HomeMy WebLinkAboutAvalon - Trusswood - Truss Drawings (1.2.20)JobKey: 29036
Company: TRUSSWOOD
Address: 3620 BOBBI LANE
Titusville, Fl 32783-0366
Phone: (321)383-0366
Site Address: 6801 OCEAN ESTATES CT
FT PIERCE,**-
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SUPPORT REPORT JOB DESCRIPTION: 29036
WIND CODE: ASCE 7-10 WIND MPH: 170 BLDG TYPE: VARIES
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TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND
DESC SPAN-ft SIZE-in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-#
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C1 30.00 6.00 WALL 0.000 24.063 1292 -1276
C1 30.00 3.00 *Special 29.749 24.063 1131 -1478
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C1B 15.33 8.00 WALL 0.000 12.000 575 -403
C1B 15.33 8.00 WALL 14.667 12.000 672 -497
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C1C 14.67 8.00 WALL 0.000 12.000 648 -479
C1C 14.67 8.00 WALL 14.000 12.000 549 -384
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C1E 7.34 6.00 WALL 0.002 24.063 420 -513
C1E 7.34 6.00 WALL 6.836 24.063 427 -529
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C2 30.00 6.00 WALL 0.000 24.063 1267 -1283
C2 30.00 3.00 *Special 29.749 24.063 1131 -1389
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C2B 15.33 8.00 WALL 0.000 12.000 575 -444
C2B 15.33 8.00 WALL 14.667 12.000 672 -468
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C2C 14.50 8.00 WALL 0.000 12.000 641 -475
C2C 14.50 6.00 WALL 14.000 12.000 543 -380
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C2E 7.34 6.00 WALL 0.003 24.063 417 -383
C2E 7.34 1.50 NAILED 7.335 24.084 276 -288
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C3 30.00 6.00 WALL 0.000 24.063 1252 -1294
C3 30.00 3.00 *Special 29.749 24.063 1127 -1288
--------------------------------------------------------------------------------
C3B 15.33 8.00 WALL 0.000 12.000 575 -461
C3B 15.33 8.00 WALL 14.667 12.000 672 -450
--------------------------------------------------------------------------------
C4B 15.33 8.00 WALL 0.000 12.000 575 -371
C4B 15.33 8.00 WALL 14.667 12.000 672 -273
--------------------------------------------------------------------------------
C5B 30.00 8.00 WALL 0.000 12.000 545 -237
C5B 30.00 8.00 WALL 14.667 12.000 1443 -534
C5B 30.00 8.00 WALL 29.333 12.000 545 -301
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C6B 30.00 8.00 WALL 0.000 12.000 1317 -464
C6B 30.00 8.00 WALL 29.333 12.000 1317 -464
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CJ1 1.00 4.00 WALL 0.000 24.063 338 -312
CJ1 1.00 1.50 NAILED 1.000 24.063 62 -15 -53
CJ1 1.00 1.50 NAILED 1.000 24.618 109 -48 -110
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CJ1A 1.00 8.00 WALL 0.000 12.000 327 -231
CJ1A 1.00 1.50 NAILED 1.000 12.000 44 -15 -41
CJ1A 1.00 1.50 NAILED 1.000 12.555 91 -48 -106
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CJ3 3.00 3.99 WALL 0.000 24.063 267 -253
CJ3 3.00 1.50 NAILED 3.000 24.063 59 -22
CJ3 3.00 1.50 NAILED 3.000 25.618 56 -93
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CJ3A 3.00 8.00 WALL 0.000 12.000 272 -170
CJ3A 3.00 1.50 NAILED 3.000 12.000 56 -19
CJ3A 3.00 1.50 NAILED 3.000 13.555 56 -64
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CJ3B 3.00 8.00 WALL 0.000 12.000 119 -56
CJ3B 3.00 1.50 NAILED 3.000 12.000 53 -18
CJ3B 3.00 1.50 NAILED 3.000 13.555 72 -82
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CJ5 5.00 3.99 WALL 0.000 24.063 303 -297
CJ5 5.00 1.50 NAILED 4.999 24.063 89 -31
CJ5 5.00 1.50 NAILED 4.999 26.618 114 -192
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CJ5A 5.00 8.00 WALL 0.000 12.000 311 -196
CJ5A 5.00 1.50 NAILED 5.000 12.000 89 -21
CJ5A 5.00 1.50 NAILED 5.000 14.555 114 -129
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CJ5B 5.00 8.00 WALL 0.000 12.000 195 -95
CJ5B 5.00 1.50 NAILED 5.000 12.000 91 -30
CJ5B 5.00 1.50 NAILED 5.000 14.555 123 -140
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EJ3 3.00 6.00 WALL 0.000 24.063 312 -297
EJ3 3.00 1.50 NAILED 3.000 24.063 98 -61
EJ3 3.00 1.50 NAILED 3.000 25.618 56 -99
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EJ3A 3.00 6.00 WALL 0.000 24.063 267 -253
EJ3A 3.00 1.50 NAILED 3.000 24.063 59 -22
EJ3A 3.00 1.50 NAILED 3.000 25.618 56 -93
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EJ6 4.00 1.50 NAILED -0.125 12.000 69 -14
EJ6 4.00 1.50 NAILED -0.125 14.021 86 -99
EJ6 4.00 8.00 WALL 3.333 12.000 265 -180
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EJ7 7.00 6.00 WALL 0.000 24.063 369 -354
EJ7 7.00 1.50 NAILED 7.000 24.063 125 -49
EJ7 7.00 1.50 NAILED 7.000 27.618 170 -289
--------------------------------------------------------------------------------
EJ7A 7.00 6.00 WALL 0.000 24.063 369 -354
EJ7A 7.00 1.50 NAILED 7.000 24.063 125 -49
EJ7A 7.00 1.50 NAILED 7.000 27.618 170 -289
--------------------------------------------------------------------------------
F1 7.21 6.00 WALL 0.125 12.000 440 0
F1 7.21 6.00 WALL 6.833 12.000 440 0
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F2 7.33 3.00 WALL 0.000 13.750 454 0
F2 7.33 6.00 WALL 6.833 12.000 451 0
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F3 16.17 3.00 WALL 0.000 13.750 444 0
F3 16.17 6.00 WALL 6.833 12.000 1034 0
F3 16.17 4.00 WALL 15.833 12.000 584 0
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F4 8.00 4.00 WALL 3.833 12.000 1005 0
F4 8.00 4.00 WALL 7.667 12.000 168 -165 0
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F5 21.08 5.00 WALL 0.000 12.000 1318 0
F5 21.08 3.00 WALL 20.833 13.750 1321 0
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F5A 21.08 5.00 WALL 0.000 12.000 1909 0
F5A 21.08 3.00 WALL 20.833 13.750 1888 0
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F6 21.08 5.00 WALL 0.000 12.000 523 0
F6 21.08 4.00 WALL 8.917 12.000 1511 0
F6 21.08 3.00 WALL 20.833 13.750 682 0
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F7 14.96 4.00 WALL 2.792 12.000 1539 0
F7 14.96 3.00 WALL 14.708 13.750 677 0
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F7A 12.17 4.00 WALL 0.000 12.000 756 0
F7A 12.17 3.00 WALL 11.917 13.750 759 0
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F8 14.58 111.00 WALL 0.000 12.000 5217 -615
F8 14.58 3.00 WALL 14.333 13.750 1206 -145
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FG1-2PLY 21.25 7.00 WALL 0.000 12.000 4717 -843
FG1-2PLY 21.25 3.00 *Special 21.000 12.000 4717 -843
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FG2-2PLY 9.87 4.00 WALL 3.833 12.000 3145 0
FG2-2PLY 9.87 26.00 WALL 7.708 12.000 1007 0
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G1-3PLY 24.33 8.00 WALL 0.001 24.063 5506 -7547
G1-3PLY 24.33 4.00 WALL 24.001 24.063 7285 -9132
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G2 7.00 6.00 WALL 0.000 24.063 685 -859
G2 7.00 3.00 *Special 6.750 24.063 648 -817
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G3 22.00 8.00 WALL 0.000 12.000 1197 -1021
G3 22.00 8.00 WALL 21.333 12.000 1188 -1031
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G4-2PLY 14.00 3.00 *Special 0.000 12.000 2648 -915
G4-2PLY 14.00 4.00 WALL 13.667 12.000 2443 -1047
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GE1 4.00 48.00 WALL 0.000 12.000 428 -906
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H11 24.33 8.00 WALL 0.000 24.063 1007 -1150
H11 24.33 4.00 WALL 24.000 24.063 1007 -1150
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H3 7.34 6.00 WALL 0.002 24.063 387 -607
H3 7.34 6.00 WALL 6.835 24.063 403 -633
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H3C 14.67 8.00 WALL 0.000 12.000 685 -499
H3C 14.67 8.00 WALL 14.000 12.000 594 -394
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H5C 14.67 8.00 WALL 0.000 12.000 648 -482
H5C 14.67 8.00 WALL 14.000 12.000 549 -387
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H7 24.33 8.00 WALL 0.000 24.063 1899 -2091
H7 24.33 4.00 WALL 24.000 24.063 1899 -2091
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H7B 15.33 8.00 WALL 0.000 12.000 1032 -732
H7B 15.33 8.00 WALL 14.667 12.000 1130 -845
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H7C 14.67 8.00 WALL 0.000 12.000 648 -466
H7C 14.67 8.00 WALL 14.000 12.000 549 -371
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H9 24.33 8.00 WALL 0.000 24.063 1008 -1138
H9 24.33 4.00 WALL 24.000 24.063 1008 -1139
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HJ3 4.24 11.31 WALL 0.000 24.063 200 -363
HJ3 4.24 1.50 NAILED 4.242 24.063 32 0
HJ3 4.24 1.50 NAILED 4.242 25.596 47 -101
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HJ3A 4.24 11.31 WALL 0.000 12.000 200 -184
HJ3A 4.24 1.50 NAILED 4.243 12.000 22 0
HJ3A 4.24 1.50 NAILED 4.243 13.533 47 -53
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HJ7 9.90 11.31 WALL 0.000 24.063 424 -506
HJ7 9.90 1.50 NAILED 9.899 24.063 324 -210
HJ7 9.90 1.50 NAILED 9.899 27.596 247 -403
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HJ7A 9.90 11.31 WALL 0.000 24.063 424 -506
HJ7A 9.90 1.50 NAILED 9.899 24.063 324 -210
HJ7A 9.90 1.50 NAILED 9.899 27.596 247 -403
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MH11 15.33 8.00 WALL 0.000 12.000 672 -436
MH11 15.33 8.00 WALL 14.667 12.000 575 -471
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MH11A 30.00 6.00 WALL 0.000 24.063 1346 -1307
MH11A 30.00 3.00 *Special 29.749 24.063 1127 -1625
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MH11B 28.67 6.00 WALL 0.000 24.063 1212 -1252
MH11B 28.67 6.00 WALL 28.167 24.063 1082 -1172
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MH13 15.33 8.00 WALL 0.000 12.000 672 -411
MH13 15.33 8.00 WALL 14.667 12.000 575 -493
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MH13A 30.00 6.00 WALL 0.000 24.063 1335 -1229
MH13A 30.00 3.00 *Special 29.749 24.063 1131 -1570
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MH13B 30.00 6.00 WALL 0.000 24.063 1251 -1307
MH13B 30.00 3.00 *Special 29.748 24.063 1126 -1226
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MH15B 30.00 6.00 WALL 0.000 24.063 1246 -1300
MH15B 30.00 3.00 *Special 29.748 24.063 1126 -1226
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MH7 15.33 8.00 WALL 0.000 12.000 1106 -824
MH7 15.33 8.00 WALL 14.667 12.000 1299 -912
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MH7A 30.00 6.00 WALL 0.000 24.063 2328 -3480
MH7A 30.00 3.00 *Special 29.749 24.063 2424 -3542
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MH7B 28.67 6.00 WALL 0.000 24.063 2887 -3384
MH7B 28.67 6.00 WALL 28.167 24.063 2738 -3280
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MH9 15.33 8.00 WALL 0.000 12.000 672 -457
MH9 15.33 8.00 WALL 14.667 12.000 575 -455
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MH9A 30.00 6.00 WALL 0.000 24.063 1319 -1323
MH9A 30.00 3.00 *Special 29.749 24.063 1127 -1610
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MH9B 28.67 6.00 WALL 0.000 24.063 1212 -1253
MH9B 28.67 6.00 WALL 28.167 24.063 1082 -1173
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* denotes a connection calculated by the layout program.
Refer to the Alpine Hardware Catalog for a complete list of connections.
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,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W3, W7 2x4 SP M-30:
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1225 /-/-/1292/1276/366
H 1131 /-/-/1036/1478/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2707-1999
C - D 2086-1425
Chords Tens.Comp.
D - E 2123 -1387
E - F 1815 -1205
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1821-2601
L - K 1811-2596
K - J 1618-2445
Chords Tens.Comp.
J - I 1618 -2445
I - H 2337 -3510
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 472 -261
C - K 919 -688
D - K 1106-1365
K - E 892 -573
Webs Tens.Comp.
E - I 918 -601
I - F 865 -954
F - H 2243 -1493
G - H 202 -132
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.154K 999 360
VERT(CL): 0.162K 999 240
HORZ(LL):-0.063H - -
HORZ(TL): 0.069H - -
Creep Factor: 2.0
Max TC CSI: 0.810
Max BC CSI: 0.828
Max Web CSI: 0.925
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1
Ply: 1
Qty:1
Wgt: 168.0 lbs
SEQN: 216011 / T16 / SPEC
FROM: AO DRW:
.../...01/02/2020
W3
W7
A
B
C
D
E F G
HIJKL
6
12
3X5(A1)
2X4
5X8
4X5
8X14
4X8(SRS)(R)
3X5 3X4
4X5
3X5
4X6(R)
30'
7'3"4
7'3"4
14'4"
7'0"12
19'5"8
5'1"8
24'
4'6"8
30'
6'
7'3"4
7'3"4
14'4"
7'0"12
24'
9'8"
30'
6'1'6"
4"3 4'11"77'6"38'2"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W3, W7 2x4 SP M-30:
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1225 /-/-/1292/1276/366
H 1131 /-/-/1036/1478/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2707-1999
C - D 2086-1425
Chords Tens.Comp.
D - E 2123 -1387
E - F 1815 -1205
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1821-2601
L - K 1811-2596
K - J 1618-2445
Chords Tens.Comp.
J - I 1618 -2445
I - H 2337 -3510
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 472 -261
C - K 919 -688
D - K 1106-1365
K - E 892 -573
Webs Tens.Comp.
E - I 918 -601
I - F 865 -954
F - H 2243 -1493
G - H 202 -132
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.154K 999 360
VERT(CL): 0.162K 999 240
HORZ(LL):-0.063H - -
HORZ(TL): 0.069H - -
Creep Factor: 2.0
Max TC CSI: 0.810
Max BC CSI: 0.828
Max Web CSI: 0.925
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1
Ply: 1
Qty:1
Wgt: 168.0 lbs
SEQN: 216011 / T16 / SPEC
FROM: AO DRW:
.../...01/02/2020
W3
W7
A
B
C
D
E F G
HIJKL
6
12
3X5(A1)
2X4
5X8
4X5
8X14
4X8(SRS)(R)
3X5 3X4
4X5
3X5
4X6(R)
30'
7'3"4
7'3"4
14'4"
7'0"12
19'5"8
5'1"8
24'
4'6"8
30'
6'
7'3"4
7'3"4
14'4"
7'0"12
24'
9'8"
30'
6'1'6"
4"3 4'11"77'6"38'2"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 575 /-/-/357 /403 /255
C 672 /-/-/495 /497 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 8.0 Min Req =1.5
Bearings A & C are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 741 -807
B - C 709 -809
Chords Tens.Comp.
C - D 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 653 -445
Chords Tens.Comp.
E - C 653 -445
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 340 -100
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025E 999 360
VERT(CL): 0.032E 999 240
HORZ(LL):-0.016E - -
HORZ(TL): 0.020E - -
Creep Factor: 2.0
Max TC CSI: 0.716
Max BC CSI: 0.603
Max Web CSI: 0.129
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1B
Ply: 1
Qty:1
Wgt: 58.8 lbs
SEQN: 206992 / T49 / COMN
FROM: AO DRW:
.../...01/02/2020
A
B
C
DE
6
12
3X4(A1)
4X4(R1)
5X5
3X4(A1)
15'4"
7'8"
7'8"
15'4"
7'8"
7'8"
7'8"
15'4"
7'8"1'6"
4"34'2"34'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 575 /-/-/357 /403 /255
C 672 /-/-/495 /497 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 8.0 Min Req =1.5
Bearings A & C are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 741 -807
B - C 709 -809
Chords Tens.Comp.
C - D 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 653 -445
Chords Tens.Comp.
E - C 653 -445
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 340 -100
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025E 999 360
VERT(CL): 0.032E 999 240
HORZ(LL):-0.016E - -
HORZ(TL): 0.020E - -
Creep Factor: 2.0
Max TC CSI: 0.716
Max BC CSI: 0.603
Max Web CSI: 0.129
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1B
Ply: 1
Qty:1
Wgt: 58.8 lbs
SEQN: 206992 / T49 / COMN
FROM: AO DRW:
.../...01/02/2020
A
B
C
DE
6
12
3X4(A1)
4X4(R1)
5X5
3X4(A1)
15'4"
7'8"
7'8"
15'4"
7'8"
7'8"
7'8"
15'4"
7'8"1'6"
4"34'2"34'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /479 /246
D 549 /-/-/342 /384 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 687 -770
Chords Tens.Comp.
C - D 719 -767
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 620 -479
Chords Tens.Comp.
E - D 620 -479
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 324 -95
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022E 999 360
VERT(CL): 0.028E 999 240
HORZ(LL): 0.014E - -
HORZ(TL): 0.017E - -
Creep Factor: 2.0
Max TC CSI: 0.661
Max BC CSI: 0.548
Max Web CSI: 0.123
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1C
Ply: 1
Qty:2
Wgt: 58.8 lbs
SEQN: 206977 / T60 / COMN
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5
3X4(A1)
14'8"
7'4"
7'4"
14'8"
7'4"
7'4"
7'4"
14'8"
7'4"1'6"
4"34'0"34'8"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /479 /246
D 549 /-/-/342 /384 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 687 -770
Chords Tens.Comp.
C - D 719 -767
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 620 -479
Chords Tens.Comp.
E - D 620 -479
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 324 -95
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022E 999 360
VERT(CL): 0.028E 999 240
HORZ(LL): 0.014E - -
HORZ(TL): 0.017E - -
Creep Factor: 2.0
Max TC CSI: 0.661
Max BC CSI: 0.548
Max Web CSI: 0.123
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1C
Ply: 1
Qty:2
Wgt: 58.8 lbs
SEQN: 206977 / T60 / COMN
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5
3X4(A1)
14'8"
7'4"
7'4"
14'8"
7'4"
7'4"
7'4"
14'8"
7'4"1'6"
4"34'0"34'8"15
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 357 /-/-/420 /513 /181
D 372 /-/-/427 /529 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 527 -318
Chords Tens.Comp.
C - D 522 -321
D - E 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 337 -301
Chords Tens.Comp.
F - D 337 -301
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 266 -158
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.008F 999 360
VERT(CL): 0.011F 999 240
HORZ(LL): 0.004F - -
HORZ(TL): 0.005F - -
Creep Factor: 2.0
Max TC CSI: 0.552
Max BC CSI: 0.217
Max Web CSI: 0.079
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1E
Ply: 1
Qty:3
Wgt: 30.8 lbs
SEQN: 214503 / T34 / SPEC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
EF
6
12
2X4(A1)
4X4
2X4
2X4(A1)
7'4"
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"1'6"
4"22'2"32'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 357 /-/-/420 /513 /181
D 372 /-/-/427 /529 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 527 -318
Chords Tens.Comp.
C - D 522 -321
D - E 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - F 337 -301
Chords Tens.Comp.
F - D 337 -301
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - F 266 -158
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.008F 999 360
VERT(CL): 0.011F 999 240
HORZ(LL): 0.004F - -
HORZ(TL): 0.005F - -
Creep Factor: 2.0
Max TC CSI: 0.552
Max BC CSI: 0.217
Max Web CSI: 0.079
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C1E
Ply: 1
Qty:3
Wgt: 30.8 lbs
SEQN: 214503 / T34 / SPEC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
EF
6
12
2X4(A1)
4X4
2X4
2X4(A1)
7'4"
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"1'6"
4"22'2"32'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B2 2x4 SP #1:
Webs 2x4 SP #3 :W3 2x4 SP M-30:
:W4 2x4 SP #2:
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1225 /-/-/1267/1283/372
H 1131 /-/-/1034/1389/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2685-1990
C - D 2068-1419
Chords Tens.Comp.
D - E 2089 -1418
E - F 2795 -1863
F - G 9 -18
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1817-2508
K - J 1807-2502
Chords Tens.Comp.
J - I 1907 -2858
I - H 2196 -3231
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 504 -282
C - J 916 -734
D - J 1080-1304
J - E 1299 -872
Webs Tens.Comp.
E - I 797 -557
I - F 1145 -1602
F - H 2117 -1442
G - H 164 -103
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.168J 999 360
VERT(CL): 0.180J 999 240
HORZ(LL):-0.069H - -
HORZ(TL): 0.075H - -
Creep Factor: 2.0
Max TC CSI: 0.785
Max BC CSI: 0.921
Max Web CSI: 0.986
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2
Ply: 1
Qty:1
Wgt: 162.4 lbs
SEQN: 216017 / T73 / SPEC
FROM: AO DRW:
.../...01/02/2020
B2
W3 W4
A
B
C
D
E F G
HIJK
6
12
3X5(A1)
2X4
5X12
4X5
8X14
5X8
5X12
4X5
2X4
4X6(R)
30'
7'5"4
7'5"4
14'4"
6'10"12
21'5"8
7'1"8
25'8"12
4'3"4
30'
4'3"4
7'5"4
7'5"4
14'4"
6'10"12
21'5"8
7'1"8
30'
8'6"81'6"
4"3 3'11"77'6"38'2"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B2 2x4 SP #1:
Webs 2x4 SP #3 :W3 2x4 SP M-30:
:W4 2x4 SP #2:
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1225 /-/-/1267/1283/372
H 1131 /-/-/1034/1389/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2685-1990
C - D 2068-1419
Chords Tens.Comp.
D - E 2089 -1418
E - F 2795 -1863
F - G 9 -18
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1817-2508
K - J 1807-2502
Chords Tens.Comp.
J - I 1907 -2858
I - H 2196 -3231
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
K - C 504 -282
C - J 916 -734
D - J 1080-1304
J - E 1299 -872
Webs Tens.Comp.
E - I 797 -557
I - F 1145 -1602
F - H 2117 -1442
G - H 164 -103
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.168J 999 360
VERT(CL): 0.180J 999 240
HORZ(LL):-0.069H - -
HORZ(TL): 0.075H - -
Creep Factor: 2.0
Max TC CSI: 0.785
Max BC CSI: 0.921
Max Web CSI: 0.986
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2
Ply: 1
Qty:1
Wgt: 162.4 lbs
SEQN: 216017 / T73 / SPEC
FROM: AO DRW:
.../...01/02/2020
B2
W3 W4
A
B
C
D
E F G
HIJK
6
12
3X5(A1)
2X4
5X12
4X5
8X14
5X8
5X12
4X5
2X4
4X6(R)
30'
7'5"4
7'5"4
14'4"
6'10"12
21'5"8
7'1"8
25'8"12
4'3"4
30'
4'3"4
7'5"4
7'5"4
14'4"
6'10"12
21'5"8
7'1"8
30'
8'6"81'6"
4"3 3'11"77'6"38'2"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W2 2x4 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 575 /-/-/325 /444 /275
D 672 /-/-/563 /468 /-
Wind reactions based on MWFRS
H Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings H & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 700 -630
Chords Tens.Comp.
C - D 637 -794
D - E 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
H - G 0 0
G - F 393 -107
Chords Tens.Comp.
F - D 641 -381
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 617 -516
B - F 696 -776
Webs Tens.Comp.
F - C 438 -148
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.021F 999 360
VERT(CL): 0.032C 999 240
HORZ(LL): 0.015F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.706
Max BC CSI: 0.698
Max Web CSI: 0.892
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2B
Ply: 1
Qty:1
Wgt: 72.8 lbs
SEQN: 211180 / T50 / HIPM
FROM: AO DRW:
.../...01/02/2020
W2
AB C
D
EFGH
6
12
4X5(R)
3X6 5X8
5X8(R)
3X4(A1)
15'4"
2"
2"
7'8"
7'6"
15'4"
7'8"
2"
2"7'8"
7'6"
15'4"
7'8"1'6"4'2"34"3 4'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W2 2x4 SP #2:
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 575 /-/-/325 /444 /275
D 672 /-/-/563 /468 /-
Wind reactions based on MWFRS
H Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings H & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 700 -630
Chords Tens.Comp.
C - D 637 -794
D - E 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
H - G 0 0
G - F 393 -107
Chords Tens.Comp.
F - D 641 -381
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - G 617 -516
B - F 696 -776
Webs Tens.Comp.
F - C 438 -148
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.021F 999 360
VERT(CL): 0.032C 999 240
HORZ(LL): 0.015F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.706
Max BC CSI: 0.698
Max Web CSI: 0.892
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2B
Ply: 1
Qty:1
Wgt: 72.8 lbs
SEQN: 211180 / T50 / HIPM
FROM: AO DRW:
.../...01/02/2020
W2
AB C
D
EFGH
6
12
4X5(R)
3X6 5X8
5X8(R)
3X4(A1)
15'4"
2"
2"
7'8"
7'6"
15'4"
7'8"
2"
2"7'8"
7'6"
15'4"
7'8"1'6"4'2"34"3 4'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 641 /-/-/478 /475 /243
D 543 /-/-/335 /380 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 673 -751
Chords Tens.Comp.
C - D 707 -750
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 603 -471
Chords Tens.Comp.
E - D 603 -471
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 317 -84
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.017E 999 360
VERT(CL): 0.019E 999 240
HORZ(LL): 0.014E - -
HORZ(TL): 0.016E - -
Creep Factor: 2.0
Max TC CSI: 0.652
Max BC CSI: 0.530
Max Web CSI: 0.121
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2C
Ply: 1
Qty:4
Wgt: 58.8 lbs
SEQN: 206980 / T33 / COMN
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5
3X4(A1)
14'6"
7'4"
7'4"
14'6"
7'2"
7'4"
7'4"
14'6"
7'2"1'6"
4"3 5"34'0"34'8"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 641 /-/-/478 /475 /243
D 543 /-/-/335 /380 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 6.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 673 -751
Chords Tens.Comp.
C - D 707 -750
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 603 -471
Chords Tens.Comp.
E - D 603 -471
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 317 -84
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.017E 999 360
VERT(CL): 0.019E 999 240
HORZ(LL): 0.014E - -
HORZ(TL): 0.016E - -
Creep Factor: 2.0
Max TC CSI: 0.652
Max BC CSI: 0.530
Max Web CSI: 0.121
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2C
Ply: 1
Qty:4
Wgt: 58.8 lbs
SEQN: 206980 / T33 / COMN
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
E
6
12
3X4(A1)
4X4(R1)
5X5
3X4(A1)
14'6"
7'4"
7'4"
14'6"
7'2"
7'4"
7'4"
14'6"
7'2"1'6"
4"3 5"34'0"34'8"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
C2EC1E
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 374 /-/-/417 /383 /146
D 268 /-/-/276 /288 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 703 -365
Chords Tens.Comp.
C - D 707 -369
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 307 -520
Chords Tens.Comp.
E - D 308 -520
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 282 -179
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009E 999 360
VERT(CL): 0.008E 999 240
HORZ(LL): 0.004E - -
HORZ(TL): 0.005E - -
Creep Factor: 2.0
Max TC CSI: 0.530
Max BC CSI: 0.228
Max Web CSI: 0.084
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2E
Ply: 1
Qty:3
Wgt: 29.4 lbs
SEQN: 216064 / T27 / SPEC
FROM: AO DRW:
.../...12/16/2019
A
B
C
D
E
6
12
2X4(A1)
4X4
2X4
2X4(A1)
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"
4"22'2"32'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 374 /-/-/417 /383 /146
D 268 /-/-/276 /288 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 703 -365
Chords Tens.Comp.
C - D 707 -369
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 307 -520
Chords Tens.Comp.
E - D 308 -520
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 282 -179
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.92 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.009E 999 360
VERT(CL): 0.008E 999 240
HORZ(LL): 0.004E - -
HORZ(TL): 0.005E - -
Creep Factor: 2.0
Max TC CSI: 0.530
Max BC CSI: 0.228
Max Web CSI: 0.084
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C2E
Ply: 1
Qty:3
Wgt: 29.4 lbs
SEQN: 216064 / T27 / SPEC
FROM: AO DRW:
.../...12/16/2019
A
B
C
D
E
6
12
2X4(A1)
4X4
2X4
2X4(A1)
3'8"
3'8"
7'4"
3'8"
3'8"
3'8"
7'4"
3'8"1'6"
4"22'2"32'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W3, W5 2x4 SP M-30:
:W7 2x4 SP #2:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1252/1294/379
H 1127 /-/-/1034/1288/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2697-2006
C - D 2074-1433
Chords Tens.Comp.
D - E 2137 -1392
E - F 3928 -2617
F - G 3271 -2208
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1825-2454
L - K 1816-2448
K - J 1601-2274
Chords Tens.Comp.
J - I 1601 -2274
I - H 23 -34
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 475 -265
C - K 931 -689
D - K 1095-1434
K - E 925 -577
Webs Tens.Comp.
E - I 1123 -1632
F - I 2223 -1476
I - G 2366 -3506
G - H 1588 -1075
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.229F 999 360
VERT(CL): 0.244F 999 240
HORZ(LL):-0.063C - -
HORZ(TL): 0.068C - -
Creep Factor: 2.0
Max TC CSI: 0.989
Max BC CSI: 0.795
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C3
Ply: 1
Qty:1
Wgt: 165.2 lbs
SEQN: 216024 / T72 / SPEC
FROM: AO DRW:
.../...01/02/2020
W3
W5 W7
(a)
A
B
C
D
E
F G
HIJKL
6
12
3X5(A1)
2X4
5X8
4X5
8X14
3X5
3X5
5X7(SRS)
4X10
5X7
3X6
30'
7'4"2
7'4"2
14'4"
6'11"14
18'11"10
4'7"10
23'5"8
4'5"14
30'
6'6"8
7'4"2
7'4"2
14'4"
6'11"14
23'5"8
9'1"8
30'
6'6"81'6"
4"3 2'11"77'6"38'2"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3 :W3, W5 2x4 SP M-30:
:W7 2x4 SP #2:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1252/1294/379
H 1127 /-/-/1034/1288/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2697-2006
C - D 2074-1433
Chords Tens.Comp.
D - E 2137 -1392
E - F 3928 -2617
F - G 3271 -2208
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - L 1825-2454
L - K 1816-2448
K - J 1601-2274
Chords Tens.Comp.
J - I 1601 -2274
I - H 23 -34
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
L - C 475 -265
C - K 931 -689
D - K 1095-1434
K - E 925 -577
Webs Tens.Comp.
E - I 1123 -1632
F - I 2223 -1476
I - G 2366 -3506
G - H 1588 -1075
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.59 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.229F 999 360
VERT(CL): 0.244F 999 240
HORZ(LL):-0.063C - -
HORZ(TL): 0.068C - -
Creep Factor: 2.0
Max TC CSI: 0.989
Max BC CSI: 0.795
Max Web CSI: 0.840
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C3
Ply: 1
Qty:1
Wgt: 165.2 lbs
SEQN: 216024 / T72 / SPEC
FROM: AO DRW:
.../...01/02/2020
W3
W5 W7
(a)
A
B
C
D
E
F G
HIJKL
6
12
3X5(A1)
2X4
5X8
4X5
8X14
3X5
3X5
5X7(SRS)
4X10
5X7
3X6
30'
7'4"2
7'4"2
14'4"
6'11"14
18'11"10
4'7"10
23'5"8
4'5"14
30'
6'6"8
7'4"2
7'4"2
14'4"
6'11"14
23'5"8
9'1"8
30'
6'6"81'6"
4"3 2'11"77'6"38'2"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/359 /461 /334
E 672 /-/-/582 /450 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 492 -441
C - D 451 -548
Chords Tens.Comp.
D - E 634 -822
E - F 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - H 0 0
H - G 466 -117
Chords Tens.Comp.
G - E 688 -421
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 644 -543
B - G 597 -666
Webs Tens.Comp.
G - C 331 -70
G - D 387 -290
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021G 999 360
VERT(CL): 0.035G 999 240
HORZ(LL):-0.010G - -
HORZ(TL): 0.015G - -
Creep Factor: 2.0
Max TC CSI: 0.672
Max BC CSI: 0.766
Max Web CSI: 0.630
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C3B
Ply: 1
Qty:1
Wgt: 82.6 lbs
SEQN: 206998 / T51 / HIPM
FROM: AO DRW:
.../...01/02/2020
AB C
D
E
FGH
I
6
12
4X4
3X6 5X12
4X8
2X4
3X4(A1)
15'4"
2"
2"
5'8"
5'6"
9'10"
4'2"
15'4"
5'6"
2"
2"5'8"
5'6"
15'4"
9'8"1'6"5'2"34"3 5'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/359 /461 /334
E 672 /-/-/582 /450 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 492 -441
C - D 451 -548
Chords Tens.Comp.
D - E 634 -822
E - F 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - H 0 0
H - G 466 -117
Chords Tens.Comp.
G - E 688 -421
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 644 -543
B - G 597 -666
Webs Tens.Comp.
G - C 331 -70
G - D 387 -290
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.021G 999 360
VERT(CL): 0.035G 999 240
HORZ(LL):-0.010G - -
HORZ(TL): 0.015G - -
Creep Factor: 2.0
Max TC CSI: 0.672
Max BC CSI: 0.766
Max Web CSI: 0.630
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C3B
Ply: 1
Qty:1
Wgt: 82.6 lbs
SEQN: 206998 / T51 / HIPM
FROM: AO DRW:
.../...01/02/2020
AB C
D
E
FGH
I
6
12
4X4
3X6 5X12
4X8
2X4
3X4(A1)
15'4"
2"
2"
5'8"
5'6"
9'10"
4'2"
15'4"
5'6"
2"
2"5'8"
5'6"
15'4"
9'8"1'6"5'2"34"3 5'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/401 /371 /261
E 672 /-/-/593 /273 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 0 0
C - D 677 -763
Chords Tens.Comp.
D - E 472 -797
E - F 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - H 0 0
H - G 389 -79
Chords Tens.Comp.
G - E 640 -241
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 132 -95
H - C 622 -489
Webs Tens.Comp.
C - G 655 -642
G - D 474 -351
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018D 999 360
VERT(CL): 0.034D 999 240
HORZ(LL): 0.009G - -
HORZ(TL): 0.014A - -
Creep Factor: 2.0
Max TC CSI: 0.560
Max BC CSI: 0.725
Max Web CSI: 0.631
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C4B
Ply: 1
Qty:1
Wgt: 85.4 lbs
SEQN: 207001 / T52 / HIPM
FROM: AO DRW:
.../...01/02/2020
AB C
D
E
FGH
I
6
12
2X4
4X6(R)
4X10
5X8
5X5
3X4(A1)
15'4"
2"
2"
3'8"
3'6"
7'10"
4'2"
15'4"
7'6"
2"
2"7'10"
7'8"
15'4"
7'6"1'6"6'2"34"3 6'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 575 /-/-/401 /371 /261
E 672 /-/-/593 /273 /-
Wind reactions based on MWFRS
I Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings I & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 0 0
C - D 677 -763
Chords Tens.Comp.
D - E 472 -797
E - F 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - H 0 0
H - G 389 -79
Chords Tens.Comp.
G - E 640 -241
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 132 -95
H - C 622 -489
Webs Tens.Comp.
C - G 655 -642
G - D 474 -351
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.018D 999 360
VERT(CL): 0.034D 999 240
HORZ(LL): 0.009G - -
HORZ(TL): 0.014A - -
Creep Factor: 2.0
Max TC CSI: 0.560
Max BC CSI: 0.725
Max Web CSI: 0.631
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C4B
Ply: 1
Qty:1
Wgt: 85.4 lbs
SEQN: 207001 / T52 / HIPM
FROM: AO DRW:
.../...01/02/2020
AB C
D
E
FGH
I
6
12
2X4
4X6(R)
4X10
5X8
5X5
3X4(A1)
15'4"
2"
2"
3'8"
3'6"
7'10"
4'2"
15'4"
7'6"
2"
2"7'10"
7'8"
15'4"
7'6"1'6"6'2"34"3 6'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 545 /-/-/443 /237 /446
K 1443 /-/-/788 /534 /-
G 545 /-/-/531 /301 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.7
G Brg Width = 8.0 Min Req =1.5
Bearings B, K, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 371 -541
C - D 618 -540
D - E 350 -70
Chords Tens.Comp.
E - F 590 -540
F - G 343 -541
G - H 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 564 -460
M - L 474 -254
L - K 474 -254
Chords Tens.Comp.
K - J 494 -224
J - I 494 -224
I - G 419 -188
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 557 -426
M - D 798 -809
D - K 641 -661
Webs Tens.Comp.
K - E 654 -661
E - I 798 -809
I - F 557 -426
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.36 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.017C 999 360
VERT(CL): 0.035C 999 240
HORZ(LL): 0.012F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.702
Max BC CSI: 0.567
Max Web CSI: 0.780
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C5B
Ply: 1
Qty:1
Wgt: 158.2 lbs
SEQN: 223882 / T42 / HIPS
FROM: AO DRW:
.../...01/02/2020
(a)(a)
A
B
C
D E
F
G
HIJKLM
6
12
3X4(A1)
5X5
3X4 3X5
5X8
4X4
5X8
3X5 3X4
5X5
3X4(A1)
15'15'
7'4"
7'4"
13'8"
6'4"
16'4"
2'8"
22'8"
6'4"
30'
7'4"
7'4"
7'4"
15'
7'8"
22'8"
7'8"
30'
7'4"1'6"1'6"
4"37'2"37'10"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 545 /-/-/443 /237 /446
K 1443 /-/-/788 /534 /-
G 545 /-/-/531 /301 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.7
G Brg Width = 8.0 Min Req =1.5
Bearings B, K, & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 371 -541
C - D 618 -540
D - E 350 -70
Chords Tens.Comp.
E - F 590 -540
F - G 343 -541
G - H 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - M 564 -460
M - L 474 -254
L - K 474 -254
Chords Tens.Comp.
K - J 494 -224
J - I 494 -224
I - G 419 -188
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - M 557 -426
M - D 798 -809
D - K 641 -661
Webs Tens.Comp.
K - E 654 -661
E - I 798 -809
I - F 557 -426
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.36 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.017C 999 360
VERT(CL): 0.035C 999 240
HORZ(LL): 0.012F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.702
Max BC CSI: 0.567
Max Web CSI: 0.780
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C5B
Ply: 1
Qty:1
Wgt: 158.2 lbs
SEQN: 223882 / T42 / HIPS
FROM: AO DRW:
.../...01/02/2020
(a)(a)
A
B
C
D E
F
G
HIJKLM
6
12
3X4(A1)
5X5
3X4 3X5
5X8
4X4
5X8
3X5 3X4
5X5
3X4(A1)
15'15'
7'4"
7'4"
13'8"
6'4"
16'4"
2'8"
22'8"
6'4"
30'
7'4"
7'4"
7'4"
15'
7'8"
22'8"
7'8"
30'
7'4"1'6"1'6"
4"37'2"37'10"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1 :B2 2x4 SP M-31:
Webs 2x4 SP #3
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1317 /-/-/829 /464 /480
F 1317 /-/-/829 /464 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.6
F Brg Width = 8.0 Min Req =1.6
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 1548-2188
C - D 1513-1965
Chords Tens.Comp.
D - E 1513 -1966
E - F 1547 -2190
F - G 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 1885-1147
I - H 1259 -631
Chords Tens.Comp.
H - F 1886 -1208
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 490 -375
I - D 750 -543
Webs Tens.Comp.
D - H 752 -543
H - E 490 -375
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.110H 999 360
VERT(CL): 0.191H 999 240
HORZ(LL): 0.038H - -
HORZ(TL): 0.066H - -
Creep Factor: 2.0
Max TC CSI: 0.703
Max BC CSI: 0.815
Max Web CSI: 0.864
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C6B
Ply: 1
Qty:3
Wgt: 140.0 lbs
SEQN: 207007 / T41 / COMN
FROM: AO DRW:
.../...01/02/2020
B2A
B
C
D
E
F
GHI
6
12
4X4(A2)
5X5
5X8
4X8(R)
5X8
5X5
4X4(A2)
30'
7'6"
7'6"
15'
7'6"
22'6"
7'6"
30'
7'6"
10'
10'
20'
10'
30'
10'1'6"1'6"
4"37'10"38'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1 :B2 2x4 SP M-31:
Webs 2x4 SP #3
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1317 /-/-/829 /464 /480
F 1317 /-/-/829 /464 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.6
F Brg Width = 8.0 Min Req =1.6
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 1548-2188
C - D 1513-1965
Chords Tens.Comp.
D - E 1513 -1966
E - F 1547 -2190
F - G 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 1885-1147
I - H 1259 -631
Chords Tens.Comp.
H - F 1886 -1208
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 490 -375
I - D 750 -543
Webs Tens.Comp.
D - H 752 -543
H - E 490 -375
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.69 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.110H 999 360
VERT(CL): 0.191H 999 240
HORZ(LL): 0.038H - -
HORZ(TL): 0.066H - -
Creep Factor: 2.0
Max TC CSI: 0.703
Max BC CSI: 0.815
Max Web CSI: 0.864
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:C6B
Ply: 1
Qty:3
Wgt: 140.0 lbs
SEQN: 207007 / T41 / COMN
FROM: AO DRW:
.../...01/02/2020
B2A
B
C
D
E
F
GHI
6
12
4X4(A2)
5X5
5X8
4X8(R)
5X8
5X5
4X4(A2)
30'
7'6"
7'6"
15'
7'6"
22'6"
7'6"
30'
7'6"
10'
10'
20'
10'
30'
10'1'6"1'6"
4"37'10"38'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 226 /-/-/338 /312 /106
D 8 /-15 /-/62 /53 /-
C -/-48 /-/109 /110 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 162 -53
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.820
Max BC CSI: 0.111
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ1
Ply: 1
Qty:12
Wgt: 5.6 lbs
SEQN: 214506 / T44 / JACK
FROM: AO DRW:
.../...12/17/2019
A
B
C
D
6
12
2X4(A1)
1'
1'1'6"
4"3 10"31'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 226 /-/-/338 /312 /106
D 8 /-15 /-/62 /53 /-
C -/-48 /-/109 /110 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 162 -53
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.820
Max BC CSI: 0.111
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ1
Ply: 1
Qty:12
Wgt: 5.6 lbs
SEQN: 214506 / T44 / JACK
FROM: AO DRW:
.../...12/17/2019
A
B
C
D
6
12
2X4(A1)
1'
1'1'6"
4"3 10"31'6"15
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 226 /-/-/327 /231 /76
D 8 /-15 /-/44 /41 /-
C -/-48 /-/91 /106 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 148 -51
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.752
Max BC CSI: 0.100
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ1A
Ply: 1
Qty:10
Wgt: 5.6 lbs
SEQN: 211263 / T36 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
1'
1'1'6"
4"3 10"31'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 226 /-/-/327 /231 /76
D 8 /-15 /-/44 /41 /-
C -/-48 /-/91 /106 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 148 -51
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.001D - -
HORZ(TL): 0.001D - -
Creep Factor: 2.0
Max TC CSI: 0.752
Max BC CSI: 0.100
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ1A
Ply: 1
Qty:10
Wgt: 5.6 lbs
SEQN: 211263 / T36 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
1'
1'1'6"
4"3 10"31'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -97
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.003D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.112
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ3
Ply: 1
Qty:8
Wgt: 12.6 lbs
SEQN: 211032 / T21 / JACK
FROM: AO DRW:
.../...11/26/2019
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -97
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.003D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.112
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ3
Ply: 1
Qty:8
Wgt: 12.6 lbs
SEQN: 211032 / T21 / JACK
FROM: AO DRW:
.../...11/26/2019
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/272 /170 /136
D 50 /-/-/56 /19 /-
C 56 /-/-/18 /64 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -90
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.485
Max BC CSI: 0.104
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ3A
Ply: 1
Qty:5
Wgt: 12.6 lbs
SEQN: 211127 / T45 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/272 /170 /136
D 50 /-/-/56 /19 /-
C 56 /-/-/18 /64 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -90
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.002D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.485
Max BC CSI: 0.104
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ3A
Ply: 1
Qty:5
Wgt: 12.6 lbs
SEQN: 211127 / T45 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 119 /-/-/91 /56 /87
C 53 /-/-/49 /18 /-
B 72 /-/-/46 /82 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 32 -99
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.209
Max BC CSI: 0.137
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ3B
Ply: 1
Qty:1
Wgt: 9.8 lbs
SEQN: 211157 / T56 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
6
12
2X4(A1)
3'
3'
4"3 1'10"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 119 /-/-/91 /56 /87
C 53 /-/-/49 /18 /-
B 72 /-/-/46 /82 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 32 -99
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.002C - -
HORZ(TL): 0.002C - -
Creep Factor: 2.0
Max TC CSI: 0.209
Max BC CSI: 0.137
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ3B
Ply: 1
Qty:1
Wgt: 9.8 lbs
SEQN: 211157 / T56 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
6
12
2X4(A1)
3'
3'
4"3 1'10"3
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 299 /-/-/303 /297 /279
D 89 /-/-/81 /31 /-
C 114 /-/-/48 /192 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 51 -169
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009D - -
HORZ(TL): 0.009D - -
Creep Factor: 2.0
Max TC CSI: 0.597
Max BC CSI: 0.308
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ5
Ply: 1
Qty:8
Wgt: 18.2 lbs
SEQN: 211026 / T19 / JACK
FROM: AO DRW:
.../...11/26/2019
A
B
C
D
6
12
2X4(A1)
5'
5'1'6"
4"3 2'10"33'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 299 /-/-/303 /297 /279
D 89 /-/-/81 /31 /-
C 114 /-/-/48 /192 /-
Wind reactions based on MWFRS
B Brg Width = 4.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 51 -169
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009D - -
HORZ(TL): 0.009D - -
Creep Factor: 2.0
Max TC CSI: 0.597
Max BC CSI: 0.308
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ5
Ply: 1
Qty:8
Wgt: 18.2 lbs
SEQN: 211026 / T19 / JACK
FROM: AO DRW:
.../...11/26/2019
A
B
C
D
6
12
2X4(A1)
5'
5'1'6"
4"3 2'10"33'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 299 /-/-/311 /196 /195
D 89 /-/-/80 /21 /-
C 114 /-/-/62 /129 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 51 -156
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.006D - -
HORZ(TL): 0.007D - -
Creep Factor: 2.0
Max TC CSI: 0.542
Max BC CSI: 0.281
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ5A
Ply: 1
Qty:5
Wgt: 18.2 lbs
SEQN: 211130 / T55 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
5'
5'1'6"
4"3 2'10"33'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 299 /-/-/311 /196 /195
D 89 /-/-/80 /21 /-
C 114 /-/-/62 /129 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 51 -156
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.006D - -
HORZ(TL): 0.007D - -
Creep Factor: 2.0
Max TC CSI: 0.542
Max BC CSI: 0.281
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ5A
Ply: 1
Qty:5
Wgt: 18.2 lbs
SEQN: 211130 / T55 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
5'
5'1'6"
4"3 2'10"33'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 195 /-/-/150 /95 /147
C 91 /-/-/83 /30 /-
B 123 /-/-/78 /140 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 55 -161
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009C - -
HORZ(TL): 0.011C - -
Creep Factor: 2.0
Max TC CSI: 0.586
Max BC CSI: 0.396
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ5B
Ply: 1
Qty:1
Wgt: 15.4 lbs
SEQN: 211160 / T59 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
6
12
2X4(A1)
5'
5'
4"3 2'10"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 195 /-/-/150 /95 /147
C 91 /-/-/83 /30 /-
B 123 /-/-/78 /140 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
C Brg Width = 1.5 Min Req =-
B Brg Width = 1.5 Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 55 -161
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - C 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.009C - -
HORZ(TL): 0.011C - -
Creep Factor: 2.0
Max TC CSI: 0.586
Max BC CSI: 0.396
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:CJ5B
Ply: 1
Qty:1
Wgt: 15.4 lbs
SEQN: 211160 / T59 / JACK
FROM: AO DRW:
.../...01/02/2020
A
B
C
6
12
2X4(A1)
5'
5'
4"3 2'10"3
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/312 /297 /191
D 50 /-/-/98 /61 /-
C 56 /-/-/15 /99 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -98
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.004D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.154
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ3
Ply: 1
Qty:2
Wgt: 12.6 lbs
SEQN: 214509 / T20 / EJAC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/312 /297 /191
D 50 /-/-/98 /61 /-
C 56 /-/-/15 /99 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -98
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.004D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.154
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ3
Ply: 1
Qty:2
Wgt: 12.6 lbs
SEQN: 214509 / T20 / EJAC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -97
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.003D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.111
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ3A
Ply: 1
Qty:6
Wgt: 12.6 lbs
SEQN: 211254 / T31 / EJAC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 235 /-/-/267 /253 /191
D 50 /-/-/59 /22 /-
C 56 /-/-/10 /93 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 25 -97
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.003D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.531
Max BC CSI: 0.111
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ3A
Ply: 1
Qty:6
Wgt: 12.6 lbs
SEQN: 211254 / T31 / EJAC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
3'
3'1'6"
4"3 1'10"32'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 69 /-/-/61 /14 /165
A 86 /-/-/56 /99 /-
B 265 /-/-/178 /180 /-
Wind reactions based on MWFRS
D Brg Width = 1.5 Min Req =-
A Brg Width = 1.5 Min Req =-
B Brg Width = 8.0 Min Req =1.5
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -186
Chords Tens.Comp.
B - C 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - B 542 -37
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.004D 999 360
VERT(CL): 0.006D 999 240
HORZ(LL): 0.003D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.830
Max BC CSI: 0.841
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ6
Ply: 1
Qty:10
Wgt: 16.8 lbs
SEQN: 223840 / T17 / MONO
FROM: CK DRW:
.../...01/02/2020
A
B
CD
6
12
2X4(A1)
3'4"8"
1"8
1"8
4'1"8
4'1'6"2'4"34"3 3'0"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
D 69 /-/-/61 /14 /165
A 86 /-/-/56 /99 /-
B 265 /-/-/178 /180 /-
Wind reactions based on MWFRS
D Brg Width = 1.5 Min Req =-
A Brg Width = 1.5 Min Req =-
B Brg Width = 8.0 Min Req =1.5
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -186
Chords Tens.Comp.
B - C 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
D - B 542 -37
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.004D 999 360
VERT(CL): 0.006D 999 240
HORZ(LL): 0.003D - -
HORZ(TL): 0.004D - -
Creep Factor: 2.0
Max TC CSI: 0.830
Max BC CSI: 0.841
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ6
Ply: 1
Qty:10
Wgt: 16.8 lbs
SEQN: 223840 / T17 / MONO
FROM: CK DRW:
.../...01/02/2020
A
B
CD
6
12
2X4(A1)
3'4"8"
1"8
1"8
4'1"8
4'1'6"2'4"34"3 3'0"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 76 -215
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029D - -
HORZ(TL): 0.031D - -
Creep Factor: 2.0
Max TC CSI: 0.779
Max BC CSI: 0.567
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ7
Ply: 1
Qty:26
Wgt: 25.2 lbs
SEQN: 211023 / T11 / EJAC
FROM: AO DRW:
.../...11/26/2019
A
B
C
D
6
12
2X4(A1)
7'
7'1'6"
4"3 3'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 76 -215
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029D - -
HORZ(TL): 0.031D - -
Creep Factor: 2.0
Max TC CSI: 0.779
Max BC CSI: 0.567
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ7
Ply: 1
Qty:26
Wgt: 25.2 lbs
SEQN: 211023 / T11 / EJAC
FROM: AO DRW:
.../...11/26/2019
A
B
C
D
6
12
2X4(A1)
7'
7'1'6"
4"3 3'10"34'6"15
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 76 -215
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029D - -
HORZ(TL): 0.031D - -
Creep Factor: 2.0
Max TC CSI: 0.779
Max BC CSI: 0.567
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ7A
Ply: 1
Qty:6
Wgt: 25.2 lbs
SEQN: 211272 / T47 / EJAC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
7'
7'1'6"
4"3 3'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1
Bot chord 2x4 SP #2
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 369 /-/-/351 /354 /369
D 125 /-/-/108 /49 /-
C 170 /-/-/79 /289 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
Chords Tens.Comp.
B - C 76 -215
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.029D - -
HORZ(TL): 0.031D - -
Creep Factor: 2.0
Max TC CSI: 0.779
Max BC CSI: 0.567
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:EJ7A
Ply: 1
Qty:6
Wgt: 25.2 lbs
SEQN: 211272 / T47 / EJAC
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
6
12
2X4(A1)
7'
7'1'6"
4"3 3'10"34'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 440 /-/-/-/-/-
F 440 /-/-/-/-/-
I Brg Width = 6.0 Min Req =1.5
F Brg Width = 6.0 Min Req =1.5
Bearings I & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -374
B - C 0 -383
Chords Tens.Comp.
C - D 0 -374
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - H 0 -1
H - G 383 0
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - I 0 -437
A - J 0 -422
A - H 489 0
H - B 0 -284
C - G 0 -282
Webs Tens.Comp.
G - D 478 0
D - E 0 -417
F - E 0 -6
E - F 0 -423
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032C 999 360
VERT(CL): 0.061C 999 240
HORZ(LL):-0.015D - -
HORZ(TL): 0.029D - -
Creep Factor: 2.0
Max TC CSI: 0.460
Max BC CSI: 0.307
Max Web CSI: 0.233
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F1
Ply: 1
Qty:4
Wgt: 47.6 lbs
SEQN: 208118 / T58 / SY42
FROM: AO DRW:
.../...01/02/2020
A B C D
E
FGHI
J1.5X3(R)
3X3
2X4(R)
3X3
1X3 1X3
3X3
3X3
2X4(R)
1.5X3(R)3"8
7'2"8
3"2'2"12 2'4"4 3"
2'6"8
2'6"8
4'6"8
2'
7'2"8
2'8"2'**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
I 440 /-/-/-/-/-
F 440 /-/-/-/-/-
I Brg Width = 6.0 Min Req =1.5
F Brg Width = 6.0 Min Req =1.5
Bearings I & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -374
B - C 0 -383
Chords Tens.Comp.
C - D 0 -374
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
I - H 0 -1
H - G 383 0
Chords Tens.Comp.
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - I 0 -437
A - J 0 -422
A - H 489 0
H - B 0 -284
C - G 0 -282
Webs Tens.Comp.
G - D 478 0
D - E 0 -417
F - E 0 -6
E - F 0 -423
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032C 999 360
VERT(CL): 0.061C 999 240
HORZ(LL):-0.015D - -
HORZ(TL): 0.029D - -
Creep Factor: 2.0
Max TC CSI: 0.460
Max BC CSI: 0.307
Max Web CSI: 0.233
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F1
Ply: 1
Qty:4
Wgt: 47.6 lbs
SEQN: 208118 / T58 / SY42
FROM: AO DRW:
.../...01/02/2020
A B C D
E
FGHI
J1.5X3(R)
3X3
2X4(R)
3X3
1X3 1X3
3X3
3X3
2X4(R)
1.5X3(R)3"8
7'2"8
3"2'2"12 2'4"4 3"
2'6"8
2'6"8
4'6"8
2'
7'2"8
2'8"2'
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 454 /-/-/-/-/-
G 451 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
G Brg Width = 6.0 Min Req =1.5
Bearings A & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 0 -403
Chords Tens.Comp.
C - D 0 -401
D - E 0 -391
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 -1
I - H 401 0
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - B 31 0
B - I 516 0
C - I 0 -310
D - H 0 -297
Webs Tens.Comp.
H - E 512 0
E - F 0 -435
G - F 0 -6
F - G 0 -441
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.043C 999 360
VERT(CL): 0.080C 999 240
HORZ(LL):-0.012I - -
HORZ(TL): 0.023I - -
Creep Factor: 2.0
Max TC CSI: 0.617
Max BC CSI: 0.318
Max Web CSI: 0.246
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F2
Ply: 1
Qty:4
Wgt: 49.0 lbs
SEQN: 208125 / T40 / SY42
FROM: AO DRW:
.../...01/02/2020
AB C D E
F
GHIJ1X3
3X5(R)3X3
3X3
1X3
3X3
3X3
2X4(R)
1.5X3(R)3"8
7'4"
6"2'2"
(TYP)
2'2"12 3"
2'9"8
2'9"8
4'9"8
2'
7'4"
2'6"8
1'9"3"2'**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 454 /-/-/-/-/-
G 451 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
G Brg Width = 6.0 Min Req =1.5
Bearings A & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 0 -403
Chords Tens.Comp.
C - D 0 -401
D - E 0 -391
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 -1
I - H 401 0
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - B 31 0
B - I 516 0
C - I 0 -310
D - H 0 -297
Webs Tens.Comp.
H - E 512 0
E - F 0 -435
G - F 0 -6
F - G 0 -441
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.043C 999 360
VERT(CL): 0.080C 999 240
HORZ(LL):-0.012I - -
HORZ(TL): 0.023I - -
Creep Factor: 2.0
Max TC CSI: 0.617
Max BC CSI: 0.318
Max Web CSI: 0.246
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F2
Ply: 1
Qty:4
Wgt: 49.0 lbs
SEQN: 208125 / T40 / SY42
FROM: AO DRW:
.../...01/02/2020
AB C D E
F
GHIJ1X3
3X5(R)3X3
3X3
1X3
3X3
3X3
2X4(R)
1.5X3(R)3"8
7'4"
6"2'2"
(TYP)
2'2"12 3"
2'9"8
2'9"8
4'9"8
2'
7'4"
2'6"8
1'9"3"2'
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 444 /-/-/-/-/-
O 1034 /-/-/-/-/-
L 584 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
O Brg Width = 6.0 Min Req =1.5
L Brg Width = 4.0 Min Req =1.5
Bearings A, O, & L are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 0 -380
C - D 0 -378
D - E 0 -369
E - F 0 -388
Chords Tens.Comp.
F - G 0 -388
G - H 0 -620
H - I 0 -620
I - J 0 -620
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
S - R 0 -1
R - Q 378 0
Q - P 99 -121
P - O 99 -121
Chords Tens.Comp.
O - N 99 -121
N - M 709 0
M - L 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - B 31 0
B - R 492 0
C - R 0 -311
D - Q 0 -281
Q - E 487 0
E - O 0-1006
E - N 607 0
F - N 0 -232
Webs Tens.Comp.
N - G 0 -481
G - M 27 -111
I - M 0 -334
M - J 762 0
J - K 0 -567
L - K 0 -6
K - L 0 -573
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.040C 999 360
VERT(CL): 0.061C 999 240
HORZ(LL):-0.008R - -
HORZ(TL): 0.013R - -
Creep Factor: 2.0
Max TC CSI: 0.591
Max BC CSI: 0.364
Max Web CSI: 0.363
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F3
Ply: 1
Qty:1
Wgt: 103.6 lbs
SEQN: 208122 / T53 / SY42
FROM: AO DRW:
.../...01/02/2020
AB C D E F G H I JK
LMNOPQRS
1X3
3X5(R)3X3
3X3
1X3
3X3 W=3X4
3X7
2X4
1X3
4X4
3X3 W=3X4 1X3
3X6
3X4
2X4(R)
1.5X3(R)3"8
7'1"9'1"
6"2'1"4 2'2"1'0"4 2'6"12 2'6"12 2'6"12 3"
16'2"
2'8"12
2'8"12
4'8"12
2'
7'1"
2'4"4
16'2"
9'1"1'9"3"2'**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
See detail STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 444 /-/-/-/-/-
O 1034 /-/-/-/-/-
L 584 /-/-/-/-/-
A Brg Width = 3.0 Min Req =1.5
O Brg Width = 6.0 Min Req =1.5
L Brg Width = 4.0 Min Req =1.5
Bearings A, O, & L are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 0 -380
C - D 0 -378
D - E 0 -369
E - F 0 -388
Chords Tens.Comp.
F - G 0 -388
G - H 0 -620
H - I 0 -620
I - J 0 -620
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
S - R 0 -1
R - Q 378 0
Q - P 99 -121
P - O 99 -121
Chords Tens.Comp.
O - N 99 -121
N - M 709 0
M - L 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
S - B 31 0
B - R 492 0
C - R 0 -311
D - Q 0 -281
Q - E 487 0
E - O 0-1006
E - N 607 0
F - N 0 -232
Webs Tens.Comp.
N - G 0 -481
G - M 27 -111
I - M 0 -334
M - J 762 0
J - K 0 -567
L - K 0 -6
K - L 0 -573
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.040C 999 360
VERT(CL): 0.061C 999 240
HORZ(LL):-0.008R - -
HORZ(TL): 0.013R - -
Creep Factor: 2.0
Max TC CSI: 0.591
Max BC CSI: 0.364
Max Web CSI: 0.363
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F3
Ply: 1
Qty:1
Wgt: 103.6 lbs
SEQN: 208122 / T53 / SY42
FROM: AO DRW:
.../...01/02/2020
AB C D E F G H I JK
LMNOPQRS
1X3
3X5(R)3X3
3X3
1X3
3X3 W=3X4
3X7
2X4
1X3
4X4
3X3 W=3X4 1X3
3X6
3X4
2X4(R)
1.5X3(R)3"8
7'1"9'1"
6"2'1"4 2'2"1'0"4 2'6"12 2'6"12 2'6"12 3"
16'2"
2'8"12
2'8"12
4'8"12
2'
7'1"
2'4"4
16'2"
9'1"1'9"3"2'
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 1005 /-/-/-/-/-
F 168 /-165 /-/-/-/-
H Brg Width = 4.0 Min Req =1.5
F Brg Width = 4.0 Min Req =1.5
Bearings H & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 482 0
Chords Tens.Comp.
C - D 482 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 0
I - H 9 0
Chords Tens.Comp.
H - G 11 -1
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 48 0
B - H 0 -537
C - H 0 -548
Webs Tens.Comp.
H - D 0 -526
D - G 177 -153
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.019I 999 360
VERT(CL): 0.033I 999 240
HORZ(LL):-0.006B - -
HORZ(TL): 0.011B - -
Creep Factor: 2.0
Max TC CSI: 0.772
Max BC CSI: 0.114
Max Web CSI: 0.195
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F4
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 208137 / T26 / FLAT
FROM: AO DRW:
.../...01/02/2020
AB C DE
FGHIJ
3X4
3X5
2X4
3X8
3X4
3X5
3'10"4'2"
2"
2"
4'
3'10"
7'10"
3'10"
8'
2"
2"
2"
4'
3'10"
7'10"
3'10"
8'
2"2'**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
H 1005 /-/-/-/-/-
F 168 /-165 /-/-/-/-
H Brg Width = 4.0 Min Req =1.5
F Brg Width = 4.0 Min Req =1.5
Bearings H & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 482 0
Chords Tens.Comp.
C - D 482 0
D - E 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
J - I 0 0
I - H 9 0
Chords Tens.Comp.
H - G 11 -1
G - F 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - I 48 0
B - H 0 -537
C - H 0 -548
Webs Tens.Comp.
H - D 0 -526
D - G 177 -153
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.019I 999 360
VERT(CL): 0.033I 999 240
HORZ(LL):-0.006B - -
HORZ(TL): 0.011B - -
Creep Factor: 2.0
Max TC CSI: 0.772
Max BC CSI: 0.114
Max Web CSI: 0.195
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F4
Ply: 1
Qty:1
Wgt: 42.0 lbs
SEQN: 208137 / T26 / FLAT
FROM: AO DRW:
.../...01/02/2020
AB C DE
FGHIJ
3X4
3X5
2X4
3X8
3X4
3X5
3'10"4'2"
2"
2"
4'
3'10"
7'10"
3'10"
8'
2"
2"
2"
4'
3'10"
7'10"
3'10"
8'
2"2'
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #1 :T2 4x2 SP M-30:
Bot chord 4x2 SP #2 :B2 4x2 SP M-30:
Webs 4x2 SP #3 :W6 4x2 SP #2:
Plating Notes
All plates are 1X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1318 /-/-/-/-/-
M 1321 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
M Brg Width = 3.0 Min Req =1.5
Bearings V & L are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0-1644
B - C 0-1644
C - D 0-3421
D - E 0-3421
E - F 0-3594
F - G 0-3469
Chords Tens.Comp.
G - H 0 -3469
H - I 0 -3469
I - J 0 -1852
J - K 0 -1801
K - L 0 -1852
L - M 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
V - U 0 0
U - T 2736 0
T - S 2736 0
S - R 3595 0
Chords Tens.Comp.
R - Q 3594 0
Q - P 3592 0
P - O 2830 0
O - N 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W - V 0-1311
A - W 0-1299
A - U 2020 0
B - U 0 -336
U - C 0-1353
C - S 849 0
D - S 0 -323
S - E 112 -563
E - R 125 -163
Webs Tens.Comp.
Q - F 254 -179
F - P 181 -714
G - P 112 -299
P - I 791 0
I - O 0 -1212
J - O 0 -511
O - L 2245 0
L - N 22 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.314R 794 360
VERT(CL): 0.457E 544 240
HORZ(LL): 0.049B - -
HORZ(TL): 0.077B - -
Creep Factor: 2.0
Max TC CSI: 0.876
Max BC CSI: 0.902
Max Web CSI: 0.962
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F5
Ply: 1
Qty:6
Wgt: 130.2 lbs
SEQN: 223876 / T65 / SY42
FROM: CK DRW:
.../...01/02/2020
T2
B2
W6
+
A B C D E F G H I JK LM
NOPQRSTUV
W1.5X3(R)
4X6
2X4(R)4X12
3X5
W=H0308
3X6
3X3 3X3
3X6
W=3X4 3X5 1.5X3
4X12
3X3
6X8
3"8
21'1"
3"
2'6"12
2'6"12 2'6"12
1'10"12
9"12
2'6"12
2'6"12 2'6"12
6"
9'11"8
9'11"8
11'11"8
2'
21'1"
9'1"8
2'1'9"3"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #1 :T2 4x2 SP M-30:
Bot chord 4x2 SP #2 :B2 4x2 SP M-30:
Webs 4x2 SP #3 :W6 4x2 SP #2:
Plating Notes
All plates are 1X3 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1318 /-/-/-/-/-
M 1321 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
M Brg Width = 3.0 Min Req =1.5
Bearings V & L are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0-1644
B - C 0-1644
C - D 0-3421
D - E 0-3421
E - F 0-3594
F - G 0-3469
Chords Tens.Comp.
G - H 0 -3469
H - I 0 -3469
I - J 0 -1852
J - K 0 -1801
K - L 0 -1852
L - M 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
V - U 0 0
U - T 2736 0
T - S 2736 0
S - R 3595 0
Chords Tens.Comp.
R - Q 3594 0
Q - P 3592 0
P - O 2830 0
O - N 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W - V 0-1311
A - W 0-1299
A - U 2020 0
B - U 0 -336
U - C 0-1353
C - S 849 0
D - S 0 -323
S - E 112 -563
E - R 125 -163
Webs Tens.Comp.
Q - F 254 -179
F - P 181 -714
G - P 112 -299
P - I 791 0
I - O 0 -1212
J - O 0 -511
O - L 2245 0
L - N 22 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.314R 794 360
VERT(CL): 0.457E 544 240
HORZ(LL): 0.049B - -
HORZ(TL): 0.077B - -
Creep Factor: 2.0
Max TC CSI: 0.876
Max BC CSI: 0.902
Max Web CSI: 0.962
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F5
Ply: 1
Qty:6
Wgt: 130.2 lbs
SEQN: 223876 / T65 / SY42
FROM: CK DRW:
.../...01/02/2020
T2
B2
W6
+
A B C D E F G H I JK LM
NOPQRSTUV
W1.5X3(R)
4X6
2X4(R)4X12
3X5
W=H0308
3X6
3X3 3X3
3X6
W=3X4 3X5 1.5X3
4X12
3X3
6X8
3"8
21'1"
3"
2'6"12
2'6"12 2'6"12
1'10"12
9"12
2'6"12
2'6"12 2'6"12
6"
9'11"8
9'11"8
11'11"8
2'
21'1"
9'1"8
2'1'9"3"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP M-31
Bot chord 4x2 SP M-31
Webs 4x2 SP #3 :W3 4x2 SP #2:
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 116 plf at 0.13 to 116 plf at 21.08
BC: From 10 plf at 0.00 to 10 plf at 2.64
BC: From 85 plf at 2.64 to 85 plf at 18.08
BC: From 10 plf at 18.08 to 10 plf at 20.71
Plating Notes
All plates are 3X5 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.41" DL: 0.18". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1909 /-/-/-/-/-
L 1888 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
L Brg Width = 3.0 Min Req =1.5
Bearings V & K are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0-2606
B - C 0-2606
C - D 0-5547
D - E 0-5547
E - F 0-5781
F - G 0-5805
Chords Tens.Comp.
G - H 0 -5793
H - I 0 -5793
I - J 0 -3031
J - K 0 -3031
K - L 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
V - U 0 0
U - T 4296 0
T - S 4296 0
S - R 5780 0
R - Q 5780 0
Chords Tens.Comp.
Q - P 5781 0
P - O 5778 0
O - N 4598 0
N - M 1 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W - V 0-1939
A - W 0-1927
A - U 3168 0
B - U 0 -329
U - C 0-2070
C - S 1533 0
D - S 6 -324
S - E 344 -997
E - Q 383 -292
Webs Tens.Comp.
P - F 669 -452
F - O 798 -948
G - O 0 -543
O - I 1447 0
I - N 0 -1897
N - K 3633 0
J - N 0 -652
K - M 20 -35
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.410Q 607 360
VERT(CL): 0.550Q 453 240
HORZ(LL): 0.048B - -
HORZ(TL): 0.066B - -
Creep Factor: 2.0
Max TC CSI: 0.788
Max BC CSI: 0.664
Max Web CSI: 0.894
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F5A
Ply: 1
Qty:2
Wgt: 168.0 lbs
SEQN: 223873 / T14 / SY42
FROM: CK DRW:
.../...01/02/2020
W3
+
A B C D E F G H I J KL
MNOPQRSTUV
W
1.5X3(R)
5X8
3X5(R)
1X3
8X14
4X8
W=3X5
1X3
6X8
W=H0308
3X4 6X8
6X8
W=3X4 5X7
6X12
6X8
3"8
21'1"
3"
2'6"12
2'6"12 2'6"12
1'10"12
9"12
2'6"12
2'6"12 6"
9'11"8
9'11"8
11'11"8
2'
18'1"
6'1"8
18'3"15
2"15
21'1"
2'9"1
2'1'9"3"
1"8
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP M-31
Bot chord 4x2 SP M-31
Webs 4x2 SP #3 :W3 4x2 SP #2:
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 116 plf at 0.13 to 116 plf at 21.08
BC: From 10 plf at 0.00 to 10 plf at 2.64
BC: From 85 plf at 2.64 to 85 plf at 18.08
BC: From 10 plf at 18.08 to 10 plf at 20.71
Plating Notes
All plates are 3X5 except as noted.
Deflection
Max JT VERT DEFL: LL: 0.41" DL: 0.18". See detail
DEFLCAMB1014 for camber recommendations.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V 1909 /-/-/-/-/-
L 1888 /-/-/-/-/-
V Brg Width = 5.0 Min Req =1.5
L Brg Width = 3.0 Min Req =1.5
Bearings V & K are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0-2606
B - C 0-2606
C - D 0-5547
D - E 0-5547
E - F 0-5781
F - G 0-5805
Chords Tens.Comp.
G - H 0 -5793
H - I 0 -5793
I - J 0 -3031
J - K 0 -3031
K - L 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
V - U 0 0
U - T 4296 0
T - S 4296 0
S - R 5780 0
R - Q 5780 0
Chords Tens.Comp.
Q - P 5781 0
P - O 5778 0
O - N 4598 0
N - M 1 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W - V 0-1939
A - W 0-1927
A - U 3168 0
B - U 0 -329
U - C 0-2070
C - S 1533 0
D - S 6 -324
S - E 344 -997
E - Q 383 -292
Webs Tens.Comp.
P - F 669 -452
F - O 798 -948
G - O 0 -543
O - I 1447 0
I - N 0 -1897
N - K 3633 0
J - N 0 -652
K - M 20 -35
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.410Q 607 360
VERT(CL): 0.550Q 453 240
HORZ(LL): 0.048B - -
HORZ(TL): 0.066B - -
Creep Factor: 2.0
Max TC CSI: 0.788
Max BC CSI: 0.664
Max Web CSI: 0.894
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F5A
Ply: 1
Qty:2
Wgt: 168.0 lbs
SEQN: 223873 / T14 / SY42
FROM: CK DRW:
.../...01/02/2020
W3
+
A B C D E F G H I J KL
MNOPQRSTUV
W
1.5X3(R)
5X8
3X5(R)
1X3
8X14
4X8
W=3X5
1X3
6X8
W=H0308
3X4 6X8
6X8
W=3X4 5X7
6X12
6X8
3"8
21'1"
3"
2'6"12
2'6"12 2'6"12
1'10"12
9"12
2'6"12
2'6"12 6"
9'11"8
9'11"8
11'11"8
2'
18'1"
6'1"8
18'3"15
2"15
21'1"
2'9"1
2'1'9"3"
1"8
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 523 /-/-/-/-/-
U 1511 /-/-/-/-/-
N 682 /-/-/-/-/-
X Brg Width = 5.0 Min Req =1.5
U Brg Width = 4.0 Min Req =1.5
N Brg Width = 3.0 Min Req =1.5
Bearings X, U, & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -536
B - C 0 -536
C - D 399 -135
D - E 399 -135
E - F 0 -360
F - G 0 -360
G - H 0 -360
Chords Tens.Comp.
H - I 0 -917
I - J 0 -924
J - K 0 -815
K - L 0 -782
L - M 0 -815
M - N 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
X - W 0 0
W - V 541 -110
V - U 0 -601
U - T 0 -601
T - S 829 0
Chords Tens.Comp.
S - R 829 0
R - Q 924 0
Q - P 924 0
P - O 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Y - X 0 -519
A - Y 0 -507
A - W 659 0
B - W 0 -334
W - C 195 -7
C - V 0 -661
D - V 0 -221
V - E 685 0
E - U 0-1440
E - T 1046 0
Webs Tens.Comp.
G - T 0 -267
T - H 0 -632
H - R 373 0
R - I 0 -275
Q - J 41 -41
J - P 0 -260
K - P 0 -410
P - M 989 0
M - O 34 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.083Q 999 360
VERT(CL): 0.132J 999 240
HORZ(LL): 0.006P - -
HORZ(TL): 0.011M - -
Creep Factor: 2.0
Max TC CSI: 0.945
Max BC CSI: 0.454
Max Web CSI: 0.498
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F6
Ply: 1
Qty:1
Wgt: 134.4 lbs
SEQN: 223862 / T68 / SY42
FROM: AO DRW:
.../...01/02/2020
+
A B C D E F G H I J KL MN
OPQRSTUVWX
Y
1.5X3(R)
3X4
2X4(R)3X5
3X3
4X4
4X6
2X4
W=3X4
4X6
W=3X4
3X3
3X3
3X3 1.5X3
3X7
3X3
4X6(R)
3"8
9'1"12'
3"
2'6"12
2'6"12 2'6"12
1'1"12
2'3"8 2'2"12
8"14
1'5"14
2'6"12
6"
21'1"
14'4"14
14'4"14
16'4"14
2'
21'1"
4'8"2
2'1'9"3"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
X 523 /-/-/-/-/-
U 1511 /-/-/-/-/-
N 682 /-/-/-/-/-
X Brg Width = 5.0 Min Req =1.5
U Brg Width = 4.0 Min Req =1.5
N Brg Width = 3.0 Min Req =1.5
Bearings X, U, & M are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -536
B - C 0 -536
C - D 399 -135
D - E 399 -135
E - F 0 -360
F - G 0 -360
G - H 0 -360
Chords Tens.Comp.
H - I 0 -917
I - J 0 -924
J - K 0 -815
K - L 0 -782
L - M 0 -815
M - N 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
X - W 0 0
W - V 541 -110
V - U 0 -601
U - T 0 -601
T - S 829 0
Chords Tens.Comp.
S - R 829 0
R - Q 924 0
Q - P 924 0
P - O 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Y - X 0 -519
A - Y 0 -507
A - W 659 0
B - W 0 -334
W - C 195 -7
C - V 0 -661
D - V 0 -221
V - E 685 0
E - U 0-1440
E - T 1046 0
Webs Tens.Comp.
G - T 0 -267
T - H 0 -632
H - R 373 0
R - I 0 -275
Q - J 41 -41
J - P 0 -260
K - P 0 -410
P - M 989 0
M - O 34 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.083Q 999 360
VERT(CL): 0.132J 999 240
HORZ(LL): 0.006P - -
HORZ(TL): 0.011M - -
Creep Factor: 2.0
Max TC CSI: 0.945
Max BC CSI: 0.454
Max Web CSI: 0.498
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F6
Ply: 1
Qty:1
Wgt: 134.4 lbs
SEQN: 223862 / T68 / SY42
FROM: AO DRW:
.../...01/02/2020
+
A B C D E F G H I J KL MN
OPQRSTUVWX
Y
1.5X3(R)
3X4
2X4(R)3X5
3X3
4X4
4X6
2X4
W=3X4
4X6
W=3X4
3X3
3X3
3X3 1.5X3
3X7
3X3
4X6(R)
3"8
9'1"12'
3"
2'6"12
2'6"12 2'6"12
1'1"12
2'3"8 2'2"12
8"14
1'5"14
2'6"12
6"
21'1"
14'4"14
14'4"14
16'4"14
2'
21'1"
4'8"2
2'1'9"3"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #1 :T1 4x2 SP #2:
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 131 plf at 0.00 to 131 plf at 2.67
TC: From 116 plf at 2.67 to 116 plf at 14.83
BC: From 12 plf at 0.00 to 12 plf at 2.67
BC: From 10 plf at 2.67 to 10 plf at 14.46
TC: 275 lb Conc. Load at 0.00
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1539 /-/-/-/-/-
K 677 /-/-/-/-/-
R Brg Width = 4.0 Min Req =1.5
K Brg Width = 3.0 Min Req =1.5
Bearings R & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 394 0
B - C 394 0
C - D 258 -447
D - E 258 -447
E - F 258 -447
Chords Tens.Comp.
F - G 0 -910
G - H 0 -806
H - I 0 -773
I - J 0 -806
J - K 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
T - S 0 0
S - R 0 -685
R - Q 0 -685
Q - P 0 -685
Chords Tens.Comp.
P - O 909 0
O - N 910 0
N - M 910 0
M - L 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - V 2 0
A - T 24 0
A - S 0 -561
B - S 8 -194
S - C 635 0
C - R 0-1450
C - P 1160 0
D - P 0 -315
Webs Tens.Comp.
P - F 0 -731
F - O 140 -10
N - G 64 -124
G - M 134 -294
H - M 0 -437
M - J 977 0
J - L 35 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.074G 999 360
VERT(CL): 0.168G 850 240
HORZ(LL):-0.018J - -
HORZ(TL): 0.041J - -
Creep Factor: 2.0
Max TC CSI: 0.791
Max BC CSI: 0.811
Max Web CSI: 0.552
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F7
Ply: 1
Qty:7
Wgt: 102.2 lbs
SEQN: 223830 / T66 / SY42
FROM: CK DRW:
.../...01/02/2020
T1
+
A B C D E F G H I JK
LMNOPQRST
U
V
1X3(R)
1X3(R)
3X3
4X4
4X8
2X4 W=3X4
3X10
W=3X4 3X3 3X3 1.5X3
3X7
3X3
4X5(R)
3"8
3"8
2'9"8 12'2"
1'8"12
10"4
2'6"12 2'6"2 1'5"14 2'6"12 6"
14'11"8
2'11"8
2'11"8
8'3"6
5'3"14
10'3"6
2'
14'11"8
4'8"2
2'1'9"3"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #1 :T1 4x2 SP #2:
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 131 plf at 0.00 to 131 plf at 2.67
TC: From 116 plf at 2.67 to 116 plf at 14.83
BC: From 12 plf at 0.00 to 12 plf at 2.67
BC: From 10 plf at 2.67 to 10 plf at 14.46
TC: 275 lb Conc. Load at 0.00
Plating Notes
All plates are 1X3 except as noted.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 1539 /-/-/-/-/-
K 677 /-/-/-/-/-
R Brg Width = 4.0 Min Req =1.5
K Brg Width = 3.0 Min Req =1.5
Bearings R & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 394 0
B - C 394 0
C - D 258 -447
D - E 258 -447
E - F 258 -447
Chords Tens.Comp.
F - G 0 -910
G - H 0 -806
H - I 0 -773
I - J 0 -806
J - K 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
T - S 0 0
S - R 0 -685
R - Q 0 -685
Q - P 0 -685
Chords Tens.Comp.
P - O 909 0
O - N 910 0
N - M 910 0
M - L 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
U - V 2 0
A - T 24 0
A - S 0 -561
B - S 8 -194
S - C 635 0
C - R 0-1450
C - P 1160 0
D - P 0 -315
Webs Tens.Comp.
P - F 0 -731
F - O 140 -10
N - G 64 -124
G - M 134 -294
H - M 0 -437
M - J 977 0
J - L 35 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.074G 999 360
VERT(CL): 0.168G 850 240
HORZ(LL):-0.018J - -
HORZ(TL): 0.041J - -
Creep Factor: 2.0
Max TC CSI: 0.791
Max BC CSI: 0.811
Max Web CSI: 0.552
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F7
Ply: 1
Qty:7
Wgt: 102.2 lbs
SEQN: 223830 / T66 / SY42
FROM: CK DRW:
.../...01/02/2020
T1
+
A B C D E F G H I JK
LMNOPQRST
U
V
1X3(R)
1X3(R)
3X3
4X4
4X8
2X4 W=3X4
3X10
W=3X4 3X3 3X3 1.5X3
3X7
3X3
4X5(R)
3"8
3"8
2'9"8 12'2"
1'8"12
10"4
2'6"12 2'6"2 1'5"14 2'6"12 6"
14'11"8
2'11"8
2'11"8
8'3"6
5'3"14
10'3"6
2'
14'11"8
4'8"2
2'1'9"3"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2 :T2 4x2 SP #1:
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 756 /-/-/-/-/-
H 759 /-/-/-/-/-
N Brg Width = 4.0 Min Req =1.5
H Brg Width = 3.0 Min Req =1.5
Bearings N & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -862
B - C 0 -862
C - D 0-1156
D - E 0 -930
Chords Tens.Comp.
E - F 0 -895
F - G 0 -930
G - H 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
N - M 0 0
M - L 1157 0
L - K 1156 0
Chords Tens.Comp.
K - J 1153 0
J - I 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - N 0 -749
A - O 0 -737
A - M 1059 0
B - M 0 -374
M - C 0 -444
C - L 56 -78
Webs Tens.Comp.
K - D 147 -22
D - J 0 -485
E - J 0 -399
J - G 1128 0
G - I 36 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.104L 999 360
VERT(CL): 0.182L 780 240
HORZ(LL): 0.024B - -
HORZ(TL): 0.047B - -
Creep Factor: 2.0
Max TC CSI: 0.895
Max BC CSI: 0.793
Max Web CSI: 0.537
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F7A
Ply: 1
Qty:1
Wgt: 79.8 lbs
SEQN: 223833 / T69 / SY42
FROM: CK DRW:
.../...01/02/2020
T2
+
A B C D E F GH
IJKLMN
O1.5X3(R)
3X5
2X4(R)
1X3
3X8
3X3
1X3 1X3
3X3 1.5X3
3X8
3X3
5X5
1X3
3"8
12'2"
3"2'6"12 2'6"10 1'5"14 2'6"12 6"
5'5"14
5'5"14
7'5"14
2'
12'2"
4'8"2
2'1'9"3"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP #2 :T2 4x2 SP #1:
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
N 756 /-/-/-/-/-
H 759 /-/-/-/-/-
N Brg Width = 4.0 Min Req =1.5
H Brg Width = 3.0 Min Req =1.5
Bearings N & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -862
B - C 0 -862
C - D 0-1156
D - E 0 -930
Chords Tens.Comp.
E - F 0 -895
F - G 0 -930
G - H 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
N - M 0 0
M - L 1157 0
L - K 1156 0
Chords Tens.Comp.
K - J 1153 0
J - I 0 -1
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - N 0 -749
A - O 0 -737
A - M 1059 0
B - M 0 -374
M - C 0 -444
C - L 56 -78
Webs Tens.Comp.
K - D 147 -22
D - J 0 -485
E - J 0 -399
J - G 1128 0
G - I 36 0
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.104L 999 360
VERT(CL): 0.182L 780 240
HORZ(LL): 0.024B - -
HORZ(TL): 0.047B - -
Creep Factor: 2.0
Max TC CSI: 0.895
Max BC CSI: 0.793
Max Web CSI: 0.537
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F7A
Ply: 1
Qty:1
Wgt: 79.8 lbs
SEQN: 223833 / T69 / SY42
FROM: CK DRW:
.../...01/02/2020
T2
+
A B C D E F GH
IJKLMN
O1.5X3(R)
3X5
2X4(R)
1X3
3X8
3X3
1X3 1X3
3X3 1.5X3
3X8
3X3
5X5
1X3
3"8
12'2"
3"2'6"12 2'6"10 1'5"14 2'6"12 6"
5'5"14
5'5"14
7'5"14
2'
12'2"
4'8"2
2'1'9"3"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP M-31 :T3 4x2 SP #1:
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 434 plf at 0.13 to 434 plf at 14.58
BC: From 10 plf at 0.00 to 10 plf at 14.21
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V*564 /-/-/75 /66 /-
K 1206 /-/-/334 /145 /-
Wind reactions based on MWFRS
V Brg Width = 111 Min Req =-
K Brg Width = 3.0 Min Req =1.5
Bearings V & K are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 206 -32
B - C 206 -32
C - D 173 -52
D - E 429 -72
E - F 429 -72
F - G 429 -72
Chords Tens.Comp.
G - H 50 -351
H - I 49 -344
I - J 140 -795
J - K 140 -795
K - L 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
V - U 0 -1
U - T 57 -157
T - S 52 -173
S - R 58 -169
R - Q 40 -186
Chords Tens.Comp.
Q - P 40 -186
P - O 40 -186
O - N 816 -129
N - M 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W - V 63 -190
A - W 60 -161
A - U 46 -298
B - U 142 -759
U - C 87 -236
C - T 98 -712
S - D 123 -456
D - R 82 -554
E - R 77 -591
Webs Tens.Comp.
R - G 49 -352
G - Q 217 -1386
G - O 1043 -175
H - O 53 -398
O - I 135 -782
I - N 19 -34
J - N 166 -915
N - K 1257 -222
K - M 12 -4
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 7.5 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032J 999 360
VERT(CL): 0.080J 820 240
HORZ(LL): 0.004G - -
HORZ(TL): 0.011G - -
Creep Factor: 2.0
Max TC CSI: 0.939
Max BC CSI: 0.472
Max Web CSI: 0.599
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F8
Ply: 1
Qty:1
Wgt: 113.4 lbs
SEQN: 223827 / T25 / SY42
FROM: CK DRW:
.../...01/02/2020
T3
+
A B C D E F G H I J KL
MNOP
QRSTU
V
W1.5X3(R)
3X3
2X4(R)
3X3
3X4
3X3
1X3 1X3
3X3 2X4
3X4
W=3X4
5X7(R)
2X4
W=3X5
3X5
4X6
3X5(R)3X5
4X8
4X6(R)
1X3
3"8
14'7"
3"
1'8"12
1'6"4 1'3"8 1'9"8
1'0"12
1'4"12 1'4"12 1'4"12
6"
3'7"8
3'7"8
5'7"8
2'
14'7"
8'11"8
2'1'9"3"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 4x2 SP M-31 :T3 4x2 SP #1:
Bot chord 4x2 SP #2
Webs 4x2 SP #3
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 434 plf at 0.13 to 434 plf at 14.58
BC: From 10 plf at 0.00 to 10 plf at 14.21
Wind
Wind loads based on MWFRS with additional C&C
member design.
Additional Notes
+ 2x6 continuous strongback. See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
V*564 /-/-/75 /66 /-
K 1206 /-/-/334 /145 /-
Wind reactions based on MWFRS
V Brg Width = 111 Min Req =-
K Brg Width = 3.0 Min Req =1.5
Bearings V & K are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 206 -32
B - C 206 -32
C - D 173 -52
D - E 429 -72
E - F 429 -72
F - G 429 -72
Chords Tens.Comp.
G - H 50 -351
H - I 49 -344
I - J 140 -795
J - K 140 -795
K - L 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
V - U 0 -1
U - T 57 -157
T - S 52 -173
S - R 58 -169
R - Q 40 -186
Chords Tens.Comp.
Q - P 40 -186
P - O 40 -186
O - N 816 -129
N - M 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
W - V 63 -190
A - W 60 -161
A - U 46 -298
B - U 142 -759
U - C 87 -236
C - T 98 -712
S - D 123 -456
D - R 82 -554
E - R 77 -591
Webs Tens.Comp.
R - G 49 -352
G - Q 217 -1386
G - O 1043 -175
H - O 53 -398
O - I 135 -782
I - N 19 -34
J - N 166 -915
N - K 1257 -222
K - M 12 -4
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 7.5 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:12(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.032J 999 360
VERT(CL): 0.080J 820 240
HORZ(LL): 0.004G - -
HORZ(TL): 0.011G - -
Creep Factor: 2.0
Max TC CSI: 0.939
Max BC CSI: 0.472
Max Web CSI: 0.599
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:F8
Ply: 1
Qty:1
Wgt: 113.4 lbs
SEQN: 223827 / T25 / SY42
FROM: CK DRW:
.../...01/02/2020
T3
+
A B C D E F G H I J KL
MNOP
QRSTU
V
W1.5X3(R)
3X3
2X4(R)
3X3
3X4
3X3
1X3 1X3
3X3 2X4
3X4
W=3X4
5X7(R)
2X4
W=3X5
3X5
4X6
3X5(R)3X5
4X8
4X6(R)
1X3
3"8
14'7"
3"
1'8"12
1'6"4 1'3"8 1'9"8
1'0"12
1'4"12 1'4"12 1'4"12
6"
3'7"8
3'7"8
5'7"8
2'
14'7"
8'11"8
2'1'9"3"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-31
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3 :W2 2x4 SP #2:
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 434 plf at 0.00 to 434 plf at 21.25
BC: From 10 plf at 0.00 to 10 plf at 21.25
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 4717 /-/0 /511 /843 /-
L 4717 /-/0 /511 /843 /-
Wind reactions based on MWFRS
R Brg Width = 7.0 Min Req =2.4
L Brg Width = -Min Req =-
Bearing R is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 2 -14
C - D 989-5562
D - E 989-5562
E - F 1307-7336
Chords Tens.Comp.
F - G 1307 -7336
G - H 989 -5562
H - I 989 -5562
I - J 2 -14
J - K 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
R - Q 0 0
Q - P 3393 -613
P - O 6928-1241
Chords Tens.Comp.
O - N 6928 -1241
N - M 3393 -613
M - L 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - Q 57 -292
Q - C 711-3934
C - P 2565 -445
D - P 101 -508
P - E 299-1615
E - O 481 -85
F - O 101 -507
Webs Tens.Comp.
O - G 481 -85
G - N 299 -1615
H - N 101 -508
N - I 2565 -445
I - M 711 -3934
J - M 57 -292
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.201F 999 360
VERT(CL): 0.503F 499 240
HORZ(LL): 0.039A - -
HORZ(TL): 0.099A - -
Creep Factor: 2.0
Max TC CSI: 0.602
Max BC CSI: 0.669
Max Web CSI: 0.771
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:FG1-2PLY
Ply: 2
Qty:1
Wgt: 254.8 lbs
SEQN: 223837 / T28 / MONO
FROM: AO DRW:
.../...01/02/2020
W2 W2 W2 W2
AB C D E F G H I JK
LMNOPQR
2X4
8X8
4X12 2X4
H1015
4X4 5X5
3X8
4X4 2X4
H1015
4X12
2X4
8X8
21'3"
2"
2"
2'10"11
2'8"11 5'5"10
2'6"15
8'0"9
2'6"15
10'7"8
2'6"15
13'2"7
2'6"15
15'9"6
2'6"15
18'4"5
2'6"15
21'1"
2'8"11
21'3"
2"
2"
2"5'5"10
5'3"10
10'7"8
5'1"14
15'9"6
5'1"14
21'1"
5'3"10
21'3"
2"2'**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-31
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3 :W2 2x4 SP #2:
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 7.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 434 plf at 0.00 to 434 plf at 21.25
BC: From 10 plf at 0.00 to 10 plf at 21.25
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads based on MWFRS with additional C&C
member design.
End verticals not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
R 4717 /-/0 /511 /843 /-
L 4717 /-/0 /511 /843 /-
Wind reactions based on MWFRS
R Brg Width = 7.0 Min Req =2.4
L Brg Width = -Min Req =-
Bearing R is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 2 -14
C - D 989-5562
D - E 989-5562
E - F 1307-7336
Chords Tens.Comp.
F - G 1307 -7336
G - H 989 -5562
H - I 989 -5562
I - J 2 -14
J - K 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
R - Q 0 0
Q - P 3393 -613
P - O 6928-1241
Chords Tens.Comp.
O - N 6928 -1241
N - M 3393 -613
M - L 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - Q 57 -292
Q - C 711-3934
C - P 2565 -445
D - P 101 -508
P - E 299-1615
E - O 481 -85
F - O 101 -507
Webs Tens.Comp.
O - G 481 -85
G - N 299 -1615
H - N 101 -508
N - I 2565 -445
I - M 711 -3934
J - M 57 -292
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 3.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.201F 999 360
VERT(CL): 0.503F 499 240
HORZ(LL): 0.039A - -
HORZ(TL): 0.099A - -
Creep Factor: 2.0
Max TC CSI: 0.602
Max BC CSI: 0.669
Max Web CSI: 0.771
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:FG1-2PLY
Ply: 2
Qty:1
Wgt: 254.8 lbs
SEQN: 223837 / T28 / MONO
FROM: AO DRW:
.../...01/02/2020
W2 W2 W2 W2
AB C D E F G H I JK
LMNOPQR
2X4
8X8
4X12 2X4
H1015
4X4 5X5
3X8
4X4 2X4
H1015
4X12
2X4
8X8
21'3"
2"
2"
2'10"11
2'8"11 5'5"10
2'6"15
8'0"9
2'6"15
10'7"8
2'6"15
13'2"7
2'6"15
15'9"6
2'6"15
18'4"5
2'6"15
21'1"
2'8"11
21'3"
2"
2"
2"5'5"10
5'3"10
10'7"8
5'1"14
15'9"6
5'1"14
21'1"
5'3"10
21'3"
2"2'
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 SP SS Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 3.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 58 plf at 0.00 to 58 plf at 3.83
TC: From 174 plf at 3.83 to 174 plf at 6.15
TC: From 232 plf at 6.15 to 232 plf at 7.71
TC: From 372 plf at 7.71 to 372 plf at 9.87
BC: From 10 plf at 0.00 to 10 plf at 9.87
TC: 444 lb Conc. Load at 0.15
TC: 454 lb Conc. Load at 2.15, 4.15, 6.15, 8.15
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 3145 /-/-/-/-/-
N*465 /-/-/-/-/-
K Brg Width = 4.0 Min Req =1.5
N Brg Width = 26.0 Min Req =-
Bearings K & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 2 0
C - D 1028 0
Chords Tens.Comp.
D - E 1028 0
E - F 53 0
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
M - L 0 0
L - K 0 -373
K - J 0 -44
Chords Tens.Comp.
J - I 12 0
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - L 0 -254
L - C 443 0
C - K 0 -798
D - K 0 -367
Webs Tens.Comp.
K - E 0 -1191
E - J 25 -115
J - F 0 -63
F - I 0 -411
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.016B 999 360
VERT(CL): 0.027B 999 240
HORZ(LL):-0.003B - -
HORZ(TL): 0.005B - -
Creep Factor: 2.0
Max TC CSI: 0.250
Max BC CSI: 0.101
Max Web CSI: 0.294
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:FG2-2PLY
Ply: 2
Qty:1
Wgt: 126.0 lbs
SEQN: 223859 / T62 / FLAT
FROM: AO DRW:
.../...01/02/2020
AB C D E FG
H
I
JKLM
N
2X4 2X4
3X8 2X4
3'10"6'0"8
2"
2"
2'1"12
1'11"12
4'
1'10"4
6'1"12
2'1"12
9'8"8
3'6"12
9'10"8
2"
2"
2"
4'
3'10"
6'1"12
2'1"12
9'8"8
3'6"12
9'10"8
2"1'9"**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 SP SS Dense
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 3.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 58 plf at 0.00 to 58 plf at 3.83
TC: From 174 plf at 3.83 to 174 plf at 6.15
TC: From 232 plf at 6.15 to 232 plf at 7.71
TC: From 372 plf at 7.71 to 372 plf at 9.87
BC: From 10 plf at 0.00 to 10 plf at 9.87
TC: 444 lb Conc. Load at 0.15
TC: 454 lb Conc. Load at 2.15, 4.15, 6.15, 8.15
Plating Notes
All plates are 3X4 except as noted.
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
K 3145 /-/-/-/-/-
N*465 /-/-/-/-/-
K Brg Width = 4.0 Min Req =1.5
N Brg Width = 26.0 Min Req =-
Bearings K & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 2 0
C - D 1028 0
Chords Tens.Comp.
D - E 1028 0
E - F 53 0
F - G 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
M - L 0 0
L - K 0 -373
K - J 0 -44
Chords Tens.Comp.
J - I 12 0
I - H 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - L 0 -254
L - C 443 0
C - K 0 -798
D - K 0 -367
Webs Tens.Comp.
K - E 0 -1191
E - J 25 -115
J - F 0 -63
F - I 0 -411
Loading Criteria (psf)
TCLL:40.00
TCDL:18.00
BCLL: 0.00
BCDL: 5.00
Des Ld:63.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:NA
Speed:NA mph
Enclosure: NA
Category: NA
EXP: NAKzt: NA
Mean Height: NA ft
TCDL: NA psf
BCDL: NA psf
MWFRS Parallel Dist: NA
C&C Dist a: NA ft
Loc. from endwall: NA
I: NA GCpi: NA
Wind Duration: NA
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.016B 999 360
VERT(CL): 0.027B 999 240
HORZ(LL):-0.003B - -
HORZ(TL): 0.005B - -
Creep Factor: 2.0
Max TC CSI: 0.250
Max BC CSI: 0.101
Max Web CSI: 0.294
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:FG2-2PLY
Ply: 2
Qty:1
Wgt: 126.0 lbs
SEQN: 223859 / T62 / FLAT
FROM: AO DRW:
.../...01/02/2020
AB C D E FG
H
I
JKLM
N
2X4 2X4
3X8 2X4
3'10"6'0"8
2"
2"
2'1"12
1'11"12
4'
1'10"4
6'1"12
2'1"12
9'8"8
3'6"12
9'10"8
2"
2"
2"
4'
3'10"
6'1"12
2'1"12
9'8"8
3'6"12
9'10"8
2"1'9"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-31 :T2 2x6 SP #2:
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3 :W3 2x4 SP #2:
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 5.01
TC: From 28 plf at 5.01 to 28 plf at 23.06
TC: From 56 plf at 23.06 to 56 plf at 25.96
BC: From 20 plf at 0.00 to 20 plf at 7.13
BC: From 10 plf at 7.13 to 10 plf at 24.33
BC: 2424 lb Conc. Load at 7.13
BC: 1127 lb Conc. Load at 9.06,11.06,19.06,21.06
23.06
BC: 1131 lb Conc. Load at 13.06,15.06,17.06
Wind
Wind loads based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 5506 /-/-/647 /7547/356
F 7285 /-/-/539 /9132/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.9
F Brg Width = 4.0 Min Req =2.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 13 -23
B - C 5326-3872
C - D 3780-2801
Chords Tens.Comp.
D - E 3783 -2806
E - F 5225 -4043
F - G 13 -23
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 3445-4729
J - I 3401-4668
Chords Tens.Comp.
I - H 3572 -4615
H - F 3623 -4674
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 1072-1493
C - I 1586-1099
D - I 2404-3224
Webs Tens.Comp.
I - E 1522 -1310
E - H 1245 -1423
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.04 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.274I 999 360
VERT(CL): 0.209I 999 240
HORZ(LL):-0.085H - -
HORZ(TL): 0.086H - -
Creep Factor: 2.0
Max TC CSI: 0.488
Max BC CSI: 0.583
Max Web CSI: 0.566
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G1-3PLY
Ply: 3
Qty:1
Wgt: 445.2 lbs
SEQN: 216200 / T7 / SPEC
FROM: AO DRW:
.../...01/02/2020
T2
T2
W3
A
B
C
D
E
F
GHIJ
6
12
3X10(A5R)
2X10
H0710
5X7(R)
8X8
7X8
2X10
3X10(A5R)
24'4"
7'1"8
7'1"8
12'2"
5'0"8
17'2"8
5'0"8
24'4"
7'1"8
24'4"
0'
7'1"8
7'1"8
12'2"
5'0"8
17'2"8
5'0"8
24'4"
7'1"8
24'4"
0'
1'6"0'
1'6"
4"36'5"37'1"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-31 :T2 2x6 SP #2:
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3 :W3 2x4 SP #2:
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 4.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 5.01
TC: From 28 plf at 5.01 to 28 plf at 23.06
TC: From 56 plf at 23.06 to 56 plf at 25.96
BC: From 20 plf at 0.00 to 20 plf at 7.13
BC: From 10 plf at 7.13 to 10 plf at 24.33
BC: 2424 lb Conc. Load at 7.13
BC: 1127 lb Conc. Load at 9.06,11.06,19.06,21.06
23.06
BC: 1131 lb Conc. Load at 13.06,15.06,17.06
Wind
Wind loads based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 5506 /-/-/647 /7547/356
F 7285 /-/-/539 /9132/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.9
F Brg Width = 4.0 Min Req =2.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 13 -23
B - C 5326-3872
C - D 3780-2801
Chords Tens.Comp.
D - E 3783 -2806
E - F 5225 -4043
F - G 13 -23
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 3445-4729
J - I 3401-4668
Chords Tens.Comp.
I - H 3572 -4615
H - F 3623 -4674
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - C 1072-1493
C - I 1586-1099
D - I 2404-3224
Webs Tens.Comp.
I - E 1522 -1310
E - H 1245 -1423
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.04 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.274I 999 360
VERT(CL): 0.209I 999 240
HORZ(LL):-0.085H - -
HORZ(TL): 0.086H - -
Creep Factor: 2.0
Max TC CSI: 0.488
Max BC CSI: 0.583
Max Web CSI: 0.566
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G1-3PLY
Ply: 3
Qty:1
Wgt: 445.2 lbs
SEQN: 216200 / T7 / SPEC
FROM: AO DRW:
.../...01/02/2020
T2
T2
W3
A
B
C
D
E
F
GHIJ
6
12
3X10(A5R)
2X10
H0710
5X7(R)
8X8
7X8
2X10
3X10(A5R)
24'4"
7'1"8
7'1"8
12'2"
5'0"8
17'2"8
5'0"8
24'4"
7'1"8
24'4"
0'
7'1"8
7'1"8
12'2"
5'0"8
17'2"8
5'0"8
24'4"
7'1"8
24'4"
0'
1'6"0'
1'6"
4"36'5"37'1"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
G2G1
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-30
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at 0.00 to 56 plf at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
BC: 268 lb Conc. Load at 1.40, 3.40, 5.40
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 685 /-/-/-/859 /-
D 648 /-/-/-/817 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 221 -123
Chords Tens.Comp.
B - C 5 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 26 -38
Chords Tens.Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 361 -173
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.16 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.044E - -
HORZ(TL): 0.046E - -
Creep Factor: 2.0
Max TC CSI: 0.554
Max BC CSI: 0.513
Max Web CSI: 0.388
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G2
Ply: 1
Qty:1
Wgt: 33.6 lbs
SEQN: 208487 / T1 / EJAC
FROM: AO DRW:
.../...12/17/2019
A
B C
DE
6
12
2X4(A1)
3X4
2X10
7'
7'
7'
4"3 3'10"3HB 1"
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-30
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at 0.00 to 56 plf at 7.00
BC: From 20 plf at 0.00 to 20 plf at 7.00
BC: 268 lb Conc. Load at 1.40, 3.40, 5.40
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 685 /-/-/-/859 /-
D 648 /-/-/-/817 /-
Wind reactions based on MWFRS
A Brg Width = 6.0 Min Req =1.5
D Brg Width = -Min Req =-
Bearing A is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 221 -123
Chords Tens.Comp.
B - C 5 -2
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - E 26 -38
Chords Tens.Comp.
E - D 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 361 -173
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.16 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL):-0.044E - -
HORZ(TL): 0.046E - -
Creep Factor: 2.0
Max TC CSI: 0.554
Max BC CSI: 0.513
Max Web CSI: 0.388
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G2
Ply: 1
Qty:1
Wgt: 33.6 lbs
SEQN: 208487 / T1 / EJAC
FROM: AO DRW:
.../...12/17/2019
A
B C
DE
6
12
2X4(A1)
3X4
2X10
7'
7'
7'
4"3 3'10"3HB 1"
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 SP #2
Bot chord 2x8 SP SS Dense
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 27 plf at 0.67 to 27 plf at 22.00
BC: From 64 plf at 0.00 to 64 plf at 0.67
BC: From 10 plf at 0.67 to 10 plf at 22.00
TC: 86 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
BC: 69 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
Plating Notes
All plates are 2X4 except as noted.
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1197 /-/-/-/1021/-
X 1188 /-/-/-/1031/-
Wind reactions based on MWFRS
W Brg Width = 8.0 Min Req =1.5
X Brg Width = 8.0 Min Req =1.5
Bearings W & P are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 10 -11
C - D 2285-2692
D - E 2285-2692
E - F 3022-3543
F - G 3022-3543
G - H 2945-3453
Chords Tens.Comp.
H - I 2945 -3453
I - J 2945 -3453
J - K 1950 -2299
K - L 1950 -2299
L - M 3 -4
M - N 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
W - V 0 0
V - U 1510-1331
U - T 3233-2792
T - S 3611-3120
Chords Tens.Comp.
S - R 3611 -3120
R - Q 2988 -2583
Q - P 1292 -1143
P - O 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - V 99 -73
V - C 1708-1938
C - U 1572-1268
D - U 148 -81
U - E 675 -719
E - T 412 -305
F - T 157 -91
T - G 131 -90
Webs Tens.Comp.
G - R 233 -210
H - R 155 -89
R - J 619 -481
J - Q 842 -915
K - Q 166 -102
Q - L 1339 -1072
L - P 1474 -1666
M - P 69 -46
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.172F 999 360
VERT(CL): 0.220F 999 240
HORZ(LL):-0.029A - -
HORZ(TL): 0.037A - -
Creep Factor: 2.0
Max TC CSI: 0.460
Max BC CSI: 0.390
Max Web CSI: 0.599
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G3
Ply: 1
Qty:1
Wgt: 166.6 lbs
SEQN: 223850 / T64 / FLAT
FROM: CK DRW:
.../...01/02/2020
AB C D E F G H I J K L MN
O
P
QRSTUVW X
3X5
4X16(R)
3X6
3X10
3X4
3X8
3X4
6X8 3X8
4X5
3X4
3X10
3X5
4X12(R)
22'
10"
10"
3'0"10
2'2"10 5'1"7
2'0"14
7'2"5
2'0"14
9'3"2
2'0"14
11'4"
2'0"14
13'4"14
2'0"14
15'5"11
2'0"14
17'6"9
2'0"14
19'7"6
2'0"14
21'10"
2'2"10
22'
2"
10"
10"5'1"7
4'3"7
9'3"2
4'1"11
13'4"14
4'1"11
17'6"9
4'1"11
21'10"
4'3"7
22'
2"
7"4 2'4"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 SP #2
Bot chord 2x8 SP SS Dense
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 27 plf at 0.67 to 27 plf at 22.00
BC: From 64 plf at 0.00 to 64 plf at 0.67
BC: From 10 plf at 0.67 to 10 plf at 22.00
TC: 86 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
BC: 69 lb Conc. Load at 1.94, 3.94, 5.94, 7.94
9.94,11.94,13.94,15.94,17.94,19.94
Plating Notes
All plates are 2X4 except as noted.
Purlins
The TC of this truss shall be braced with attached
spans at 24" oc in lieu of structural sheathing.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Additional Notes
Truss must be installed as shown with top chord up.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
W 1197 /-/-/-/1021/-
X 1188 /-/-/-/1031/-
Wind reactions based on MWFRS
W Brg Width = 8.0 Min Req =1.5
X Brg Width = 8.0 Min Req =1.5
Bearings W & P are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 0
B - C 10 -11
C - D 2285-2692
D - E 2285-2692
E - F 3022-3543
F - G 3022-3543
G - H 2945-3453
Chords Tens.Comp.
H - I 2945 -3453
I - J 2945 -3453
J - K 1950 -2299
K - L 1950 -2299
L - M 3 -4
M - N 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
W - V 0 0
V - U 1510-1331
U - T 3233-2792
T - S 3611-3120
Chords Tens.Comp.
S - R 3611 -3120
R - Q 2988 -2583
Q - P 1292 -1143
P - O 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - V 99 -73
V - C 1708-1938
C - U 1572-1268
D - U 148 -81
U - E 675 -719
E - T 412 -305
F - T 157 -91
T - G 131 -90
Webs Tens.Comp.
G - R 233 -210
H - R 155 -89
R - J 619 -481
J - Q 842 -915
K - Q 166 -102
Q - L 1339 -1072
L - P 1474 -1666
M - P 69 -46
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.172F 999 360
VERT(CL): 0.220F 999 240
HORZ(LL):-0.029A - -
HORZ(TL): 0.037A - -
Creep Factor: 2.0
Max TC CSI: 0.460
Max BC CSI: 0.390
Max Web CSI: 0.599
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G3
Ply: 1
Qty:1
Wgt: 166.6 lbs
SEQN: 223850 / T64 / FLAT
FROM: CK DRW:
.../...01/02/2020
AB C D E F G H I J K L MN
O
P
QRSTUVW X
3X5
4X16(R)
3X6
3X10
3X4
3X8
3X4
6X8 3X8
4X5
3X4
3X10
3X5
4X12(R)
22'
10"
10"
3'0"10
2'2"10 5'1"7
2'0"14
7'2"5
2'0"14
9'3"2
2'0"14
11'4"
2'0"14
13'4"14
2'0"14
15'5"11
2'0"14
17'6"9
2'0"14
19'7"6
2'0"14
21'10"
2'2"10
22'
2"
10"
10"5'1"7
4'3"7
9'3"2
4'1"11
13'4"14
4'1"11
17'6"9
4'1"11
21'10"
4'3"7
22'
2"
7"4 2'4"3
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2 :T2 2x4 SP #1:
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 7.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 392 plf at 0.00 to 296 plf at 14.00
BC: From 20 plf at 0.00 to 20 plf at 14.00
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Blocking
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 2 located at 13.67'
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 2648 /-/-/410 /915 /280
G 2443 /-/-/463 /1047/-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 694-1907
B - C 461-1156
C - D 378 -956
Chords Tens.Comp.
D - E 125 -202
E - F 7 -11
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - J 1539 -564
J - I 1541 -566
Chords Tens.Comp.
I - H 859 -347
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - B 78 -78
B - I 248 -764
I - D 472 -113
Webs Tens.Comp.
D - H 500 -1240
E - H 173 -305
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 16.18 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 72.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025B 999 360
VERT(CL): 0.066B 999 240
HORZ(LL):-0.012F - -
HORZ(TL): 0.032F - -
Creep Factor: 2.0
Max TC CSI: 0.793
Max BC CSI: 0.594
Max Web CSI: 0.631
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G4-2PLY
Ply: 2
Qty:1
Wgt: 184.8 lbs
SEQN: 223809 / T24 / MONO
FROM: AO DRW:
.../...01/02/2020
T2
A
B
C
D
E F
GHIJ
6
12
4X5(B2)
2X4
3X4
3X4
3X4
3X4
2X4
4X8(R)
14'
4'5"9
4'5"9
9'0"15
4'7"5
13'10"
4'9"1
14'
2"
4'5"9
4'5"9
9'0"15
4'7"5
13'10"
4'9"1
14'
2"
8"3 7'8"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2 :T2 2x4 SP #1:
Bot chord 2x6 SP #2
Webs 2x4 SP #3
Nailnote
Nail Schedule:0.148"x3", min. nails
Top Chord: 1 Row @ 7.75" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
------(Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00)
TC: From 392 plf at 0.00 to 296 plf at 14.00
BC: From 20 plf at 0.00 to 20 plf at 14.00
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Blocking
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 2 located at 13.67'
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 2648 /-/-/410 /915 /280
G 2443 /-/-/463 /1047/-
Wind reactions based on MWFRS
A Brg Width = -Min Req =-
G Brg Width = 4.0 Min Req =1.5
Bearing H is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 694-1907
B - C 461-1156
C - D 378 -956
Chords Tens.Comp.
D - E 125 -202
E - F 7 -11
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - J 1539 -564
J - I 1541 -566
Chords Tens.Comp.
I - H 859 -347
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
J - B 78 -78
B - I 248 -764
I - D 472 -113
Webs Tens.Comp.
D - H 500 -1240
E - H 173 -305
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.00
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 16.18 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 72.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.025B 999 360
VERT(CL): 0.066B 999 240
HORZ(LL):-0.012F - -
HORZ(TL): 0.032F - -
Creep Factor: 2.0
Max TC CSI: 0.793
Max BC CSI: 0.594
Max Web CSI: 0.631
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:G4-2PLY
Ply: 2
Qty:1
Wgt: 184.8 lbs
SEQN: 223809 / T24 / MONO
FROM: AO DRW:
.../...01/02/2020
T2
A
B
C
D
E F
GHIJ
6
12
4X5(B2)
2X4
3X4
3X4
3X4
3X4
2X4
4X8(R)
14'
4'5"9
4'5"9
9'0"15
4'7"5
13'10"
4'9"1
14'
2"
4'5"9
4'5"9
9'0"15
4'7"5
13'10"
4'9"1
14'
2"
8"3 7'8"3
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 3X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
C*107 /-/-/79 /227 /117
Wind reactions based on MWFRS
C Brg Width = 48.0 Min Req =-
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -5
B - C 41 -203
Chords Tens.Comp.
C - D 47 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
F - E 0 0
Chords Tens.Comp.
E - C 6 -23
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 447 -115
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007A 0 360
VERT(CL): 0.005E 999 240
HORZ(LL): 0.004E - -
HORZ(TL): 0.004E - -
Creep Factor: 2.0
Max TC CSI: 0.846
Max BC CSI: 0.224
Max Web CSI: 0.239
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:GE1
Ply: 1
Qty:1
Wgt: 19.6 lbs
SEQN: 223856 / T63 / GABL
FROM: CK DRW:
.../...01/02/2020
A B
C
DE
F
6
12
3X6
2X4(A1)
4'
2"
2"
4'
3'10"
2"
2"
4'
3'10"1'6"2'4"34"3 3'0"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Plating Notes
All plates are 3X4 except as noted.
Loading
Truss designed to support 1-0-0 top chord outlookers
and cladding load not to exceed 3.00 PSF one face
and 24.0" span opposite face. Top chord must not be
cut or notched, unless specified otherwise.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Left end vertical not exposed to wind pressure.
Maximum Reactions (lbs), or *=PLF
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
C*107 /-/-/79 /227 /117
Wind reactions based on MWFRS
C Brg Width = 48.0 Min Req =-
Bearing F is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 0 -5
B - C 41 -203
Chords Tens.Comp.
C - D 47 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
F - E 0 0
Chords Tens.Comp.
E - C 6 -23
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - E 447 -115
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: Any
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.007A 0 360
VERT(CL): 0.005E 999 240
HORZ(LL): 0.004E - -
HORZ(TL): 0.004E - -
Creep Factor: 2.0
Max TC CSI: 0.846
Max BC CSI: 0.224
Max Web CSI: 0.239
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:GE1
Ply: 1
Qty:1
Wgt: 19.6 lbs
SEQN: 223856 / T63 / GABL
FROM: CK DRW:
.../...01/02/2020
A B
C
DE
F
6
12
3X6
2X4(A1)
4'
2"
2"
4'
3'10"
2"
2"
4'
3'10"1'6"2'4"34"3 3'0"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-31
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1007 /-/-/660 /1150/364
G 1007 /-/-/660 /1150/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 1734-1537
C - D 1384-1194
D - E 1344-1005
Chords Tens.Comp.
E - F 1378 -1190
F - G 1733 -1536
G - H 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1327-1345
K - J 1002 -787
Chords Tens.Comp.
J - I 1002 -787
I - G 1326 -1344
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 628 -366
D - K 331 -318
D - I 207 -199
Webs Tens.Comp.
I - E 340 -316
I - F 631 -368
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.096K 999 360
VERT(CL): 0.094K 999 240
HORZ(LL):-0.034I - -
HORZ(TL): 0.036I - -
Creep Factor: 2.0
Max TC CSI: 0.815
Max BC CSI: 0.425
Max Web CSI: 0.280
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H11
Ply: 1
Qty:1
Wgt: 133.0 lbs
SEQN: 211058 / T15 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
5X5
4X8
3X4 4X5 3X8
4X8
5X5
3X4(A1)
24'4"
5'7"4
5'7"4
11'
5'4"12
13'4"
2'4"1
18'8"12
5'4"12
24'4"
5'7"4
11'2"
11'2"
13'4"
2'2"1
24'4"
10'11"151'6"1'6"
4"35'10"26'6"14**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-31
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1007 /-/-/660 /1150/364
G 1007 /-/-/660 /1150/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 1734-1537
C - D 1384-1194
D - E 1344-1005
Chords Tens.Comp.
E - F 1378 -1190
F - G 1733 -1536
G - H 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1327-1345
K - J 1002 -787
Chords Tens.Comp.
J - I 1002 -787
I - G 1326 -1344
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 628 -366
D - K 331 -318
D - I 207 -199
Webs Tens.Comp.
I - E 340 -316
I - F 631 -368
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.096K 999 360
VERT(CL): 0.094K 999 240
HORZ(LL):-0.034I - -
HORZ(TL): 0.036I - -
Creep Factor: 2.0
Max TC CSI: 0.815
Max BC CSI: 0.425
Max Web CSI: 0.280
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H11
Ply: 1
Qty:1
Wgt: 133.0 lbs
SEQN: 211058 / T15 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
5X5
4X8
3X4 4X5 3X8
4X8
5X5
3X4(A1)
24'4"
5'7"4
5'7"4
11'
5'4"12
13'4"
2'4"1
18'8"12
5'4"12
24'4"
5'7"4
11'2"
11'2"
13'4"
2'2"1
24'4"
10'11"151'6"1'6"
4"35'10"26'6"14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 3-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 3-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 384 /-/-/387 /607 /-
E 400 /-/-/403 /633 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 6.0 Min Req =1.5
Bearings B & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 45 -85
B - C 522 -390
C - D 377 -316
Chords Tens.Comp.
D - E 508 -378
E - F 45 -85
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 319 -398
H - G 325 -399
Chords Tens.Comp.
G - E 303 -376
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 67 -9
C - G 39 -20
Webs Tens.Comp.
G - D 67 -4
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.011H 999 360
VERT(CL): 0.009H 999 240
HORZ(LL):-0.005G - -
HORZ(TL): 0.006G - -
Creep Factor: 2.0
Max TC CSI: 0.389
Max BC CSI: 0.117
Max Web CSI: 0.026
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H3
Ply: 1
Qty:1
Wgt: 39.2 lbs
SEQN: 214515 / T5 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C D
E
FGH
6
12
2X4(A1)
4X8
2X4 3X4
4X8
2X4(A1)
7'4"
3'
3'
4'4"
1'4"
7'4"
3'
3'
3'
4'4"
1'4"
7'4"
3'1'6"1'6"
4"21'10"32'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Left side jacks have 3-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 3-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 3-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 384 /-/-/387 /607 /-
E 400 /-/-/403 /633 /-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
E Brg Width = 6.0 Min Req =1.5
Bearings B & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 45 -85
B - C 522 -390
C - D 377 -316
Chords Tens.Comp.
D - E 508 -378
E - F 45 -85
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 319 -398
H - G 325 -399
Chords Tens.Comp.
G - E 303 -376
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 67 -9
C - G 39 -20
Webs Tens.Comp.
G - D 67 -4
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.011H 999 360
VERT(CL): 0.009H 999 240
HORZ(LL):-0.005G - -
HORZ(TL): 0.006G - -
Creep Factor: 2.0
Max TC CSI: 0.389
Max BC CSI: 0.117
Max Web CSI: 0.026
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H3
Ply: 1
Qty:1
Wgt: 39.2 lbs
SEQN: 214515 / T5 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C D
E
FGH
6
12
2X4(A1)
4X8
2X4 3X4
4X8
2X4(A1)
7'4"
3'
3'
4'4"
1'4"
7'4"
3'
3'
3'
4'4"
1'4"
7'4"
3'1'6"1'6"
4"21'10"32'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 685 /-/-/-/499 /-
F 594 /-/-/-/394 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = 8.0 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -45
B - C 636 -995
C - D 892-1379
Chords Tens.Comp.
D - E 892 -1379
E - F 691 -1042
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 854 -531
I - H 862 -526
Chords Tens.Comp.
H - G 914 -585
G - F 904 -588
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 83 0
C - H 549 -388
D - H 292 -249
Webs Tens.Comp.
H - E 494 -325
G - E 107 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.047D 999 360
VERT(CL): 0.091D 999 240
HORZ(LL): 0.011G - -
HORZ(TL): 0.020G - -
Creep Factor: 2.0
Max TC CSI: 0.351
Max BC CSI: 0.338
Max Web CSI: 0.209
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H3C
Ply: 1
Qty:1
Wgt: 72.8 lbs
SEQN: 206986 / T32 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C D E
F
GHI
6
12
3X4(A1)
4X8
2X4
2X4
5X8 2X4
4X8
3X4(A1)
14'8"
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'1'6"
4"31'10"32'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 3-0-0 jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 685 /-/-/-/499 /-
F 594 /-/-/-/394 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
F Brg Width = 8.0 Min Req =1.5
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -45
B - C 636 -995
C - D 892-1379
Chords Tens.Comp.
D - E 892 -1379
E - F 691 -1042
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 854 -531
I - H 862 -526
Chords Tens.Comp.
H - G 914 -585
G - F 904 -588
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 83 0
C - H 549 -388
D - H 292 -249
Webs Tens.Comp.
H - E 494 -325
G - E 107 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.047D 999 360
VERT(CL): 0.091D 999 240
HORZ(LL): 0.011G - -
HORZ(TL): 0.020G - -
Creep Factor: 2.0
Max TC CSI: 0.351
Max BC CSI: 0.338
Max Web CSI: 0.209
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H3C
Ply: 1
Qty:1
Wgt: 72.8 lbs
SEQN: 206986 / T32 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C D E
F
GHI
6
12
3X4(A1)
4X8
2X4
2X4
5X8 2X4
4X8
3X4(A1)
14'8"
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'
3'
3'
7'4"
4'4"
11'8"
4'4"
14'8"
3'1'6"
4"31'10"32'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/483 /482 /184
E 549 /-/-/344 /387 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings B & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 898 -844
Chords Tens.Comp.
C - D 917 -731
D - E 928 -858
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 704 -693
H - G 709 -694
Chords Tens.Comp.
G - F 709 -694
F - E 721 -703
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 188 -28
C - F 150 -125
Webs Tens.Comp.
F - D 206 -77
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.019H 999 360
VERT(CL): 0.036H 999 240
HORZ(LL): 0.009F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.439
Max BC CSI: 0.290
Max Web CSI: 0.071
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H5C
Ply: 1
Qty:1
Wgt: 64.4 lbs
SEQN: 206989 / T46 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C D
E
FGH
6
12
3X4(A1)
4X8
2X4 3X4 3X4
4X8
3X4(A1)
14'8"
5'
5'
9'8"
4'8"
14'8"
5'
5'
5'
9'8"
4'8"
14'8"
5'1'6"
4"32'10"33'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/483 /482 /184
E 549 /-/-/344 /387 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
E Brg Width = 8.0 Min Req =1.5
Bearings B & E are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 898 -844
Chords Tens.Comp.
C - D 917 -731
D - E 928 -858
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - H 704 -693
H - G 709 -694
Chords Tens.Comp.
G - F 709 -694
F - E 721 -703
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - H 188 -28
C - F 150 -125
Webs Tens.Comp.
F - D 206 -77
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.019H 999 360
VERT(CL): 0.036H 999 240
HORZ(LL): 0.009F - -
HORZ(TL): 0.016F - -
Creep Factor: 2.0
Max TC CSI: 0.439
Max BC CSI: 0.290
Max Web CSI: 0.071
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H5C
Ply: 1
Qty:1
Wgt: 64.4 lbs
SEQN: 206989 / T46 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C D
E
FGH
6
12
3X4(A1)
4X8
2X4 3X4 3X4
4X8
3X4(A1)
14'8"
5'
5'
9'8"
4'8"
14'8"
5'
5'
5'
9'8"
4'8"
14'8"
5'1'6"
4"32'10"33'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1 :T2 2x4 SP M-30:
Bot chord 2x4 SP M-31
Webs 2x4 SP #3
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1899 /-/-/-/2091/-
F 1899 /-/-/-/2091/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.6
F Brg Width = 4.0 Min Req =1.6
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -64
B - C 3682-3479
C - D 3239-3121
Chords Tens.Comp.
D - E 3239 -3121
E - F 3682 -3479
F - G 39 -65
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 3033-3171
J - I 3559-3958
Chords Tens.Comp.
I - H 3559 -3958
H - F 3032 -3171
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 1072 -821
J - D 890 -542
Webs Tens.Comp.
D - H 891 -543
H - E 1072 -821
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.240D 999 360
VERT(CL): 0.269D 999 240
HORZ(LL):-0.084H - -
HORZ(TL): 0.093H - -
Creep Factor: 2.0
Max TC CSI: 0.873
Max BC CSI: 0.637
Max Web CSI: 0.408
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H7
Ply: 1
Qty:1
Wgt: 109.2 lbs
SEQN: 211046 / T6 / HIPS
FROM: AO DRW:
.../...01/02/2020
T2
A
B
C D E
F
GHIJ
6
12
4X6(A2)
4X8
3X5 H0510
4X4
3X5
4X8
4X6(A2)
24'4"
7'
7'
12'2"
5'2"
17'4"
5'2"
24'4"
7'
7'
7'
17'4"
10'4"1
24'4"
7'1'6"1'6"
4"33'10"24'6"14**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1 :T2 2x4 SP M-30:
Bot chord 2x4 SP M-31
Webs 2x4 SP #3
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 1-6-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1899 /-/-/-/2091/-
F 1899 /-/-/-/2091/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.6
F Brg Width = 4.0 Min Req =1.6
Bearings B & F are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -64
B - C 3682-3479
C - D 3239-3121
Chords Tens.Comp.
D - E 3239 -3121
E - F 3682 -3479
F - G 39 -65
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 3033-3171
J - I 3559-3958
Chords Tens.Comp.
I - H 3559 -3958
H - F 3032 -3171
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 1072 -821
J - D 890 -542
Webs Tens.Comp.
D - H 891 -543
H - E 1072 -821
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.240D 999 360
VERT(CL): 0.269D 999 240
HORZ(LL):-0.084H - -
HORZ(TL): 0.093H - -
Creep Factor: 2.0
Max TC CSI: 0.873
Max BC CSI: 0.637
Max Web CSI: 0.408
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H7
Ply: 1
Qty:1
Wgt: 109.2 lbs
SEQN: 211046 / T6 / HIPS
FROM: AO DRW:
.../...01/02/2020
T2
A
B
C D E
F
GHIJ
6
12
4X6(A2)
4X8
3X5 H0510
4X4
3X5
4X8
4X6(A2)
24'4"
7'
7'
12'2"
5'2"
17'4"
5'2"
24'4"
7'
7'
7'
17'4"
10'4"1
24'4"
7'1'6"1'6"
4"33'10"24'6"14
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 0-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1032 /-/-/-/732 /-
D 1130 /-/-/-/845 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings A & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 1301-1788
B - C 1092-1560
Chords Tens.Comp.
C - D 1291 -1777
D - E 39 -45
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - H 1528-1080
H - G 1549-1091
Chords Tens.Comp.
G - F 1549 -1091
F - D 1515 -1067
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 498 -277
B - F 40 -2
Webs Tens.Comp.
F - C 548 -302
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.046H 999 360
VERT(CL): 0.082H 999 240
HORZ(LL):-0.019F - -
HORZ(TL): 0.035F - -
Creep Factor: 2.0
Max TC CSI: 0.675
Max BC CSI: 0.848
Max Web CSI: 0.209
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H7B
Ply: 1
Qty:1
Wgt: 67.2 lbs
SEQN: 206995 / T35 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B C
D
EFGH
6
12
3X4(A1)
4X8
2X4 4X4
3X4
4X8
3X5(A1)
15'4"
7'
7'
8'4"
1'4"
15'4"
7'
7'
7'
8'4"
1'4"
15'4"
7'1'6"
4"33'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 0-0-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 7-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
A 1032 /-/-/-/732 /-
D 1130 /-/-/-/845 /-
Wind reactions based on MWFRS
A Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings A & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 1301-1788
B - C 1092-1560
Chords Tens.Comp.
C - D 1291 -1777
D - E 39 -45
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - H 1528-1080
H - G 1549-1091
Chords Tens.Comp.
G - F 1549 -1091
F - D 1515 -1067
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
B - H 498 -277
B - F 40 -2
Webs Tens.Comp.
F - C 548 -302
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.046H 999 360
VERT(CL): 0.082H 999 240
HORZ(LL):-0.019F - -
HORZ(TL): 0.035F - -
Creep Factor: 2.0
Max TC CSI: 0.675
Max BC CSI: 0.848
Max Web CSI: 0.209
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H7B
Ply: 1
Qty:1
Wgt: 67.2 lbs
SEQN: 206995 / T35 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B C
D
EFGH
6
12
3X4(A1)
4X8
2X4 4X4
3X4
4X8
3X5(A1)
15'4"
7'
7'
8'4"
1'4"
15'4"
7'
7'
7'
8'4"
1'4"
15'4"
7'1'6"
4"33'10"34'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /466 /239
D 549 /-/-/342 /371 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 657 -770
Chords Tens.Comp.
C - D 688 -768
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 621 -452
Chords Tens.Comp.
E - D 621 -452
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 324 -97
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022E 999 360
VERT(CL): 0.028E 999 240
HORZ(LL): 0.014E - -
HORZ(TL): 0.017E - -
Creep Factor: 2.0
Max TC CSI: 0.667
Max BC CSI: 0.548
Max Web CSI: 0.123
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H7C
Ply: 1
Qty:1
Wgt: 56.0 lbs
SEQN: 206983 / T57 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
E
6
12
3X4(A1)
H0510
5X5
3X4(A1)
14'8"
7'
7'
14'8"
7'8"
14'8"
14'8"1'6"
4"33'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 648 /-/-/480 /466 /239
D 549 /-/-/342 /371 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
D Brg Width = 8.0 Min Req =1.5
Bearings B & D are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 657 -770
Chords Tens.Comp.
C - D 688 -768
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - E 621 -452
Chords Tens.Comp.
E - D 621 -452
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - E 324 -97
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 4.50 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.022E 999 360
VERT(CL): 0.028E 999 240
HORZ(LL): 0.014E - -
HORZ(TL): 0.017E - -
Creep Factor: 2.0
Max TC CSI: 0.667
Max BC CSI: 0.548
Max Web CSI: 0.123
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H7C
Ply: 1
Qty:1
Wgt: 56.0 lbs
SEQN: 206983 / T57 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
E
6
12
3X4(A1)
H0510
5X5
3X4(A1)
14'8"
7'
7'
14'8"
7'8"
14'8"
14'8"1'6"
4"33'10"34'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1008 /-/-/670 /1138/316
G 1008 /-/-/670 /1139/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 1746-1572
C - D 1523-1332
D - E 1456-1153
Chords Tens.Comp.
E - F 1515 -1326
F - G 1745 -1571
G - H 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1359-1366
K - J 1149 -994
Chords Tens.Comp.
J - I 1149 -994
I - G 1357 -1366
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 426 -239
D - K 350 -244
D - I 178 -172
Webs Tens.Comp.
I - E 352 -241
I - F 431 -242
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.107I 999 360
VERT(CL): 0.111K 999 240
HORZ(LL):-0.042I - -
HORZ(TL): 0.049I - -
Creep Factor: 2.0
Max TC CSI: 0.727
Max BC CSI: 0.724
Max Web CSI: 0.183
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H9
Ply: 1
Qty:1
Wgt: 120.4 lbs
SEQN: 211055 / T13 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
2X4
5X8
3X4 3X5 3X8
4X8
2X4
3X4(A1)
24'4"
4'9"4
4'9"4
9'
4'2"12
15'4"
6'4"1
19'6"12
4'2"12
24'4"
4'9"4
9'
9'
15'4"
6'4"1
24'4"
8'11"151'6"1'6"
4"34'10"25'6"14**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1008 /-/-/670 /1138/316
G 1008 /-/-/670 /1139/-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
G Brg Width = 4.0 Min Req =1.5
Bearings B & G are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 1746-1572
C - D 1523-1332
D - E 1456-1153
Chords Tens.Comp.
E - F 1515 -1326
F - G 1745 -1571
G - H 39 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1359-1366
K - J 1149 -994
Chords Tens.Comp.
J - I 1149 -994
I - G 1357 -1366
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 426 -239
D - K 350 -244
D - I 178 -172
Webs Tens.Comp.
I - E 352 -241
I - F 431 -242
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.107I 999 360
VERT(CL): 0.111K 999 240
HORZ(LL):-0.042I - -
HORZ(TL): 0.049I - -
Creep Factor: 2.0
Max TC CSI: 0.727
Max BC CSI: 0.724
Max Web CSI: 0.183
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:H9
Ply: 1
Qty:1
Wgt: 120.4 lbs
SEQN: 211055 / T13 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E
F
G
HIJK
6
12
3X4(A1)
2X4
5X8
3X4 3X5 3X8
4X8
2X4
3X4(A1)
24'4"
4'9"4
4'9"4
9'
4'2"12
15'4"
6'4"1
19'6"12
4'2"12
24'4"
4'9"4
9'
9'
15'4"
6'4"1
24'4"
8'11"151'6"1'6"
4"34'10"25'6"14
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 200 /-/-/-/363 /-
D 12 /-/-/32 /-/-
C 47 /-/-/-/101 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -69
Chords Tens.Comp.
B - C 46 -34
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.006D - -
HORZ(TL): 0.007D - -
Creep Factor: 2.0
Max TC CSI: 0.649
Max BC CSI: 0.159
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ3
Ply: 1
Qty:2
Wgt: 18.2 lbs
SEQN: 214512 / T54 / HIP_
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
4.24 12
2X4(A1)
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 200 /-/-/-/363 /-
D 12 /-/-/32 /-/-
C 47 /-/-/-/101 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -69
Chords Tens.Comp.
B - C 46 -34
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 24.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.006D - -
HORZ(TL): 0.007D - -
Creep Factor: 2.0
Max TC CSI: 0.649
Max BC CSI: 0.159
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ3
Ply: 1
Qty:2
Wgt: 18.2 lbs
SEQN: 214512 / T54 / HIP_
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
4.24 12
2X4(A1)
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 200 /-/-/-/184 /-
D 12 /-/-/22 /-/-
C 47 /-/-/-/53 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -35
Chords Tens.Comp.
B - C 24 -21
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.003D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.441
Max BC CSI: 0.116
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ3A
Ply: 1
Qty:2
Wgt: 18.2 lbs
SEQN: 211269 / T39 / HIP_
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
4.24 12
2X4(A1)
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Loading
Hipjack supports 3-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 200 /-/-/-/184 /-
D 12 /-/-/22 /-/-
C 47 /-/-/-/53 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
D Brg Width = 1.5 Min Req =-
C Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -35
Chords Tens.Comp.
B - C 24 -21
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - D 0 0
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):NA
VERT(CL):NA
HORZ(LL): 0.003D - -
HORZ(TL): 0.003D - -
Creep Factor: 2.0
Max TC CSI: 0.441
Max BC CSI: 0.116
Max Web CSI: 0.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ3A
Ply: 1
Qty:2
Wgt: 18.2 lbs
SEQN: 211269 / T39 / HIP_
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
4.24 12
2X4(A1)
4'2"15
4'2"152'1"7
3"14 1'9"142'6"11
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -52
B - C 773 -735
Chords Tens.Comp.
C - D 140 -134
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 680 -712
G - F 673 -717
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 130 0
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038C 999 360
VERT(CL): 0.052G 999 240
HORZ(LL):-0.010F - -
HORZ(TL): 0.011F - -
Creep Factor: 2.0
Max TC CSI: 0.861
Max BC CSI: 0.591
Max Web CSI: 0.377
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ7
Ply: 1
Qty:4
Wgt: 43.4 lbs
SEQN: 211035 / T8 / HIP_
FROM: AO DRW:
.../...12/17/2019
A
B
C
D
EFG
4.24 12
2X4(A1)
2X4
3X4
5X5
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -52
B - C 773 -735
Chords Tens.Comp.
C - D 140 -134
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 680 -712
G - F 673 -717
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 130 0
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038C 999 360
VERT(CL): 0.052G 999 240
HORZ(LL):-0.010F - -
HORZ(TL): 0.011F - -
Creep Factor: 2.0
Max TC CSI: 0.861
Max BC CSI: 0.591
Max Web CSI: 0.377
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ7
Ply: 1
Qty:4
Wgt: 43.4 lbs
SEQN: 211035 / T8 / HIP_
FROM: AO DRW:
.../...12/17/2019
A
B
C
D
EFG
4.24 12
2X4(A1)
2X4
3X4
5X5
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -52
B - C 773 -735
Chords Tens.Comp.
C - D 140 -134
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 680 -712
G - F 673 -717
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 130 0
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038C 999 360
VERT(CL): 0.052G 999 240
HORZ(LL):-0.010F - -
HORZ(TL): 0.011F - -
Creep Factor: 2.0
Max TC CSI: 0.861
Max BC CSI: 0.591
Max Web CSI: 0.377
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ7A
Ply: 1
Qty:3
Wgt: 43.4 lbs
SEQN: 211266 / T37 / HIP_
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
EFG
4.24 12
2X4(A1)
2X4
3X4
5X5
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
Hipjack supports 7-0-0 setback jacks with no webs.
Wind
Wind loads and reactions based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 424 /-/-/-/506 /-
E 324 /-/-/-/210 /-
D 247 /-/-/-/403 /-
Wind reactions based on MWFRS
B Brg Width = 11.3 Min Req =1.5
E Brg Width = 1.5 Min Req =-
D Brg Width = 1.5 Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 35 -52
B - C 773 -735
Chords Tens.Comp.
C - D 140 -134
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - G 680 -712
G - F 673 -717
Chords Tens.Comp.
F - E 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
G - C 130 0
Webs Tens.Comp.
C - F 765 -718
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.038C 999 360
VERT(CL): 0.052G 999 240
HORZ(LL):-0.010F - -
HORZ(TL): 0.011F - -
Creep Factor: 2.0
Max TC CSI: 0.861
Max BC CSI: 0.591
Max Web CSI: 0.377
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:HJ7A
Ply: 1
Qty:3
Wgt: 43.4 lbs
SEQN: 211266 / T37 / HIP_
FROM: AO DRW:
.../...01/02/2020
A
B
C
D
EFG
4.24 12
2X4(A1)
2X4
3X4
5X5
4'9"
4'9"
9'10"13
5'1"13
4'9"
4'9"
9'10"13
5'1"132'1"7
3"14 3'9"144'6"11
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-31 :B2 2x4 SP #2:
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/591 /436 /372
J 575 /-/-/386 /471 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 480 -728
C - D 356 -450
Chords Tens.Comp.
D - E 0 0
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 584 -694
I - H 337 -367
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 475 -358
D - I 496 -402
Webs Tens.Comp.
D - H 611 -561
E - H 182 -125
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.027I 999 360
VERT(CL): 0.053I 999 240
HORZ(LL): 0.016I - -
HORZ(TL): 0.030I - -
Creep Factor: 2.0
Max TC CSI: 0.798
Max BC CSI: 0.880
Max Web CSI: 0.484
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH11
Ply: 1
Qty:1
Wgt: 86.8 lbs
SEQN: 207015 / T30 / HIPM
FROM: AO DRW:
.../...01/02/2020
B2A
B
C
D EF
G
H
I J
6
12
3X4(A1)
5X5
4X8
5X8
2X4
4X6(R)
15'4"
7'6"
7'6"
11'
3'6"
15'2"
4'2"
15'4"
2"
11'
11'
15'2"
4'2"
15'4"
2"
1'6"
4"3 5'10"36'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP M-31 :B2 2x4 SP #2:
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/591 /436 /372
J 575 /-/-/386 /471 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 480 -728
C - D 356 -450
Chords Tens.Comp.
D - E 0 0
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 584 -694
I - H 337 -367
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 475 -358
D - I 496 -402
Webs Tens.Comp.
D - H 611 -561
E - H 182 -125
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.027I 999 360
VERT(CL): 0.053I 999 240
HORZ(LL): 0.016I - -
HORZ(TL): 0.030I - -
Creep Factor: 2.0
Max TC CSI: 0.798
Max BC CSI: 0.880
Max Web CSI: 0.484
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH11
Ply: 1
Qty:1
Wgt: 86.8 lbs
SEQN: 207015 / T30 / HIPM
FROM: AO DRW:
.../...01/02/2020
B2A
B
C
D EF
G
H
I J
6
12
3X4(A1)
5X5
4X8
5X8
2X4
4X6(R)
15'4"
7'6"
7'6"
11'
3'6"
15'2"
4'2"
15'4"
2"
11'
11'
15'2"
4'2"
15'4"
2"
1'6"
4"3 5'10"36'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W6 2x4 SP M-30:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1346/1307/302
I 1127 /-/-/1058/1625/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.6
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2765-2086
C - D 2348-1663
D - E 2267-1518
Chords Tens.Comp.
E - F 1530 -1033
F - G 1530 -1033
G - H 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 1871-2783
O - N 1861-2778
N - M 1861-2778
M - L 1447-2218
Chords Tens.Comp.
L - K 1515 -2257
K - J 1515 -2257
J - I 1003 -1482
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 383 -205
C - M 646 -478
D - M 631 -547
D - L 230 -314
L - E 533 -283
Webs Tens.Comp.
E - J 968 -641
J - G 888 -908
G - I 2043 -1383
H - I 192 -126
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.174M 999 360
VERT(CL): 0.161M 999 240
HORZ(LL):-0.081I - -
HORZ(TL): 0.087I - -
Creep Factor: 2.0
Max TC CSI: 0.853
Max BC CSI: 0.797
Max Web CSI: 1.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH11A
Ply: 1
Qty:1
Wgt: 175.0 lbs
SEQN: 216002 / T3 / HIPM
FROM: AO DRW:
.../...01/02/2020
W6
(a)
A
B
C
D E F G H
IJKLMNO
6
12
3X5(A1)
2X4
6X8
3X5
5X8
3X4 3X4
3X4 3X5
3X5 3X4
3X6
2X4
3X7(R)
30'
5'9"4
5'9"4
11'
5'2"12
17'4"9
6'4"9
24'
6'7"6
30'
6'
5'9"4
5'9"4
11'
5'2"12
17'4"9
6'4"9
24'
6'7"6
30'
6'1'6"
4"3 5'10"36'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W6 2x4 SP M-30:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1346/1307/302
I 1127 /-/-/1058/1625/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.6
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2765-2086
C - D 2348-1663
D - E 2267-1518
Chords Tens.Comp.
E - F 1530 -1033
F - G 1530 -1033
G - H 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 1871-2783
O - N 1861-2778
N - M 1861-2778
M - L 1447-2218
Chords Tens.Comp.
L - K 1515 -2257
K - J 1515 -2257
J - I 1003 -1482
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 383 -205
C - M 646 -478
D - M 631 -547
D - L 230 -314
L - E 533 -283
Webs Tens.Comp.
E - J 968 -641
J - G 888 -908
G - I 2043 -1383
H - I 192 -126
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.174M 999 360
VERT(CL): 0.161M 999 240
HORZ(LL):-0.081I - -
HORZ(TL): 0.087I - -
Creep Factor: 2.0
Max TC CSI: 0.853
Max BC CSI: 0.797
Max Web CSI: 1.000
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH11A
Ply: 1
Qty:1
Wgt: 175.0 lbs
SEQN: 216002 / T3 / HIPM
FROM: AO DRW:
.../...01/02/2020
W6
(a)
A
B
C
D E F G H
IJKLMNO
6
12
3X5(A1)
2X4
6X8
3X5
5X8
3X4 3X4
3X4 3X5
3X5 3X4
3X6
2X4
3X7(R)
30'
5'9"4
5'9"4
11'
5'2"12
17'4"9
6'4"9
24'
6'7"6
30'
6'
5'9"4
5'9"4
11'
5'2"12
17'4"9
6'4"9
24'
6'7"6
30'
6'1'6"
4"3 5'10"36'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/1212/1252/294
H 1082 /-/-/1078/1172/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2683-1925
C - D 2441-1654
D - E 2307-1442
Chords Tens.Comp.
E - F 2292 -1449
F - G 2454 -1663
G - H 2707 -1945
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1718-2307
J - I 1575-2082
Chords Tens.Comp.
I - H 1695 -2315
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 452 -276
D - J 687 -721
J - E 289 -193
Webs Tens.Comp.
E - I 258 -183
I - F 679 -772
I - G 477 -295
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.149E 999 360
VERT(CL): 0.168E 999 240
HORZ(LL):-0.056I - -
HORZ(TL): 0.065I - -
Creep Factor: 2.0
Max TC CSI: 0.886
Max BC CSI: 0.909
Max Web CSI: 0.349
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH11B
Ply: 1
Qty:1
Wgt: 145.6 lbs
SEQN: 216046 / T12 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
5X12
3X4
5X12
4X8
2X4
3X5(A1)
28'8"
5'0"8
5'0"8
9'6"8
4'6"
14'4"
4'9"8
19'1"8
4'9"8
23'7"8
4'6"
28'8"
5'0"8
9'6"8
9'6"8
19'1"8
9'7"
28'8"
9'6"81'6"
4"35'1"75'10"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/1212/1252/294
H 1082 /-/-/1078/1172/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2683-1925
C - D 2441-1654
D - E 2307-1442
Chords Tens.Comp.
E - F 2292 -1449
F - G 2454 -1663
G - H 2707 -1945
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1718-2307
J - I 1575-2082
Chords Tens.Comp.
I - H 1695 -2315
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 452 -276
D - J 687 -721
J - E 289 -193
Webs Tens.Comp.
E - I 258 -183
I - F 679 -772
I - G 477 -295
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.149E 999 360
VERT(CL): 0.168E 999 240
HORZ(LL):-0.056I - -
HORZ(TL): 0.065I - -
Creep Factor: 2.0
Max TC CSI: 0.886
Max BC CSI: 0.909
Max Web CSI: 0.349
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH11B
Ply: 1
Qty:1
Wgt: 145.6 lbs
SEQN: 216046 / T12 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
5X12
3X4
5X12
4X8
2X4
3X5(A1)
28'8"
5'0"8
5'0"8
9'6"8
4'6"
14'4"
4'9"8
19'1"8
4'9"8
23'7"8
4'6"
28'8"
5'0"8
9'6"8
9'6"8
19'1"8
9'7"
28'8"
9'6"81'6"
4"35'1"75'10"3
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/597 /411 /431
K 575 /-/-/433 /493 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 411 -805
C - D 647 -791
Chords Tens.Comp.
D - E 0 0
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 650 -700
J - I 147 -189
Chords Tens.Comp.
I - H 147 -189
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 537 -399
J - D 759 -759
Webs Tens.Comp.
D - H 600 -469
E - H 104 -70
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.19 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025C 999 360
VERT(CL): 0.041C 999 240
HORZ(LL):-0.012J - -
HORZ(TL): 0.014J - -
Creep Factor: 2.0
Max TC CSI: 0.639
Max BC CSI: 0.743
Max Web CSI: 0.926
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH13
Ply: 1
Qty:1
Wgt: 93.8 lbs
SEQN: 207011 / T43 / HIPM
FROM: AO DRW:
.../...01/02/2020
(a)
A
B
C
D EF
G
H
IJ K
6
12
3X4(A1)
5X5
3X4 3X4
4X8 2X4
4X6(R)
15'4"
7'6"
7'6"
13'
5'6"
15'2"
2'2"
15'4"
2"
7'6"
7'6"
15'2"
7'8"
15'4"
2"
1'6"
4"3 6'10"37'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/597 /411 /431
K 575 /-/-/433 /493 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
K Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 411 -805
C - D 647 -791
Chords Tens.Comp.
D - E 0 0
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 650 -700
J - I 147 -189
Chords Tens.Comp.
I - H 147 -189
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 537 -399
J - D 759 -759
Webs Tens.Comp.
D - H 600 -469
E - H 104 -70
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.19 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.025C 999 360
VERT(CL): 0.041C 999 240
HORZ(LL):-0.012J - -
HORZ(TL): 0.014J - -
Creep Factor: 2.0
Max TC CSI: 0.639
Max BC CSI: 0.743
Max Web CSI: 0.926
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH13
Ply: 1
Qty:1
Wgt: 93.8 lbs
SEQN: 207011 / T43 / HIPM
FROM: AO DRW:
.../...01/02/2020
(a)
A
B
C
D EF
G
H
IJ K
6
12
3X4(A1)
5X5
3X4 3X4
4X8 2X4
4X6(R)
15'4"
7'6"
7'6"
13'
5'6"
15'2"
2'2"
15'4"
2"
7'6"
7'6"
15'2"
7'8"
15'4"
2"
1'6"
4"3 6'10"37'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W8 2x4 SP M-30:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1225 /-/-/1335/1229/326
I 1131 /-/-/1063/1570/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.6
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2847-2093
C - D 2203-1514
D - E 2127-1282
Chords Tens.Comp.
E - F 2621 -1677
F - G 1515 -992
G - H 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 1920-2840
O - N 1909-2834
N - M 1909-2834
M - L 1270-1994
Chords Tens.Comp.
L - K 1458 -2273
K - J 1458 -2273
J - I 1930 -2937
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 492 -264
C - M 880 -668
D - M 616 -539
M - E 170 -214
E - L 712-1106
Webs Tens.Comp.
F - L 886 -588
F - J 1012 -621
J - G 867 -890
G - I 2043 -1342
H - I 187 -121
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.175F 999 360
VERT(CL): 0.167F 999 240
HORZ(LL):-0.075I - -
HORZ(TL): 0.081I - -
Creep Factor: 2.0
Max TC CSI: 0.908
Max BC CSI: 0.774
Max Web CSI: 0.988
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH13A
Ply: 1
Qty:1
Wgt: 194.6 lbs
SEQN: 216005 / T18 / SPEC
FROM: AO DRW:
.../...12/16/2019
W8
(a)
A
B
C
D E
F G H
IJKLMNO
6
12
3X5(A1)
2X4
5X8
H0308
4X8
3X8
4X8
4X12
3X4 3X5 3X4
3X6
2X4
3X7(R)
30'
6'
6'
13'
7'
15'8"
2'8"
17'5"8
1'9"8 24'
6'6"8
30'
6'
6'
6'
13'
7'
17'5"8
4'5"8
24'
6'6"8
30'
6'1'6"
4"3 5'11"76'10"37'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3 :W8 2x4 SP M-30:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1225 /-/-/1335/1229/326
I 1131 /-/-/1063/1570/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.6
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2847-2093
C - D 2203-1514
D - E 2127-1282
Chords Tens.Comp.
E - F 2621 -1677
F - G 1515 -992
G - H 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 1920-2840
O - N 1909-2834
N - M 1909-2834
M - L 1270-1994
Chords Tens.Comp.
L - K 1458 -2273
K - J 1458 -2273
J - I 1930 -2937
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - C 492 -264
C - M 880 -668
D - M 616 -539
M - E 170 -214
E - L 712-1106
Webs Tens.Comp.
F - L 886 -588
F - J 1012 -621
J - G 867 -890
G - I 2043 -1342
H - I 187 -121
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.175F 999 360
VERT(CL): 0.167F 999 240
HORZ(LL):-0.075I - -
HORZ(TL): 0.081I - -
Creep Factor: 2.0
Max TC CSI: 0.908
Max BC CSI: 0.774
Max Web CSI: 0.988
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH13A
Ply: 1
Qty:1
Wgt: 194.6 lbs
SEQN: 216005 / T18 / SPEC
FROM: AO DRW:
.../...12/16/2019
W8
(a)
A
B
C
D E
F G H
IJKLMNO
6
12
3X5(A1)
2X4
5X8
H0308
4X8
3X8
4X8
4X12
3X4 3X5 3X4
3X6
2X4
3X7(R)
30'
6'
6'
13'
7'
15'8"
2'8"
17'5"8
1'9"8 24'
6'6"8
30'
6'
6'
6'
13'
7'
17'5"8
4'5"8
24'
6'6"8
30'
6'1'6"
4"3 5'11"76'10"37'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B3 2x4 SP #1:
Webs 2x4 SP #3 :W9 2x4 SP #2:
Plating Notes
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1251/1307/322
J 1126 /-/-/1092/1226/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
J Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2858-2050
C - D 2860-1923
D - E 2398-1622
Chords Tens.Comp.
E - F 2311 -1440
F - G 2488 -1667
G - H 3393 -2367
H - I 4842 -3231
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 1907-2478
O - N 1897-2473
N - M 1436-1860
Chords Tens.Comp.
M - L 2051 -2883
L - K 3672 -5494
K - J 40 -58
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - D 413 -220
D - N 707 -531
E - N 633 -564
E - M 292 -265
M - F 650 -762
M - G 1174 -821
Webs Tens.Comp.
G - L 628 -618
L - H 2590 -1608
H - K 1594 -1083
K - I 3329 -4986
I - J 1522 -1022
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.89 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.302L 999 360
VERT(CL): 0.323L 999 240
HORZ(LL):-0.083E - -
HORZ(TL): 0.091J - -
Creep Factor: 2.0
Max TC CSI: 0.742
Max BC CSI: 0.836
Max Web CSI: 0.897
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH13B
Ply: 1
Qty:1
Wgt: 166.6 lbs
SEQN: 216043 / T4 / SPEC
FROM: AO DRW:
.../...01/02/2020
B3
W9
A
B
C
D
E F
G
H I
JKLMNO
6
12
3X5(A1)
3X5
2X4
3X4
5X8
5X8 3X8
4X8
3X4
7X8
H0510(**)
H0510
H0510
3X5(**)
30'
6'0"8
6'0"8
11'6"8
5'6"
17'1"8
5'7"
22'3"8
5'2"
27'5"8
5'2"
30'
2'6"8
6'0"8
6'0"8
11'6"8
5'6"
17'1"8
5'7"
22'3"8
5'2"
30'
7'8"81'6"
4"3 11"76'1"76'10"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B3 2x4 SP #1:
Webs 2x4 SP #3 :W9 2x4 SP #2:
Plating Notes
(**) 2 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1251/1307/322
J 1126 /-/-/1092/1226/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
J Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2858-2050
C - D 2860-1923
D - E 2398-1622
Chords Tens.Comp.
E - F 2311 -1440
F - G 2488 -1667
G - H 3393 -2367
H - I 4842 -3231
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - O 1907-2478
O - N 1897-2473
N - M 1436-1860
Chords Tens.Comp.
M - L 2051 -2883
L - K 3672 -5494
K - J 40 -58
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
O - D 413 -220
D - N 707 -531
E - N 633 -564
E - M 292 -265
M - F 650 -762
M - G 1174 -821
Webs Tens.Comp.
G - L 628 -618
L - H 2590 -1608
H - K 1594 -1083
K - I 3329 -4986
I - J 1522 -1022
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.89 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.302L 999 360
VERT(CL): 0.323L 999 240
HORZ(LL):-0.083E - -
HORZ(TL): 0.091J - -
Creep Factor: 2.0
Max TC CSI: 0.742
Max BC CSI: 0.836
Max Web CSI: 0.897
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH13B
Ply: 1
Qty:1
Wgt: 166.6 lbs
SEQN: 216043 / T4 / SPEC
FROM: AO DRW:
.../...01/02/2020
B3
W9
A
B
C
D
E F
G
H I
JKLMNO
6
12
3X5(A1)
3X5
2X4
3X4
5X8
5X8 3X8
4X8
3X4
7X8
H0510(**)
H0510
H0510
3X5(**)
30'
6'0"8
6'0"8
11'6"8
5'6"
17'1"8
5'7"
22'3"8
5'2"
27'5"8
5'2"
30'
2'6"8
6'0"8
6'0"8
11'6"8
5'6"
17'1"8
5'7"
22'3"8
5'2"
30'
7'8"81'6"
4"3 11"76'1"76'10"3
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B2 2x4 SP M-31:
:B3 2x4 SP #1:
Webs 2x4 SP #3 :W9 2x4 SP #2:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1246/1300/365
I 1126 /-/-/1042/1226/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2811-2055
C - D 2160-1488
D - E 2054-1245
Chords Tens.Comp.
E - F 2202 -1452
F - G 2986 -2069
G - H 3697 -2487
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - P 1907-2502
P - O 1896-2496
O - N 1272-1671
N - M 1272-1671
Chords Tens.Comp.
M - L 1779 -2509
L - K 2644 -3924
K - J 2644 -3924
J - I 19 -29
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 496 -267
C - O 913 -690
D - O 649 -591
D - M 287 -280
M - E 640 -911
M - F 1137 -780
Webs Tens.Comp.
F - L 666 -684
L - G 1451 -888
G - J 1303 -904
J - H 2649 -3939
H - I 1597 -1076
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.229L 999 360
VERT(CL): 0.245L 999 240
HORZ(LL):-0.065I - -
HORZ(TL): 0.071I - -
Creep Factor: 2.0
Max TC CSI: 0.766
Max BC CSI: 0.804
Max Web CSI: 0.894
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH15B
Ply: 1
Qty:1
Wgt: 182.0 lbs
SEQN: 216030 / T9 / SPEC
FROM: AO DRW:
.../...01/02/2020
B2 B3
W9
(a)
A
B
C
D E
F
G H
IJKLMNOP
6
12
3X5(A1)
2X4
5X8
4X8
3X4
4X5
3X8
4X8
3X4
3X4 4X5
5X8
3X8
4X8
3X6
30'
6'5"8
6'5"8
13'6"8
7'1"
15'1"8
1'7"
20'3"8
5'2"
25'5"8
5'2"
30'
4'6"8
6'5"8
6'5"8
13'6"8
7'1"
15'1"8
1'7"
20'3"8
5'2"
25'5"8
5'2"
30'
4'6"81'6"
4"3 1'11"77'1"77'10"3**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2 :B2 2x4 SP M-31:
:B3 2x4 SP #1:
Webs 2x4 SP #3 :W9 2x4 SP #2:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1246/1300/365
I 1126 /-/-/1042/1226/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2811-2055
C - D 2160-1488
D - E 2054-1245
Chords Tens.Comp.
E - F 2202 -1452
F - G 2986 -2069
G - H 3697 -2487
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - P 1907-2502
P - O 1896-2496
O - N 1272-1671
N - M 1272-1671
Chords Tens.Comp.
M - L 1779 -2509
L - K 2644 -3924
K - J 2644 -3924
J - I 19 -29
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
P - C 496 -267
C - O 913 -690
D - O 649 -591
D - M 287 -280
M - E 640 -911
M - F 1137 -780
Webs Tens.Comp.
F - L 666 -684
L - G 1451 -888
G - J 1303 -904
J - H 2649 -3939
H - I 1597 -1076
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 27.39 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.229L 999 360
VERT(CL): 0.245L 999 240
HORZ(LL):-0.065I - -
HORZ(TL): 0.071I - -
Creep Factor: 2.0
Max TC CSI: 0.766
Max BC CSI: 0.804
Max Web CSI: 0.894
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH15B
Ply: 1
Qty:1
Wgt: 182.0 lbs
SEQN: 216030 / T9 / SPEC
FROM: AO DRW:
.../...01/02/2020
B2 B3
W9
(a)
A
B
C
D E
F
G H
IJKLMNOP
6
12
3X5(A1)
2X4
5X8
4X8
3X4
4X5
3X8
4X8
3X4
3X4 4X5
5X8
3X8
4X8
3X6
30'
6'5"8
6'5"8
13'6"8
7'1"
15'1"8
1'7"
20'3"8
5'2"
25'5"8
5'2"
30'
4'6"8
6'5"8
6'5"8
13'6"8
7'1"
15'1"8
1'7"
20'3"8
5'2"
25'5"8
5'2"
30'
4'6"81'6"
4"3 1'11"77'1"77'10"3
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1106 /-/-/-/824 /-
L 1299 /-/-/-/912 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
L Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -45
B - C 1252-1733
C - D 808-1149
Chords Tens.Comp.
D - E 808 -1149
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1478-1035
K - J 1504-1045
J - I 1504-1045
Chords Tens.Comp.
I - H 9 -6
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 629 -252
C - I 314 -470
D - I 602 -517
Webs Tens.Comp.
I - E 1511 -1063
E - H 947 -1211
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.043K 999 360
VERT(CL): 0.078K 999 240
HORZ(LL):-0.014H - -
HORZ(TL): 0.025H - -
Creep Factor: 2.0
Max TC CSI: 0.634
Max BC CSI: 0.641
Max Web CSI: 0.575
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH7
Ply: 1
Qty:1
Wgt: 81.2 lbs
SEQN: 207023 / T38 / HIPM
FROM: AO DRW:
.../...01/02/2020
A
B
C D EF
G
H
IJK L
6
12
3X4(A1)
5X8
2X4 3X4
2X4
3X10
4X5(R)
3X6
15'4"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
1'6"
4"3 3'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1106 /-/-/-/824 /-
L 1299 /-/-/-/912 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
L Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -45
B - C 1252-1733
C - D 808-1149
Chords Tens.Comp.
D - E 808 -1149
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - K 1478-1035
K - J 1504-1045
J - I 1504-1045
Chords Tens.Comp.
I - H 9 -6
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - K 629 -252
C - I 314 -470
D - I 602 -517
Webs Tens.Comp.
I - E 1511 -1063
E - H 947 -1211
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.043K 999 360
VERT(CL): 0.078K 999 240
HORZ(LL):-0.014H - -
HORZ(TL): 0.025H - -
Creep Factor: 2.0
Max TC CSI: 0.634
Max BC CSI: 0.641
Max Web CSI: 0.575
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH7
Ply: 1
Qty:1
Wgt: 81.2 lbs
SEQN: 207023 / T38 / HIPM
FROM: AO DRW:
.../...01/02/2020
A
B
C D EF
G
H
IJK L
6
12
3X4(A1)
5X8
2X4 3X4
2X4
3X10
4X5(R)
3X6
15'4"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
7'
7'
11'1"
4'1"
15'2"
4'1"
15'4"
2"
1'6"
4"3 3'10"34'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 SP SS Dense :T1 2x4 SP M-31:
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3 :W6, W7 2x4 SP #2:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
(b) (2) #3 or better scab reinforcing members. Same
size & 80% length of web member. Attach one to each
face w/10d Box or Gun (0.128"x3",min.) nails @ 6"
oc.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2328 /-/-/2276/3480/-
J 2424 /-/-/2351/3542/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =2.4
J Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 45 -85
B - C 6633-4523
C - D 6619-4542
D - E 7790-5347
Chords Tens.Comp.
E - F 7575 -5194
F - G 7575 -5194
G - H 7575 -5194
H - I 4977 -3421
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 4013-5853
Q - P 4025-5874
P - O 4041-5911
O - N 4041-5911
Chords Tens.Comp.
N - M 5393 -7900
M - L 3571 -5243
L - K 3571 -5243
K - J 11 -16
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - C 322 -186
C - P 116 -152
P - D 685 -703
D - N 1534-2207
N - E 1303 -651
E - M 380 -235
Webs Tens.Comp.
F - M 1346 -704
M - H 1897 -2726
H - K 3097 -1823
K - I 3958 -5759
I - J 3570 -2309
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.474E 756 360
VERT(CL): 0.370E 967 240
HORZ(LL):-0.108D - -
HORZ(TL): 0.116D - -
Creep Factor: 2.0
Max TC CSI: 0.729
Max BC CSI: 0.394
Max Web CSI: 0.922
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH7A
Ply: 1
Qty:1
Wgt: 203.7 lbs
SEQN: 208478 / T23 / HIPM
FROM: AO DRW:
.../...12/17/2019
T1
W6
W7
(a)(a)(b)
A
B
C
D E F G H I
JKLMNOPQ
6
12
3X12(B5R)
2X4
H0710
3X5
H0610
6X8 3X6
4X8(R)2X10
3X12
H0610
5X5
6X8
5X8
10X12
H0310
30'
4'9"2
4'9"2
7'
2'2"14
12'7"4
5'7"4
18'4"4
5'9"
24'1"4
5'9"
30'
5'10"12
4'9"2
4'9"2
7'
2'2"14
12'7"4
5'7"4
18'4"4
5'9"
24'1"4
5'9"
30'
5'10"121'6"
4"3 3'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x6 SP SS Dense :T1 2x4 SP M-31:
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3 :W6, W7 2x4 SP #2:
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
(b) (2) #3 or better scab reinforcing members. Same
size & 80% length of web member. Attach one to each
face w/10d Box or Gun (0.128"x3",min.) nails @ 6"
oc.
Hangers / Ties
(J) Hanger Support Required, by others
Loading
#1 hip supports 7-0-0 jacks with no webs.
Left side jacks have 7-0-0 setback with 0-0-0 cant
and 1-6-0 overhang. End jacks have 7-0-0 setback
with 0-0-0 cant and 1-6-0 overhang. Right side jacks
have 0-0-0 setback with 0-0-0 cant and 0-0-0
overhang.
Wind
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2328 /-/-/2276/3480/-
J 2424 /-/-/2351/3542/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =2.4
J Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 45 -85
B - C 6633-4523
C - D 6619-4542
D - E 7790-5347
Chords Tens.Comp.
E - F 7575 -5194
F - G 7575 -5194
G - H 7575 -5194
H - I 4977 -3421
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - Q 4013-5853
Q - P 4025-5874
P - O 4041-5911
O - N 4041-5911
Chords Tens.Comp.
N - M 5393 -7900
M - L 3571 -5243
L - K 3571 -5243
K - J 11 -16
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Q - C 322 -186
C - P 116 -152
P - D 685 -703
D - N 1534-2207
N - E 1303 -651
E - M 380 -235
Webs Tens.Comp.
F - M 1346 -704
M - H 1897 -2726
H - K 3097 -1823
K - I 3958 -5759
I - J 3570 -2309
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:0.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
Loc. from endwall: NA
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: No
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.474E 756 360
VERT(CL): 0.370E 967 240
HORZ(LL):-0.108D - -
HORZ(TL): 0.116D - -
Creep Factor: 2.0
Max TC CSI: 0.729
Max BC CSI: 0.394
Max Web CSI: 0.922
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH7A
Ply: 1
Qty:1
Wgt: 203.7 lbs
SEQN: 208478 / T23 / HIPM
FROM: AO DRW:
.../...12/17/2019
T1
W6
W7
(a)(a)(b)
A
B
C
D E F G H I
JKLMNOPQ
6
12
3X12(B5R)
2X4
H0710
3X5
H0610
6X8 3X6
4X8(R)2X10
3X12
H0610
5X5
6X8
5X8
10X12
H0310
30'
4'9"2
4'9"2
7'
2'2"14
12'7"4
5'7"4
18'4"4
5'9"
24'1"4
5'9"
30'
5'10"12
4'9"2
4'9"2
7'
2'2"14
12'7"4
5'7"4
18'4"4
5'9"
24'1"4
5'9"
30'
5'10"121'6"
4"3 3'10"34'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACH,GELCORP ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-31 :T2 2x6 SP SS Dense:
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 30.30
BC: From 20 plf at 0.00 to 20 plf at 28.67
TC: 417 lb Conc. Load at 7.08
TC: 170 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 449 lb Conc. Load at 7.08
BC: 125 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 648 lb Conc. Load at 21.27
Plating Notes
(I) - plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance, and/or zero Positioning Tolerance.
Wind
Wind loads based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2887 /-/-/1206/3384/265
J 2738 /-/-/1206/3280/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =2.9
J Brg Width = 6.0 Min Req =2.8
Bearings B & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -87
B - C 6326-5662
C - D 6240-5682
D - E 6816-6310
E - F 7273-6729
Chords Tens.Comp.
F - G 7273 -6729
G - H 6749 -6179
H - I 6064 -5385
I - J 6097 -5341
J - K 39 -87
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - T 5014-5555
T - S 5020-5564
S - R 5048-5528
R - Q 5048-5528
Q - P 6385-6914
Chords Tens.Comp.
P - O 6262 -6848
O - N 4767 -5327
N - M 4767 -5327
M - L 4735 -5363
L - J 4727 -5351
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - C 269 -169
C - S 297 -175
S - D 595 -406
D - Q 1776-1811
Q - E 1182 -900
E - P 472 -492
F - P 725 -496
Webs Tens.Comp.
P - G 642 -583
G - O 1198 -988
O - H 1986 -1999
H - M 743 -889
M - I 297 -176
I - L 338 -205
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.438F 777 360
VERT(CL): 0.422F 806 240
HORZ(LL):-0.121L - -
HORZ(TL): 0.124L - -
Creep Factor: 2.0
Max TC CSI: 0.704
Max BC CSI: 0.457
Max Web CSI: 0.901
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH7B
Ply: 1
Qty:1
Wgt: 190.4 lbs
SEQN: 208494 / T22 / HIPS
FROM: AO DRW:
.../...12/17/2019
T2 T2
A
B
C
D E F G H
I
J
KLMNOPQRST
6
12
4X12(B7R)
2X4
3X4
4X5
H0610(I)
H0510 4X6
4X5 H0710
3X8
4X5
4X6 H0510
H0610(I)
4X5
3X4
2X4
4X12(B7R)
28'8"
4'6"1
4'6"1
7'
2'5"15
10'7"2
3'7"2
14'4"
3'8"14
18'0"14
3'8"14
21'8"
3'7"2
24'1"15
2'5"15
28'8"
4'6"1
4'6"1
4'6"1
7'
2'5"15
10'7"2
3'7"2
14'4"
3'8"14
18'0"14
3'8"14
21'8"
3'7"2
24'1"15
2'5"15
28'8"
4'6"11'6"1'6"
4"33'10"34'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP M-31 :T2 2x6 SP SS Dense:
Bot chord 2x6 SP SS Dense
Webs 2x4 SP #3
Special Loads
------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 56 plf at -1.63 to 56 plf at 30.30
BC: From 20 plf at 0.00 to 20 plf at 28.67
TC: 417 lb Conc. Load at 7.08
TC: 170 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 449 lb Conc. Load at 7.08
BC: 125 lb Conc. Load at 9.15,11.15,13.15,15.15
17.15,19.15
BC: 648 lb Conc. Load at 21.27
Plating Notes
(I) - plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance, and/or zero Positioning Tolerance.
Wind
Wind loads based on MWFRS.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 2887 /-/-/1206/3384/265
J 2738 /-/-/1206/3280/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =2.9
J Brg Width = 6.0 Min Req =2.8
Bearings B & J are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 -87
B - C 6326-5662
C - D 6240-5682
D - E 6816-6310
E - F 7273-6729
Chords Tens.Comp.
F - G 7273 -6729
G - H 6749 -6179
H - I 6064 -5385
I - J 6097 -5341
J - K 39 -87
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - T 5014-5555
T - S 5020-5564
S - R 5048-5528
R - Q 5048-5528
Q - P 6385-6914
Chords Tens.Comp.
P - O 6262 -6848
O - N 4767 -5327
N - M 4767 -5327
M - L 4735 -5363
L - J 4727 -5351
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
T - C 269 -169
C - S 297 -175
S - D 595 -406
D - Q 1776-1811
Q - E 1182 -900
E - P 472 -492
F - P 725 -496
Webs Tens.Comp.
P - G 642 -583
G - O 1198 -988
O - H 1986 -1999
H - M 743 -889
M - I 297 -176
I - L 338 -205
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 25.75 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Varies by Ld Case
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.438F 777 360
VERT(CL): 0.422F 806 240
HORZ(LL):-0.121L - -
HORZ(TL): 0.124L - -
Creep Factor: 2.0
Max TC CSI: 0.704
Max BC CSI: 0.457
Max Web CSI: 0.901
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH7B
Ply: 1
Qty:1
Wgt: 190.4 lbs
SEQN: 208494 / T22 / HIPS
FROM: AO DRW:
.../...12/17/2019
T2 T2
A
B
C
D E F G H
I
J
KLMNOPQRST
6
12
4X12(B7R)
2X4
3X4
4X5
H0610(I)
H0510 4X6
4X5 H0710
3X8
4X5
4X6 H0510
H0610(I)
4X5
3X4
2X4
4X12(B7R)
28'8"
4'6"1
4'6"1
7'
2'5"15
10'7"2
3'7"2
14'4"
3'8"14
18'0"14
3'8"14
21'8"
3'7"2
24'1"15
2'5"15
28'8"
4'6"1
4'6"1
4'6"1
7'
2'5"15
10'7"2
3'7"2
14'4"
3'8"14
18'0"14
3'8"14
21'8"
3'7"2
24'1"15
2'5"15
28'8"
4'6"11'6"1'6"
4"33'10"34'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/577 /457 /314
J 575 /-/-/347 /455 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 630 -805
C - D 541 -590
Chords Tens.Comp.
D - E 0 0
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 662 -785
I - H 475 -519
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 408 -287
D - I 439 -350
Webs Tens.Comp.
D - H 645 -590
E - H 251 -181
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.019C 999 360
VERT(CL): 0.030I 999 240
HORZ(LL): 0.011I - -
HORZ(TL): 0.017I - -
Creep Factor: 2.0
Max TC CSI: 0.661
Max BC CSI: 0.717
Max Web CSI: 0.613
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH9
Ply: 1
Qty:1
Wgt: 84.0 lbs
SEQN: 207019 / T48 / HIPM
FROM: AO DRW:
.../...01/02/2020
A
B
C
D EF
G
H
I J
6
12
3X4(A1)
2X4
4X8
5X8
2X4
4X6(R)
15'4"
6'4"
6'4"
9'
2'8"
15'2"
6'2"
15'4"
2"
9'
9'
15'2"
6'2"
15'4"
2"
1'6"
4"3 4'10"35'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #2
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 672 /-/-/577 /457 /314
J 575 /-/-/347 /455 /-
Wind reactions based on MWFRS
B Brg Width = 8.0 Min Req =1.5
J Brg Width = 8.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 630 -805
C - D 541 -590
Chords Tens.Comp.
D - E 0 0
E - F 0 0
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - I 662 -785
I - H 475 -519
Chords Tens.Comp.
H - G 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - I 408 -287
D - I 439 -350
Webs Tens.Comp.
D - H 645 -590
E - H 251 -181
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Closed
Risk Category: II
EXP: DKzt: NA
Mean Height: 15.00 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.18
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.019C 999 360
VERT(CL): 0.030I 999 240
HORZ(LL): 0.011I - -
HORZ(TL): 0.017I - -
Creep Factor: 2.0
Max TC CSI: 0.661
Max BC CSI: 0.717
Max Web CSI: 0.613
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH9
Ply: 1
Qty:1
Wgt: 84.0 lbs
SEQN: 207019 / T48 / HIPM
FROM: AO DRW:
.../...01/02/2020
A
B
C
D EF
G
H
I J
6
12
3X4(A1)
2X4
4X8
5X8
2X4
4X6(R)
15'4"
6'4"
6'4"
9'
2'8"
15'2"
6'2"
15'4"
2"
9'
9'
15'2"
6'2"
15'4"
2"
1'6"
4"3 4'10"35'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1 :T1 2x4 SP #2:
Bot chord 2x4 SP #2 :B1 2x4 SP #1:
Webs 2x4 SP #3
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1319/1323/250
I 1127 /-/-/1042/1610/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.6
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2797-2048
C - D 2603-1820
D - E 2787-1895
Chords Tens.Comp.
E - F 2786 -1895
F - G 2786 -1895
G - H 2011 -1378
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1779-2764
N - M 1599-2437
M - L 1599-2437
Chords Tens.Comp.
L - K 1426 -2077
K - J 1426 -2077
J - I 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 374 -218
D - N 629 -482
D - L 375 -624
E - L 483 -381
Webs Tens.Comp.
L - G 566 -855
G - J 1036 -753
J - H 1651 -2410
H - I 1565 -1071
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.225E 999 360
VERT(CL): 0.201E 999 240
HORZ(LL):-0.062J - -
HORZ(TL): 0.067J - -
Creep Factor: 2.0
Max TC CSI: 0.851
Max BC CSI: 0.892
Max Web CSI: 0.951
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH9A
Ply: 1
Qty:1
Wgt: 158.2 lbs
SEQN: 208482 / T2 / HIPM
FROM: AO DRW:
.../...01/02/2020
T1
B1
(a)(a)
A
B
C
D E F G H
IJKLMN
6
12
3X5(A1)
2X4
5X8
3X4 4X5
2X4
3X8 3X5
3X5 3X4
3X6
4X5(R)
3X6
30'
4'9"4
4'9"4
9'
4'2"12
16'0"9
7'0"9
22'11"7
6'10"13
30'
7'0"9
9'
9'
16'0"9
7'0"9
22'11"7
6'10"13
30'
7'0"91'6"
4"3 4'10"35'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #1 :T1 2x4 SP #2:
Bot chord 2x4 SP #2 :B1 2x4 SP #1:
Webs 2x4 SP #3
Bracing
(a) #3 or better scab reinforcement. Same size & 80%
length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)nails @ 6" oc.
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.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1230 /-/-/1319/1323/250
I 1127 /-/-/1042/1610/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.6
I Brg Width = -Min Req =-
Bearing B is a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2797-2048
C - D 2603-1820
D - E 2787-1895
Chords Tens.Comp.
E - F 2786 -1895
F - G 2786 -1895
G - H 2011 -1378
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - N 1779-2764
N - M 1599-2437
M - L 1599-2437
Chords Tens.Comp.
L - K 1426 -2077
K - J 1426 -2077
J - I 0 0
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - N 374 -218
D - N 629 -482
D - L 375 -624
E - L 483 -381
Webs Tens.Comp.
L - G 566 -855
G - J 1036 -753
J - H 1651 -2410
H - I 1565 -1071
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h to 2h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.225E 999 360
VERT(CL): 0.201E 999 240
HORZ(LL):-0.062J - -
HORZ(TL): 0.067J - -
Creep Factor: 2.0
Max TC CSI: 0.851
Max BC CSI: 0.892
Max Web CSI: 0.951
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH9A
Ply: 1
Qty:1
Wgt: 158.2 lbs
SEQN: 208482 / T2 / HIPM
FROM: AO DRW:
.../...01/02/2020
T1
B1
(a)(a)
A
B
C
D E F G H
IJKLMN
6
12
3X5(A1)
2X4
5X8
3X4 4X5
2X4
3X8 3X5
3X5 3X4
3X6
4X5(R)
3X6
30'
4'9"4
4'9"4
9'
4'2"12
16'0"9
7'0"9
22'11"7
6'10"13
30'
7'0"9
9'
9'
16'0"9
7'0"9
22'11"7
6'10"13
30'
7'0"91'6"
4"3 4'10"35'6"15
,OCEAN ESTATES LLC ,AVALON BY THE BEACHAVALON BY THE BEACH ,OCEAN ESTATES LLC ,AVALON BY THE BEACH
**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/1212/1253/280
H 1082 /-/-/1078/1173/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2641-1886
C - D 2551-1681
D - E 2356-1483
Chords Tens.Comp.
E - F 2343 -1491
F - G 2563 -1693
G - H 2651 -1902
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1697-2237
J - I 1673-2227
Chords Tens.Comp.
I - H 1639 -2239
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 411 -239
D - J 705 -887
J - E 371 -254
Webs Tens.Comp.
E - I 336 -243
I - F 728 -915
I - G 432 -255
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.156E 999 360
VERT(CL): 0.171E 999 240
HORZ(LL):-0.057I - -
HORZ(TL): 0.065I - -
Creep Factor: 2.0
Max TC CSI: 0.805
Max BC CSI: 0.992
Max Web CSI: 0.371
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH9B
Ply: 1
Qty:1
Wgt: 142.8 lbs
SEQN: 223879 / T10 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
H0510
3X4
H0510
4X8
2X4
3X5(A1)
28'8"
6'5"4
6'5"4
9'
2'6"12
14'4"
5'4"
19'8"
5'4"
22'2"12
2'6"12
28'8"
6'5"4
9'
9'
19'8"
10'8"
28'8"
9'1'6"
4"34'10"35'6"15**WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions.
Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org
Lumber
Top chord 2x4 SP #2
Bot chord 2x4 SP #1
Webs 2x4 SP #3
Wind
Wind loads based on MWFRS with additional C&C
member design.
Maximum Reactions (lbs)
Gravity Non-Gravity
Loc R+/ R-/ Rh / Rw / U / RL
B 1174 /-/-/1212/1253/280
H 1082 /-/-/1078/1173/-
Wind reactions based on MWFRS
B Brg Width = 6.0 Min Req =1.5
H Brg Width = 6.0 Min Req =1.5
Bearings B & H are a rigid surface.
Maximum Top Chord Forces Per Ply (lbs)
ChordsTens.Comp.
A - B 39 0
B - C 2641-1886
C - D 2551-1681
D - E 2356-1483
Chords Tens.Comp.
E - F 2343 -1491
F - G 2563 -1693
G - H 2651 -1902
Maximum Bot Chord Forces Per Ply (lbs)
ChordsTens.Comp.
B - J 1697-2237
J - I 1673-2227
Chords Tens.Comp.
I - H 1639 -2239
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
C - J 411 -239
D - J 705 -887
J - E 371 -254
Webs Tens.Comp.
E - I 336 -243
I - F 728 -915
I - G 432 -255
Loading Criteria (psf)
TCLL:20.00
TCDL: 7.00
BCLL: 0.00
BCDL:10.00
Des Ld:37.00
NCBCLL:10.00
Soffit: 0.00
Load Duration: 1.25
Spacing: 24.0 "
Wind Criteria
Wind Std:ASCE 7-10
Speed:170 mph
Enclosure: Part. Enc.
Risk Category: II
EXP: DKzt: NA
Mean Height: 26.25 ft
TCDL: 4.2 psf
BCDL: 5.0 psf
MWFRS Parallel Dist: h/2 to h
C&C Dist a: 3.00 ft
Loc. from endwall: not in 9.00 ft
GCpi: 0.55
Wind Duration: 1.60
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: NA
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code / Misc Criteria
Bldg Code:FBC 2017 RES
TPI Std:2014
Rep Fac: Yes
FT/RT:20(0)/0(0)
Plate Type(s):
WAVE, HS
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL):-0.156E 999 360
VERT(CL): 0.171E 999 240
HORZ(LL):-0.057I - -
HORZ(TL): 0.065I - -
Creep Factor: 2.0
Max TC CSI: 0.805
Max BC CSI: 0.992
Max Web CSI: 0.371
Mfg Specified Camber:
VIEW Ver: 18.02.01A.0205.19
Job Number:29036
,OCEAN ESTATES LLC ,AVALON BY THE BEACH
Truss Label:MH9B
Ply: 1
Qty:1
Wgt: 142.8 lbs
SEQN: 223879 / T10 / HIPS
FROM: AO DRW:
.../...01/02/2020
A
B
C
D E F
G
H
IJ
6
12
3X5(A1)
2X4
4X8
H0510
3X4
H0510
4X8
2X4
3X5(A1)
28'8"
6'5"4
6'5"4
9'
2'6"12
14'4"
5'4"
19'8"
5'4"
22'2"12
2'6"12
28'8"
6'5"4
9'
9'
19'8"
10'8"
28'8"
9'1'6"
4"34'10"35'6"15