed to support 8"maximum gable end R-Q 1058 -470 O-N 1058 -470
approved 1/30/2013 by ALSC overhang. Q-P 1058 -470 N-L 1074 -477
Special Loads Wind
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(Ibs)
TG From 56 plf at 1.38 to 56 plf at 1.51 Wind loads and reactions based on MWFRS. Webs Tens.Comp.
TG From 28 plf at 1.51 to 28 plf at 5.63 Additional Notes G-P 897 -389
TC-From 28 plf at 5.63 to 28 plf at 9.74
TC-From 56 plf at 9.74 to 56 plf at 12.63 See DWGS A14030ENC101014&GBLLETIN1014 for
BC-From 4 plf at -1.38 to 4 plf at 0.00 gable wind bracing requirements. Maximum Gable Forces Per Ply(Ibs)
BC-From 5 Of at 0.00 to 5 pH at 11.25 Stacked top chord must NOT be notched or cut in Gables Tens.Comp. Gables Tens. Comp.
BC-From 4 plf at 11.25 to 4 pH at 12.63 area(NNL).Dropped top chord braced at 24"o.c.
BC- 160 lb Conc.Load at 1.32,9.93 intervals.Attach stacked top chord(SC)to dropped E-R 14 11 O-H 11 10
BC- 50 lb Conc.Load at 1.51,9.74 top chord in notchable area using 3x4 tie-plates 24' F-Q 11 10 N-I 14 11
BC- 226 lb Conc.Load at 3.23,5.23,6.02,8.02 o.c.Center plate on stacked/dropped chord
BC- 22 lb Conc.Load at 3.56,7.69 interface,plate length perpendicular to chord length.
BC- 43 lb Conc.Load at 5.63 Splice top chord in notchable area using 3x6.
Plating Notes The overall height of this truss excluding overhang is
All plates are 2X4 except as noted.
3-5-13.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[14) 4X4 S 2.50
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 e PE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,
PE No.60839 PE No.58544 PE No 71457
1588OCEANBLVD Ply:1 SEAN:17192/T3/MONO
Custom Qty:6 FROM: DRW:
HJ02 Wgt:18.2 lbs .. / ... 11/10/15
• 12
4.24 III 2X4 D
3X4 C El
ii
I
i I
II H0310(E5 0
CO
C\I P1100 00
bp-
A BI ■
i ■ o 21'11"
._ III2X4E
I. 2'0"1 1
1'11"5 i 2'0"11 i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LN# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL):NA B 236 /111 /137 /- /60 /5.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA E 29 /27 /28 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C - HORZ(TL):-0.002 E - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:22.91 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.550 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.028
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.034 Maximum Top Chord Forces Per Ply(Ibs)
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 33 0 C-D 8 -26
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 232 -250
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp.
Bot chord 2x4 SP#2 B-E 2 -3
Webs 2x4 SP#3
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs)
Lumber value set"136"uses design values Webs Tens.Comp.
approved 1/30/2013 by ALSC
D-E 81 -25
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 -1.94 2.06
BC 25 0.00 2.06
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-8-8.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray liEEEICMCEE
PE No.60839 PE No.58544 PE No.71457
15880CEANBLVD Ply:1 SEAN:17228/T31/HIP_ '
Custom Qty: 1 FROM: DRW:
HJO4 Wgt:12.6 Ibs ... / ... 11/10/15
12
4.24 L
3X3
IIIH0310(E5 i "
∎, 23'0"12
N to to
A
I i 21'11"
►
►
.0 D
1'3"9
1'11"5 1 1'3"9 ..1
Loading Criteria(psf) Wind Criteria ' Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions fibs)
TCLL: 20.00 Wind Std: ASCE 7-10 i Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 94 /125 /146 /- /45 /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 19 /- /8 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D C -28 /48 /46 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):-0.002 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.78 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.282 D Min Brg Width Req=C Min Brg Width Req= --
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.008
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
•Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 19 0 B-C 133 -137
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' B-D 1 -1
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Special Loads
---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -1.94 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 1.30
BC-From 0 plf at -1.94 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 1.30
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 -1.94 1.30
BC 16 0.00 1.30
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-5-4.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray giELECISCREI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17182/T109/HIP_
Custom Qty: 1 FROM: DRW:
HJ06 Wgt:40.6 lbs ... / ... 11/10/15
5'6"8 9'101
5'6"8 4'3"9
D
2.47 o -I13'1"15
=2X40
N_
(N pp
2X4(A1) B
eel 4" A � X4MII; 1112
4FE
1'11"5 * 9'8"1 {
-2„
9'8"1 9 4"1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.040 F 999 240 B 267 /147 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.109 F 999 180 E 291 /67 /- /- I- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - D 52 /26 /- /- /- /1.5
Des Ld: 32.00 EXP:C .HORZ(TL): 0.026 F - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.422 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.961 D Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.345 Bearing B Fcperp=565psi.
Spacing:24.0" P
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00
Lumber Additional Notes A-B 11 -5 C-D 16 35
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 298 -680
Top chord 2x4 SP#2 2-4-5. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-F 676 -281 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp.
---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -1.94 to 54 plf at 0.00 C-F 292 -702
TC-From 2 plf at 0.00 to 2 plf at 9.84
BC-From 0 plf at -1.94 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.84
TC- -18 lb Conc.Load at 1.52
TC- 108 lb Conc.Load at 4.35
TC- 217 lb Conc.Load at 7.18
BC- 5 lb Conc.Load at 1.52
BC- 71 lb Conc.Load at 4.35
BC- 131 lb Conc.Load at 7.18
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 -1.94 9.84
BC 116 0.15 9.84
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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
Michael G Kozlowski Jeffrey P Arneson Derek B Murray inEEKEECONI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17186/T55/HIP_
Custom Qty: 2 FROM: DRW:
HJ08 Wgt:40.6 lbs ... / ... 11/10/15
•
5'4"3 _ 910"1
•
5'4"3 -I 4'5"14
D
12 T 13'6"2
2.83 o T-09fr
=2)(4 C
90 U)
N b
2X4(A1)B
A I) 111"2
Mil -4E
F- 1,11"5 98 1
1 9'8"1 9 fb"1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) De8ICSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 F 999 240 B 271 /155 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.071 F 999 180 E 289 /68 /- I- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 61 /31 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.023 F - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430 E Min Brg Width Req=psf -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.970 D Min Brg Width Req= -
Load Duration:1.25
Spadng:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.327 Bearing B Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber Additional Notes A-B 13 -6 C-D 19 39
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 291 -602
Top chord 2x4 SP#2 2'8 8.
2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2
Webs 2x4 x4 S Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"131"uses design values B-F 598 -270 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp.
---(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25)
TC-From O plf at -1.94 to 54 plf at 0.00 C-F 282 -625
TC-From 2 plf at 0.00 to 2 plf at 9.84
BC-From 0 plf at -1.94 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.84
TC- -22 lb Conc.Load at 1.52
TC- 111 lb Conc.Load at 4.35
TC- 222 lb Conc.Load at 7.18
BC- 8 lb Conc.Load at 1.52
BC- 74 lb Conc.Load at 4.35
BC- 133 lb Conc.Load at 7.18
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 -1.94 9.84
BC 116 0.15 9.84
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:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray CIEMZEIMI
PE No.60839 PE No.58544 PE No.71457
158BOCEANBLVD Ply:1 SEAN:17182/T8/JACK
Custom Qty: 12 FROM: DRW:
J02 Wgt:12.6 lbs ... / ... 11/10/15
C
•
12 i 23'5"15
6
ti
0
`-- co
2X4(A1) B
N
PI rj 2111"
"
A .p.m D
I— 1'4"8 1 3'
3'
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 Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 210 /80 /141 /- /94 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /- /14 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 57 /52 /28 I- I- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:22.69 ft Code 1 Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.517 D Min Brg Width Req=C Min Brg Width Req= -
-
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.093
Load Duration:1.25 p Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
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. Camp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 37 0 B-C 25 -77
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
To chord 2x4 SP#3
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
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 3.00
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray CHEECCEDSO
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17186/T17/JACK
Custom Qty:6 FROM: DRW:
J04 Wgt:15.4 lbs ... / ... 11/10/15
11 24'5"15
12
6 �
2X4(A1)
`3 21'11"
"8 4'10"8
4'8 5'
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def!CSI Criteria [•Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 160 /43 /83 I- /113 /1.5
BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL):NA C 70 /3 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - B 121 /104 /67 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.013 C - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:23.57 ft Code/Misc Criteria Creep Factor:1.5
Soffd: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.560 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.339 Chords Tens.Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 A-B 54 -98
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp.
Lumber A-C 0 0
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3
Lumber value set'13B"uses design values
approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.00 4.88
BC 59 0.00 4.88
Apply pudins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17190/T4/MONO
Custom Qty: 18 FROM: DRW:
J06 Wgt:13.3 lbs ... / ... 11/10/15
6 12 1112X4 C e
1112X4
B co
cy)
1111 W2 -
A ■
■ 1 21'11"
E1_� 1112X4[3] p
1112X4
H 1 r4U8
1'6"
U 1'6"
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefI/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Of Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 E 170 /47 /111 /- /60 /3.5
BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL): 0.000 B 999 180 D 22 /37 /16 1- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.008 C - - E Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:22.95 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.459 Bearing E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.119
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.096 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 37 0 B-C 8 -33
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#3 E-D 1 -10
Bot chord 2x4 SP#3
Webs 2x6 SP#2:W2 2x4 SP#3: Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
B-E 303 -158 C-D 63 -16
Bracing
Fasten rated sheathing to one face of this frame.
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[3] 2X4 S 2.50
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 1.50
BC 18 0.00 1.50
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.
Additional Notes
The overall height of this truss excluding overhang is
1-9-0.
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.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray iliMICILEW
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17194/T86/JACK
Custom Qty:4 FROM: DRW:
J08 Wgt:11.2 lbs / ... 11/10/15
12
3.5 i— C
�� T 12'0"4
o_
°2X4(A1) g N In
zip
A p i - 11'1"2
►z�
►=I D
3'
H- 1'4"8 I 1
3'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdeft L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 232 /90 /140 /- /42 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 30 /2 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 38 /24 /15 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.067 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 23 0 B-C 11 -25
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.38 3.00
BC 31 0.46 3.00
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
1-2-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray UOISCEEMI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17198/T88/EJAC
Custom Qty:4 FROM: DRW:
J10 Wgt:22.4 lbs ... / ... 11/10/15
•
C
3.5 12 13'2"4
0
to
r
(V
e0
2X4(A1)B N
I 111"2
H
7'
H 1'4,'8 I H
7'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 337 /97 /187 /- /83 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /- /34 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 D - - C 152 /80 /65 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.017 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.532 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.334 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 23 0 B-C 43 -64
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.37 7.00
BC 75 0.46 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
2-4-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17190/T84/JACK
Custom Qty: 3 FROM: DRW:
J12 Wgt:11.2 lbs ... / ... 11/10/15
. 12
3.5 C
1 141
o_
2X4(A1)g .
N x-
CO
-4- A / �� i - 11'1 2
=� D
1'41r8
3' i
3'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL):NA B 206 /80 /124 /- /42 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 1- /14 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 54 /29 /21 /- I- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.084 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 23 0 B-C 15 -25
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3
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
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 3.00
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-2-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17192/T83/JACK
Custom Qty: 2 FROM: DRW:
J13 Wgt:16.8 lbs ... / ... 11/10/15
12 C
3.5 L-" 11 12'7"4
0
V)
r.
2X4(A1)g
N
42 A 1 11'1"2
►
�
1,4„$ I. 5' I
Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 261 /83 /150 /- 163 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 65 /- /26 I- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 109 /57 /47 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.009 D - - Wind reactions based on MWFRS
NCBCLL: W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.428 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.298 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 23 0 B-C 30 -46
Value Set:13B(Effective 6!112013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3 Chords Tens.Comp.
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 5.00
BC 58 0.15 5.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-9-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray eagiriCai
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17194/T102/EJAC
Custom Qty: 9 FROM: DRW:
J14 Wgt:22.4 lbs ... / ... 11/10/15
C
3.5 12 f_40_1312"4
0
to
d' r
CV 00
CV
2X4(A1)B
42 A 11 11'1"2
�� D
7' J
H- 1'4"8 1 -i
7'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 321 192 /179 /- 183 15.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 94 /- /38 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - C 160 /83 /70 /- I- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.027 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.366 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): ' Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00
Lumber A-B 23 0 B-C 45 -59
Value Set:13B(Effective 611/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-0 0 0
approved 1/30/2013 by ALSC
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 -1.38 7.00
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-4-10.
NOTES: -
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE;\,
Michael G Kozlowski Jeffrey P Arneson Derek B Murray liELECECOM
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17202/T52/JACK
Custom Qty: 4 FROM: DRW:
J16 Wgt:11.2 lbs / ... 11/10/15
•
. 12 C
4
T412'2"7
co•
2X4(A1) B
ol
A II i 11'1'2
►��
►= D
3'
1'4rr$ * i
3'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in be Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 207 /65 /132 /- /48 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 I- /14 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 55 132 /24 I- I- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.243 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.091 C Min Brg Width Req= -
Load Duration:1.25 P Bearing B Fcperp=565psi.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000
C&C Dist a:3.00 ft FT/RT:30(0)!10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber A-B 26 0 B-C 18 -31
Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#3
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
Purlins•
In lieu of structural panels or rigid ceiling use purtins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.37 3.00
BC 34 0.15 3.00
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
1-4-13.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEON:17206/T54/EJAC
Custom Qty: 14 FROM: DRW:
J18 Wgt:22.4 lbs / ... 11/10/15
C
12
13'6"7
4
M
- M
Co
N M
; 4(A1r 11'1"2
D
7'
1'4"8 1
7'
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeIUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 322 /88 /190 /- /95 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /38 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 162 /87 /80 1- I- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.024 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.612 D Min Brg Width Req=P -
BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.375 C Min Brg Width Req= -
Load Duration:1.25
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00
Lumber A-B 26 0 B-C 51 -70
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -1.37 7.00
BC 75 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
2-8-13.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17218/T24/MONO
Custom Qty: 2 FROM: DRW:
T02 Wgt:89.6 lbs ... / ... 11/10/15
' 6'3 15 9' 10'11" 13'7.1 1911"
6'3"15 I 2'8"1 + 1'11" I 2'8"1 I 6'3"15
m4X4
Dm4X4 E
T. a ��
12 2X4 C Fi2X4
ED sn
o co
Er)
=3X4(A1)B G=3X4(A1)
C l l t 21'11"" ill
A °3X4 =3X4 H
K J I=3X4 —
1'4"8 1 9' 11 I 9 1'4"8,
9' 10' 1111E 19'11"
1-101-i"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefI/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.034 K 999 240 B 736 /364 1 364 /- /150 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 K 999 235 G 736 1 364 /364 I- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 I - - Wind reactions based on MWFRS
Des Id: 32.00 EXP:C HORZ(TL):0.030 I - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.19 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.330 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.112 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 37 0 E-F 475 -819
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 522-1029 F-G 522 -1029
Lumber C-D 475 -819 G-H 37 0
D-E 436 -683
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-K 857 -350 J-I 683 -194
approved 1/30/2013 by ALSC K-J 683 -194 I-G 857 -350
Purlins Maximum Web Forces Per Ply(Ibs)
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) C-K 239 -299 E-I 260 -154
TC 24 -1.38 21.29 D-K 260 -154 I-F 239 -299
BC 110 0.15 19.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
4-10-7.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray p
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17222/T63/COMN
Custom Qty: 1 FROM: DRW:
T04 Wgt:85.4 lbs ... / ... 11/10/15
•
5'7"8 9'11"8 I I 14'3"8 I 19'11"
5'7"8 4'4" 4'4" 5'7"8
0w4X4 T
— r
12
6 3 2X4 C E 0 2X4
co .• O
'v
zn
�n
=3X4(A 1)
°3X4(A1)B F
22 A I1. 6.'4. 21'11"
5X7
G i
1'4"8 10' 9'11"
1 10' { 19'11" 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.037 G 999 240 B 740 /158 /361 /- /147 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 G 999 235 F 650 /138 /292 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.033 G - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.43 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.287 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.740
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.171 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 37 0 D-E 413 -788
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 493-1061 E-F 513 -1070
Lumber C-D 394 -786
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Camp.
Webs 2x4 SP#3 B-G 894 -370 G-F 906 -372
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins C-G 231 -304 G-E 240 -319
to laterally brace chords as follows: D-G 442 -193
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 19.92
BC 120 0.15 19.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-4-3.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No 58544 PE No.71457
1588OCEANBLVD Ply:1 SEON:17230/T40/MONO
Custom Qty: 1 FROM: DRW:
T06 Wgt:109.2 lbs .. / ... 11/10/15
11" 4'0"2 11'5"8 15'9"8 212"
11'3" I 75'2 I 7'5'6 I 4.4" I 5'4"8 I
Ei4X4(R 1)
j3B1Le
S�v 12 6 " C610RS)0
T 70310E5� ' )
�.. 1 ■ - • II ":f 5 a 21'11"
• °3X4(: 1 2X4 m 3X4 a 3X8[19]
1'4"8 1'6"8 6'110 1'5"8 9'8"8
F 1'6"8 I 2,3,14 10' 'I 11'5"8 I 21'2' 'i
I 3'10
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.088 D 999 252 B 794 1447 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL): 0.172 D 999 252 G 697 /364 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.050 H - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.75 ft Code I Misc Criteria Creep Factor.1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.755 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.343 Maximum Top Chord Forces Per Ply(Ibs)
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 33 -22 D-E 502 -946
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 468 -840 E-F 465 -897
Lumber Purlins C-D 375 -699 F-G 637 -1140
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: Maximum Bot Chord Forces Per Ply(Ibs
)
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 TC 24 -1.38 21.17 B-K 578 -317 I-H 1773 -944
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.568' BC 69 0.00 21.04
Apply purlins to any chords above or below fillers K-J 1776 -939 H-G 956 522
Lumber value set"138"uses design values at 24"OC unless shown otherwise above. J-I 1773 -944
approved 1/30/2013 by ALSC
Hangers/lies Maximum Web Forces Per Ply(Ibs)
Bracing Recommended hanger connections are based on Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on manufacturer tested capacities and calculations.
member. Conditions may exist that require different C-K 576 -278 D-H 562 -1022
connections than indicated.Refer to manufacturer K-D 640-1223 E-H 448 -125
Special Loads publication for additional information. J-D 153 0 H-F 157 -226
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bearing at location x=20'11" uses the following
TC-From 56 pff at -1.38 to 56 plf at 1.25 support conditions:
TC-From 56 plf at 1.25 to 56 plf at 4.01 Bearing G (20'11",21'11")HTU26
TC-From 56 pff at 4.01 to 56 plf at 11.46 Supporting Member:(2)2x6 SP SS Dense
TC-From 56 plf at 11.46 to 56 plf at 21.17 (20)0.148"x3"nails into supporting
BC-From 4 plf at -1.38 to 4 plf at 0.00 member,
BC-From 10 plf at 0.00 to 10 plf at 21.17 (11)0.148"x1.5"nails into supported
PLT- -6 lb Conc.Load at(1.25.23.50) member.
PLB- 25 lb Conc.Load at(1.25,21.96)
Additional Notes
Plate Shift Table The overall height of this truss excluding overhang is
JT Plate Lateral Chord JT Plate Lateral Chord 5-4-3.
No Size Shift Bite No Size Shift Bite
(8] 3X4 S 1.25 [19] 3X8 S 1.25
Wind
Wind loads and reactions based on MWFRS.
NOTES: .
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD ' Ply:1 SEQN:17234/T28/MONO
Custom Qty: 1 FROM: DRW:
108 WO:105.0 Ibs ... / ... 11/10/15
.
50"8 7'5'10 11'5"8 199"8 21'2"
I 5'0"8 I 2.92 I 37,.14 I 4'4" I 94..8
F=_4X4
q 4X%SRS)
51 T 6 ;=4X4 ,^ G s2X4 T
"a I <
in in
d1 1114X100 3X40
1 �
T A B '� =3X4(B1)
li MI T 4)21'11"
-• _'4 =3X4 m X;
K J I
11'4"8 1 5.4" I 48 I 1.5"8 I 98"8 1
5'4" 10' 11'5"8 212"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 E 999 252 B 776 /179 /365 /- /146 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.116 E 999 252 H 696 /151 /313 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.038 I - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.399 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.658
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.194 Maximum Top Chord Forces Per Ply(Ibs)
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 31 0 E-F 515 -860
Wind Duration:1.60 WAVE 'VIEW Ver:15.01.01 C.0611.00 B-C 599-1052 F-G 507 -878
Lumber Wind C-D 533 -984 G-H 601 -1144
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 530 -837
To chord 2x4 SP#2 member design.
Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 812 -399 J-I 1043 -509
Lumber value set"13B"uses design values 5-43' K-J 1043 -509 I-H 963 -470
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: D-K 296 -124 F-I 502 -277
Chord Spacing(in oc) Start(ft) End(ft) K-E 208 -340 I-G 222 -293
TC 24 -1.38 21.17 E-I 320 -412
BC 120 0.00 21.04
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=20'11" uses the following
support conditions:
Bearing H (20'11",21'11")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 ep E X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray lirnanaill
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17238/T37/COMN
Custom Qty: 1 FROM: DRW:
T10 Wgt:107.8 lbs ... I ... 11/10/15
•
611" 582 11'5"8 15'9"8 217'
6,11" I 79„2 I 1'9"6'9"6 I 4'4" I 5,4..8
F=4X4
T T
a X5 14X5RS)
D EE
12
6 G;2X4
1l s0
"v a0 'v
,r) u,in
v y3X4
114X70(ES 4
1 T A sa NI 213X4(61)
�;., 1 4)21'11"
•• =3X4 =3X4 =3X8 Yl
K J I
I 1'4"8 1 77'8 I 79 8 I 1'5"8 I 9'8"8 1
7'7'8 10' 11'5"8 21'2"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 E 999 252 B 776 /228 /368 /- /146 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 E 999 252 H 696 /203 /316 /- /- I-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.024 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.044 C - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.411 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977
Spacing:24.0„ MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.200 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 30 0 E-F 507 -819
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 582-1065 F-G 496 -874
Lumber Wind C-D 510 -968 G-H 594 -1143
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 527 -801
To chord 2x4 SP#2 member design.
Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 792 -356 J-I 861 -357
Lumber value set"13B"uses design values 5-4- K-J 861 -357 I-H 962 -460
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: D-K 225 -23 F-I 524 -308
Chord Spacing(in oc) Start(ft) End(ft) K-E 60 -158 I-G 228 -293
TC 24 -1.38 21.17 E-I 259 -341
BC 119 0.00 21.04
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=20'11" uses the following
support conditions:
Bearing H (20'11",21'11")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray ,itliEEMICCEI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17242/T36/COMN
Custom Qty: 1 FROM: DRW:
T12 Wgt:103.6 lbs .. / ... 11/10/15
2'11" 5'8"2 11'5"8 15918 217'
I 211" I 792 2 I 5'9"6 I 4,4,. I 5,4„8 I
F°--4X4
602X4
0 12 1t4X5(SRS) ,p
v 6
Dm EE
� T u)
y c
90 IIIH0310(E5 3Xi
Br'
`I.1 T :23X4(87)
1 1 A ' -... 1 02111"
a3X4 — 4 _ V/
KaJ �I�
1 1,4,.8 1 3,7 8 I 6.5,8 I 1,5,8 I 98"8 1
3'7'8 10 11'5"6 212"
Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.067 E 999 252 B 776 /228 /361 /- /146 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.131 E 999 252 H 696 /203 /309 I- I- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.043 I - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.365 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.999
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.464 Maximum Top Chord Forces Per Ply(Ibs)
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 31 0 E-F 491 -905
Wind Duration:1.60 HS,WAVE VIEW Ver:15.01.01C.0611.00 B-C 549-1022 F-G 490 -886
Lumber Wind C-D 497 -948 G-H 577 -1142
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 468 -827
Top chord 2x4 SP#2 member design.
Tot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is B-K 767 -364 J-I 1332 -704
Lumber value set"13B"uses design values 5-4- K-J 1332 -704 I-H 960 -449
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purtins
to laterally brace chords as follows: D-K 457 -220 F-I 466 -211
Chord Spacing(in oc) Start(ft) End(ft) K-E 422 -670 I-G 207 -288
TC 24 -1.38 21.17 E-I 458 -624
BC 115 0.00 21.04
Apply purtins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
Recommended hanger connections are based on
manufacturer tested capacities and calculations.
Conditions may exist that require different
connections than indicated.Refer to manufacturer
publication for additional information.
Bearing at location x=20'11" uses the following
support conditions:
Bearing H (2011",21'11")HTU26
Supporting Member:(2)2x6 SP SS Dense
(20)0.148"x3"nails into supporting
member,
(11)0.148"x1.5"nails into supported
member.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray ICIEUZWEri
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17247/T1 I HIPS
Custom Qty: 1 FROM: DRW:
T14 Wgt:85.4 lbs ... / ... 11/10/15
•
•
I 7' I 12'11" I 19'11"
7' 5'11" 7'
5-15X7 5X5
C T2 D
6 12
0
11 it,
1 3X8(81)B E=3X8(Bt)
y� A Ii 2 I I I �� F 1_$21h1.,
/' III�X4 =HH310 =GX4 =\
1'4"8 1 7'1"12 I 2'10"4 I 2 7"8 I 7'3T 1 1'4T
7'1" 12 10' 12'7"8 19'11"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pt in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 I 999 240 B 1544 /915 /- I- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.214 I 999 235 E 1543 /874 /- /- /- /3.5
BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.049 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.095 G - - B Min Brg Width Req= 1.8
NCBCLL: 10.00 Mean Height:23.69 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.691 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.968
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.342 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 37 -24 D-E 1590 -2757
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1676-2763 E-F 37 -24
Lumber Additional Notes C-D 1383-2433
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2:T2 2x4 SP M-30: 3-10-7• Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-I 2395-1447 H-G 2416 -1454
Lumber value set"13B"uses design values I-H 2416-1454 G-E 2390 -1371
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
---(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp.
TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 569 -213 G-D 524 -217
TC-From 28 plf at 7.00 to 28 plf at 12.92 C-G 84 -409
TC-From 56 plf at 12.92 to 56 plf at 21.29
BC-From 4 plf at -1.38 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.06
BC-From 5 plf at 7.06 to 5 plf at 12.91
BC-From 10 plf at 12.91 to 10 plf at 19.92
BC-From 4 plf at 19.92 to 4 plf at 21.29
TC- 242 lb Conc.Load at 7.00,12.91
TC- 171 lb Conc.Load at 9.06,10.85
BC- 393 lb Conc.Load at 7.00,12.91
BC- 98 lb Conc.Load at 9.06,10.85
Purlins
In lieu of structural panels or rigid ceiling use pudins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 21.29
BC 55 0.15 19.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
NOTES: -
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:172531 T11/COMN
Custom Oty: 5 FROM: DRW:
T16 Wgt:85.4 lbs / ... 11/10/15
70"13 9'5"8 I 11103 18'11"
" I " " I "7013 2411 24 11 70 13
D=-4X4 _
2X4 C� E.02X4
6 12
co N
it)
to
2X4(A1)•'• =B F=2X4(A1) in
Ti A 5X7( 21'11"
H
1'4"8 9'5"8 9'5"8 1'4"8
A 9'5"8 I 18'11" 1 -I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 H 999 240 B 704 /207 /347 /- /156 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.057 H 999 223 F 704 /207 /347 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.025 H - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.31 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.420 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.679
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.236 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 37 0 D-E 397 -733
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 416 -939 E-F 416 -939
Lumber C-D 3% -733 F-G 37 0
Value Set:13B(Effective 6/1/2013)
op chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Tot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-I-I 771 -232 H-F 771 -256
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Purlins Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins C-H 255 -311 H-E 255 -311
to laterally brace chords as follows: D-H 620 -336
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 20.29
BC 120 0.15 18.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
The overall height of this truss excluding overhang is
5-1-3.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17249/T2/HIPS
Custom Qty: 1 FROM: DRW:
T18 Wgt:81.2 lbs ... f ... 11/10/15
•
• T 11'11" 18'11"
7' -I 4,11" I 7' I
;5X7 T2 F-4---5X5
6 1
12
p 911
c c�
in
-v
1 °3X8(81)B 3X8(B1)
�? I I 1 �� 21'11"
A III2X4 w HH310 =30X4 \F
1'4"8 7'1"12 2'10"4 1'7"8 7'3"8 1'4"8
I 1 7'1"12 I 10' I 11'7"8I 18.11" 1 '�
Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in P59 Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.105 I 999 240 B 1527 /868 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.200 I 999 223 E 1527 /904 I- I- I- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.086 G - - B Min Brg Width Req= 1.8
NCBCLL:10.00 Mean Height:23.69 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.685 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.198 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 37 -24 D-E 1646 -2713
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 B-C 1572-2716 E-F 37 -24
Lumber Additional Notes C-D 1429-2392
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is
Top chord 2x4 SP#2:T2 2x4 SP M-30: 3-10-7. Maximum Bot Chord Forces Per Ply(Ibs
)
Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-I 2352-1354 H-G 2373 -1358
Lumber value set"13B"uses design values I-H 2373-1358 G-E 2350 -1419
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at -1.38 to 56 plf at 7.00 C-I 509 -213 G-D 521 -218
TC-From 28 plf at 7.00 to 28 plf at 11.92 C-G 408 -90
TC-From 56 plf at 11.92 to 56 plf at 20.29
BC-From 4 plf at -1.38 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.01
BC-From 5 plf at 7.01 to 5 plf at 11.85
BC-From 10 plf at 11.85 to 10 plf at 18.92
BC-From 4 plf at 18.92 to 4 plf at 20.29
TC- 242 lb Conc.Load at 7.01,11.92
TC- 171 lb Conc.Load at 9.06,9.85
BC- 393 lb Conc.Load at 7.01,11.92
BC- 98 lb Conc.Load at 9.06,9.85
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 20.29
BC 56 0.15 18.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17204/T90/MONO
Custom Qty: 12 FROM: DRW:
T20 Wgt:33.6 lbs ... / ... 11/10/15
•
1112X4 C
12 •
3.5 p
N
CV C�V
2X4(A1)B
■
a2 A 11'1"2
1112X4
8i 8' i
H 1'4"8 8'S"8 H
8'S"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 381 /109 /209 /- /98 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 246 /92 /125 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 D - - Wind reactions based on MWFRS
Des Ld: 32.0u EXP:C HORZ(TL):0.030 D - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.761 Bearings B&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.305 Maximum Top Chord Forces Per Ply(Ibs)
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 0 B-C 11 -106
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00
Lumber Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013)
Chords Tens.Comp.
Top chord 2x4 SP#2 B-D 43 -26
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs)
Lumber value set"13B"uses design values Webs Tens.Comp.
approved 1/30/2013 by ALSC
C-D 173 -187
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 -1.37 8.46
BC 96 0.46 8.46
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
2-9-12.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17322!T75/HIPM
Custom Qty: 1 FROM: DRW:
T22 Wgt:112.0 lbs ... / ... 11/10/15
8'9"8 16'10"8 18'9'8 24'11"8
I 8'9"8 I 8'1" I 1.11" 62" {
=4X10 1122X4 m3E T3 X4 ll4X5l119]
3.5 12 • I m T T
(a) (a) v
- ih
iv t7
=4X4(A2)B
7ri A -_* ° ? 1 71'1"2
112X4 m 3X4 °4X8[13]
J I H 112X4[21]G
1'4"81 8'11"4 I 3'0"12 { 4'11" I 80"8 •
8'11"4 12' 16'11" 2411"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.150 J 999 297 B 894 /283 /428 /- /102 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.287 J 999 297 G 798 /264 /321 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.057 G - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.971 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.965
Spacing:24.0' MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.799 Maximum Top Chord Forces Per Ply(Ibs)
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 0 D-E 773 -1797
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 816-1971 E-F 773 -1797
Lumber Additional Notes C-D 773-1797
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2:T3 2x4 SP M-30: 2-10-15. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs2x4SP#3 B-J 1838 -829 I-H 1844 -827
Lumber value set"13B"uses design values J-I 1844 -827 H-G 29 -13
approved 1/30/2013 by ALSC
Bracing Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
(a)Continuous lateral restraint equally spaced on
member. C-J 257 0 H-F 1859 -799
C-H 309 -380 F-G 374 -760
Plate Shift Table H-D 290 -481
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[13] 4X8 2.75 R 1.25 [19] 4X5 1.50 R 1.75
[21] 2X4 S 2.75
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 -1.37 24.96
BC 86 0.15 24.96
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No 58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17206/T74/HIPM
Custom Qty: 1 FROM: DRW:
T24 Wgt:33.6 lbs ... / ... 11/10/15
F
7' 55"8
• 7' 1,5"8
1114X5 0 14X4
12 T
3.5 p
0
u�
v
N
2X4(A1)s N
7 A fl 1 1 11.1"2
F
1112X4 115X5
581- 8' •
I--1'4"8 7'1"12 I 1'3°12
7'1"12 55'8
Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.184 F 521 240 B 478 /166 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.349 F 275 180 E 684 /212 /- /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.120 C - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.605 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.741
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.494 Maximum Top Chord Forces Per Ply(Ibs)
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 -10 C-D 33 -113
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 71 -185
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(Ibs)
Top chord 2x4 SP M-30:T2 2x4 SP#2: 2-4-10. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30 B-F 122 -42 F-E 113 -33
Webs 2x4 SP#3
Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp.
Special Loads C-F 131 -131 D-E 68 -252
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 55 plf at -1.38 to 55 Of at 7.00
TC-From 55 plf at 7.00 to 55 plf at 8.46
BC-From 4 plf at -1.38 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 8.46
TC- 208 lb Conc.Load at 7.01
BC- 327 lb Conc.Load at 7.01
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 8.46
BC 96 0.46 8.46
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIBELEEMCMI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17210/T80/HIPS
Custom Qty: 1 FROM: DRW:
T26 Wgt:162.4 lbs ... / ... 11/10/15
57'12 I 11' ) 17712 I 19'3" j 23712 j 253" ' 32'5" j
5'7"12 5'4"4 6'7'12 2'0 4 4'0"12 5'11"4 3'2"
=6X5 =!(8 9)(8 9(4 FI
35X5
12
r
T 3.5 p
.'='' !112X4 I
o �3X4C T
io go o
•m 4X5(A2)B - _ "' VI
r2 A 9 ►. 1 11 1 x,1',"2
V' 1112X4 =3X= 112X4 =3 8 =3X8[24)
P 0.x8 M L K [!4X$'31]
1'4"8 5'6" 5'7"12 ,10"4 5712 374 2'11"12 9'0"4
A 5'6" I 11'1"12 112.1 172"12 20'5" 23'4"12 375" •
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSI') Defl/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.268 M 999 387 B 1134 /363 /543 /- /92 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.513 M 754 387 J 1040 /338 /408 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.135 J - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.516 Bearings B&J Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.959
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.550 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.24 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 0 E-F 966 -2157
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1212-2931 F-G 966 -2157
Lumber C-D 1074 -2472 G-H 966 -2157
D-E 1069-2354 H-I 28 -38
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-P 2775-1207 M-L 2607 -1117
approved 1/30/2013 by ALSC P-0 2775-1211 L-K 2607 -1117
0-N 2607-1117 K-J 893 -416
Plate Shift Table N-M 2607-1117
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(Ibs)
(24] 3X8 3.25 R 1.25 (31] 4X5 S 3.00 Webs Tens.Comp. Webs Tens. Comp.
Purlins P-C 131 0 E-K 227 -512
In lieu of structural panels or rigid ceiling use purlins C-0 201 -494 G-K 224 -376
to laterally brace chords as follows: 0-0 377 -81 K-H 1443 -574
Chord Spacing(in oc) Start(ft) End(ft) 0-E 146 -479 H-J 598 -1263
TC 24 -1.38 32A2 E-M 148 0 I-J 74 -93
BC 73 0.15 32.42
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
3-6-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIMMEMNI,
PE No.60839 PE No.58544 PE No 71457
1588OCEANBLVD Ply:1 SEQN:17207/T93/HIPS
Custom Qty: 1 FROM: DRW:
128 Wgt:162.4 lbs ... / ... 11/10/15
8'77 15 2171"8 253" 32'3"
F 8'2"7 ] 6'9"9 ] 51"8 ] 5'1"8 ] T
I (5 aim or
T t2 - - T
3.5 p
B s5X7C C'�4X4
to
T
co
1 -4A X502)B a
G Q
12X4 = 8 =3X8[16] = X8 =4X8[21] r 1
l_0.111'2
M L K J 1 1114X28]
14"8 87'11 59"5 51"12 51"4 4'10"4 71"12
F A 8711 12' 15'1"12 I 201" ] 251"4 ] 323" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.216 C 999 385 B 1129 /214 /552 /- /100 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 C 930 385 H 1035 /226 /415 I- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C . HORZ(TL): 0.109 H - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.992
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.825 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.22 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 0 D-E 884 -1905
Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 B-C 1120-2797 E-F 645 -1352
Lumber C-D 882-2031 F-G 636 -1456
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 B-M 2633-1105 K-J 1767 -757
Lumber value set"13B"uses design values M-L 2630-1107 J-I 1767 -757
approved 1/30/2013 by ALSC L-K 2630-1107 I-H 25 -15
Plate Shift Table
Maximum Web Forces Per Ply(Ibs)
JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp.
No Size Shift Bite No Size Shift Bite
[16] 3X8 S 1.25 [21] 4X8 S 1.25 M-C 205 0 E-I 269 -556
[28] 4X5 S 3.00 C-K 332 -814 I-F 179 -42
D-K 303 -40 I-G 1398 -573
Purlins K-E 332 -56 G-H 477 -1007
In lieu of structural panels or rigid ceiling use purtins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 32.25
BC 99 0.15 32.25
Apply puffins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-8-10.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No 71457
1588OCEANBLVD Ply:1 SEON:17211/T91/HIPS
Custom Qty: 1 FROM: DRW:
T30 Wgt:172.2 lbs ... / ... 11/10/15
•
677 1792 19 213" 269"3 32'3"
I . I I - I I ' [I 827 5611 5214 73 56 3 5513
54X5 11t(5
I a
3.5 v �3X4B Gi3X4(26)
I
0
o to 5X7C H 112X4
c� (a) i`O
v
'° T1 co
�_
-4X5(A2)B N
A =� 112X4 m 8 a3X4 a 3X: m X8 m3X4 1 11'1`2
0 N M L K J ai4X430)
1'4"8 8'2'11 3'9"5 1'5"19 5'8"2 l'1" 5'4"8 6'7"8
F- 1 8'2'11 -4 12' 11'5-10 562
19'1"12 I203� 257"8 [ 373" 1
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.197 M 999 385 B 1129 /220 1554 /- /123 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 M 999 385 I 1035 /179 /414 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.121 I - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.524 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.990
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.642 Maximum Top Chord Forces Per Ply(Ibs)
C&C Dist a:3.22 ft FT/R7":30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 23 0 E-F 696 -1450
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 1043-2784 F-G 628 -1371
Lumber Additional Notes C-D 888-2176 G-H 49 49
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 692-1547
Top chord 2x4 SP#2:T1 2x4 SP M-30: 5-10-10. Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-0 2618-1030 L-K 1346 -520
approved 1/30/2013 by ALSC 0-N 2615-1031 K-J 1346 -520
N-M 2615-1031 J-1 1221 -492
Bracing M-L 2027 -808
(a)Continuous lateral restraint equally spaced on
member. Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord 0-C 204 0 L-F 295 -124
No Size Shift Bite No Size Shift Bite C-M 242 -667 F-J 76 -135
[26) 3X4 2.25 R 1.25 [30] 4X4 1.25 R 2.75 M-D 339 -75 J-G 255 -16
D-L 306 -727 G-I 601 -1493
Purlins E-L 239 -82 H-I 104 -126
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.38 32.25
BC 106 0.15 32.25
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE
Michael G Kozlowski Jeffrey P Arneson Derek B Murray 03333:1M1`
PE No.60839 PE No 58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17221/T57/HIPM
Custom Qty: 2 FROM: DRW:
T32 Wgt:95.2 lbs ... / ... 11/10/15
7' 13'8" 20'4"
I 7' I 6'8" I 6'8"
:6X8 11120X4 T2 =6X6115]
12 EE
4p-
m � T
vi
:::, p
3X8(61)8 a ih
ayi3 A r' 'a I I I r 1 11'1"2
11112X4 =H01310 =4X`110[14] 1114X5118]
1'4"8 7'1"12 I 2'10'.4 I 3'9"4 I 6'6"12 1
7'1"12 10' 13'9"4 20'4"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef1 U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.196 I 999 242 B 1486 /479 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.373 I 649 242 F 1634 /516 I- /- I- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.074 F - - B Min Brg Width Req= 1.8
NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.950 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.926 Maximum Top Chord Forces Per Ply(Ibs)
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 26 -12 C-D 1066 -3379
Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01C.0611.00 8-C 1120-3566 D-E 1065 -3379
Lumber Purtins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs)
to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP - :T2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft)
Bot chord 2x4 SP M-30 B-I 3323-1035 H-G 3352 -1035
Webs 2x4 SP#3:W4 2x4 SP#2: TC 24 1.37 20.33 1-H 3352-1035 G-F 43 -14
BC 83 0.15 20.33
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(Ibs)
Special Loads Wind Webs Tens.Comp. Webs Tens. Comp.
--(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. C-I 487 -11 G-E 3553 -1120
TC-From 55 plf at -1.37 to 55 plf at 7.00 Right end vertical not exposed to C-G 28 -32 E-F 529 -1498
g en verca no exposeo wind pressure.
TC-From 27 plf at 7.00 to 27 plf at 20.33 D-G 439 -832
BC-From 4 plf at -1.37 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.01
BC-From 5 plf at 7.01 to 5 plf at 20.33
TC- 224 lb Conc.Load at 7.01
TC- 162 lb Conc.Load at 9.06,11.06,13.06,15.06
17.06,19.06
BC- 384 lb Conc.Load at 7.01
BC- 95 lb Conc.Load at 9.06.11.06,13.06,15.06
17.06,19.06
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite
[14] 4X10 4.50 R 1.25 [15) 6X6 2.25 R 2.00
[18] 4X5 S 3.00
Hangers I Ties
(J)Hanger Support Required,by others
Additional Notes
The overall height of this truss excluding overhang is
2-8-13.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17225/T59/HIPM
Custom Qty: 2 FROM: DRW:
T34 Wgt:103.6 lbs .. / ... 11/10/15
5'7"12 I 11' 15.8" I 20'4"
5'7"12 5'4"4 4'8" 4'8"
.3X4
D=4X4 E 1112X4 F
_------2 s :6 I
12
4 p
03X4 C
I
y o Zn
-v 'v
3X4(A1)B
ayia A $ � = 11'1"2
112X4 =3R4 3X8 =4X48)
J I H
1'4"8 1 5'6" I 4'6" 1.1"12 1 9'2"4
5'6" 10' 11 4'6"
20'4"
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 C 999 242 B 748 /226 /400 /- /143 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.127 C 999 242 G 650 /222 /284 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.039 G - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.304 Bearing 8 Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.543 Maximum Top Chord Forces Per Ply(Ibs)
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 26 0 D-E 636 -900
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 877 -1452 E-F 0 -15
Lumber C-D 611 -995
Value Set:13B(Effective 6/1/2013)
Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2
Webs2x4SP#3 B-J 1335 -993 I-H 1334 -995
Lumber value set"138"uses design values J-I 1334 -995 H-G 631 -438
approved 1/30/2013 by ALSC
Plate Shift Table Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite J-C 112 0 H-E 356 -258
[18) 4X4 S 2.75 C-H 377 -485 E-G 564 -801
D-H 142 0 F-G 79 -106
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.37 20.33
BC 101 0.15 20.33
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-0-13.
NOTES: •
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 fpn Michael G Kozlowski Jeffrey P Arneson Derek B Murray �
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:172291 T61/HIPM
Custom Qty: 1 FROM: DRW:
T36 'Wgt:103.6 lbs ... / ... 11/10/15
8'1" I 15' I 20'4"
8'1" 6'11" 5'4"
1114X5 m 3X3117]
D E
•
12
4 p
5.7.SX: r M
ze
,w3X4(A1)B
a413 A a ii ME 1 11'1"2
"=- 4 =31X4 =G: III 41181
1'4"8 8'1"5 1'10"11 51"12 5'2"4 F
I- • 8'1"5 I 10' I- 15'1"12 -I 20'4" •
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.P1 in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.061 I 999 242 B 748 /110 /412 /- /132 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 I 999 242 F 650 /167 /314 /- I- I-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.032 G - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.697 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.702
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.801 Maximum Top Chord Forces Per Ply(Ibs)
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 26 0 C-D 225 -619
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 427-1338 D-E 251 -523
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-I 1209 -542 H-G 1206 -543
Webs 2x4 SP#3 I-H 1206 -543 G-F 0 0
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs)
Plate Shift Table Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord I-C 235 0 G-E 733 -352
No Size Shift Bite No Size Shift Bite C-G 311 -734 E-F 326 -630
[17] 3X3 1.25 R 1.50 [18) 2X4 S 2.50 D-G 170 -221
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 -1.37 20.33
BC 120 0.15 20.33
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/lies
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
5-4-13.
NOTES: ,
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Arneson Derek B Murray CIORMIEWLEI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17233/T42/HIPM
Custom Qty: 1 FROM: DRW:
T38 Wgt:107.8 lbs .. / ... 11/10/15
8'1" I 13'6"11 I 19' 1 20'4"
I 8'1" 5'5"10 55"5 1'4"
w5X7
E X4 F
—12
4 -
wSXSC 1: 1II.=5X5 °—H4 II G 4 — L 11'1'2
14"8 10' 9' 1'4"
10 19' 1 20'4" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.228 H 999 242 B 748 /101 /415 /- /165 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.437 H 554 242 G 650 /140 /352 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 E - - Wind reactions based on MWFRS
Des La: 32.00 EXP:C - HORZ(TL):0.119 E - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.956 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.659
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.875 Maximum Top Chord Forces Per Ply(Ibs)
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 26 0 D-E 13 -84
Wind Duration:1.60 j WAVE VIEW Ver:15.01.01C.0611.00 B-C 357-1340 E-F 1 0
Lumber C-D 317-1114
Value Set:13B(Effective 6!112013) Maximum Bot Chord Forces Per Ply(Ibs)
Top chord 2x4 SP#2:T2 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30
Webs 2x4 SP#3 B-I 1209 -522 H-G 0 0
Lumber value set"13B"uses design values I-H 659 -300
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Ply(Ibs)
Webs Tens.Comp. Webs Tens. Comp.
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: C-I 199 -340 E-H 292 -23
Chord Spacing(in oc) Start(ft) End(ft) I-D 588 -182 F-G 134 -326
TC 24 -1.37 20.33 D-H 392 -860
BC 120 0.15 20.33
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I lies
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
6-8.13.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 OFP;;\(
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17198/T10/VAL
Custom Qty: 3 FROM: DRW:
Vol Wgt:30.8 lbs ... / ... 11/10/15
4'8"2 9'4"4
4'8"2 I 4'8"2
12 B=4X4
T
;•,00000 N 3X4(D =3X4(D1)
LT C 23'4"3
�- 9'4"4
4'8"2 4'8"2
4'8"2 9'4"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or•=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw I Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 D 999 240 A• 65 /261 /227 /- /51 /112
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.011 D - - Bearing A Fcperp=565psi.
NCBCLL:10.00 Mean Height:24.69 ft Code I Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.311 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.228 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:010 h/2 Rep Factors Used:Yes Max Web CSI: 0.158 A-B 243 -279 B-C 243 -279
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 350 -178 D-C 350 -178
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Webs Tens.Comp.
Lumber value set"13B"uses design values B-D 531 -374
approved 1/30/2013 by ALSC
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.15 9.21
BC 75 0.00 9.35
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWG VAL160101014 for valley details.
The overall height of this truss excluding overhang is
2-4-9.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE
Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEEMZEI
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEQN:17204/T41/VAL
Custom Qty: 1 FROM: DRW:
V03 Wgt:23.8 lbs ... I ... 11/10/15
3'4" 6'8"1
3'4,. I 3'4"
12
6 V B=4X4
T
so
3X4(D1) =3X4(D1)
A • 11 • C 25712
Hi 2X4
I 6'8.'1
3'4" I 3'4"
3'4" 6'8"1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.004 0 999 240 A. 64 /77 /155 I- /34 /80.1
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.004 D - - Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:26.24 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.114 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.091 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.067 A-B 125 -83 B-C 125 -83
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 131 -85 D-C 131 -85
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Webs Tens.Comp.
Webs 2x4 SP#3
Lumber value set"13B"uses design values B-D 225 -217
approved 1/30/2013 by ALSC
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 -1.01 5.37
BC 75 -1.15 5.52
Apply puriins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWG VAL160101014 for valley details.
The overall height of this truss excluding overhang is
1-8-8.
NOTES:
1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
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 APE X
Michael G Kozlowski Jeffrey P Ameson Derek B Murray
PE No.60839 PE No.58544 PE No.71457
1588OCEANBLVD Ply:1 SEAN:17208/T16/VAL
Custom Qty: 1 FROM: DRW:
V05 Wgt:37.8 lbs ... / ... 11/10/15
C
5'3" 10'6"
• 5,3" 5,3„
12 BE 4X4
N
1 -3X�4(D1 =3XC(D1)
IIID 2X4
10'6"
5'3" I 5,3"
5'3" 10'6"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs),or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL I W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.017 D 999 240 A' 65 /134 /258 /- /58 /126
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.040 D 999 180 Wind reactions based on MWFRS
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - A Min Brg Width Req= -
Des Ld: 32.00 EXP:C HORZ(TL):-0.016 D - - Bearing A Fcperp=565psi.
NCBCLL: 10.00 Mean Height:25.84 ft Code/Misc Criteria Creep Factor.1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.332 Maximum Top Chord Forces Per Ply(Ibs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.274 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.109 A-B 304 -211 B-C 304 -211
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs)
Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-D 254 -228 D-C 254 -228
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Web Forces Per Ply(Ibs)
Bot chord 2x4 SP#2 Webs Tens.Comp.
Webs 2x4 SP#3
Lumber value set"13B"uses design values B-D 367 -450
approved 1/30/2013 by ALSC
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 -0.39 9.81
BC 75 -0.54 9.96
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
See DWG VAL160101014 for valley details.
The overall height of this truss excluding overhang is
2-8-0.
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.
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 VAT )C
Michael G Kozlowski Jeffrey P Arneson Derek B Murray
PE No.60839 PE No 58544 PE No.71457