The URL can be used to link to this page

Home My WebLink AboutAvalon - Trusswood - Truss Drawings (1.21.20) (1)JobKey: 29036 Company: TRUSSWOOD Address: 3620 BOBBI LANE Titusville, Fl 32783-0366 Phone: (321)383-0366 Site Address: 6801 OCEAN ESTATES CT FT PIERCE,**- =================================================================================== SUPPORT REPORT JOB DESCRIPTION: 29036 WIND CODE: ASCE 7-10 WIND MPH: VARIES BLDG TYPE: VARIES =================================================================================== TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# =================================================================================== F1 7.21 6.00 WALL 0.125 12.000 440 0 F1 7.21 6.00 WALL 6.833 12.000 440 0 -------------------------------------------------------------------------------- F2 7.33 3.00 WALL 0.000 13.750 454 0 F2 7.33 6.00 WALL 6.833 12.000 451 0 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- F5 21.08 5.00 WALL 0.000 12.000 1318 0 F5 21.08 3.00 WALL 20.833 13.750 1321 0 -------------------------------------------------------------------------------- F5A 21.08 5.00 WALL 0.000 12.000 1909 0 F5A 21.08 3.00 WALL 20.833 13.750 1888 0 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- F7A 12.17 4.00 WALL 0.000 12.000 756 0 F7A 12.17 3.00 WALL 11.917 13.750 759 0 -------------------------------------------------------------------------------- FG1-3PLY 21.25 7.00 WALL 0.000 12.000 4755 -850 FG1-3PLY 21.25 3.00 *Special 21.000 12.000 4680 -836 -------------------------------------------------------------------------------- FG2-2PLY 7.67 4.00 WALL 3.833 12.000 3872 0 FG2-2PLY 7.67 3.00 *Special 7.417 12.000 132 -645 0 -------------------------------------------------------------------------------- F4 7.67 4.00 WALL 3.833 12.000 1006 0 F4 7.67 3.00 *Special 7.417 12.000 132 -188 0 -------------------------------------------------------------------------------- FG3-2PLY 14.42 34.00 WALL 0.000 12.000 2096 -573 FG3-2PLY 14.42 10.00 WALL 8.500 12.000 3584 -964 FG3-2PLY 14.42 3.00 *Special 14.167 12.938 932 -301 -------------------------------------------------------------------------------- F7 14.96 4.00 WALL 2.792 12.000 1886 0 F7 14.96 3.00 WALL 14.708 13.750 666 0 -------------------------------------------------------------------------------- C1B 15.33 8.00 WALL 0.000 12.000 575 -403 C1B 15.33 8.00 WALL 14.667 12.000 672 -497 -------------------------------------------------------------------------------- C1C 14.67 8.00 WALL 0.000 12.000 648 -479 C1C 14.67 8.00 WALL 14.000 12.000 549 -384 -------------------------------------------------------------------------------- C2B 15.33 8.00 WALL 0.000 12.000 575 -444 C2B 15.33 8.00 WALL 14.667 12.000 672 -468 -------------------------------------------------------------------------------- C2C 14.50 8.00 WALL 0.000 12.000 641 -475 C2C 14.50 6.00 WALL 14.000 12.000 543 -380 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- C6B 30.00 8.00 WALL 0.000 12.000 1317 -464 C6B 30.00 8.00 WALL 29.333 12.000 1317 -464 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- G3 22.00 8.00 WALL 0.000 12.000 1197 -1021 G3 22.00 8.00 WALL 21.333 12.000 1188 -1031 -------------------------------------------------------------------------------- GE1 4.00 48.00 WALL 0.000 12.000 428 -906 -------------------------------------------------------------------------------- H3C 14.67 8.00 WALL 0.000 12.000 685 -499 H3C 14.67 8.00 WALL 14.000 12.000 594 -394 -------------------------------------------------------------------------------- H5C 14.67 8.00 WALL 0.000 12.000 648 -482 H5C 14.67 8.00 WALL 14.000 12.000 549 -387 -------------------------------------------------------------------------------- H7B 15.33 8.00 WALL 0.000 12.000 1032 -732 H7B 15.33 8.00 WALL 14.667 12.000 1130 -845 -------------------------------------------------------------------------------- H7C 14.67 8.00 WALL 0.000 12.000 648 -466 H7C 14.67 8.00 WALL 14.000 12.000 549 -371 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- MH11 15.33 8.00 WALL 0.000 12.000 672 -436 MH11 15.33 8.00 WALL 14.667 12.000 575 -471 -------------------------------------------------------------------------------- MH13 15.33 8.00 WALL 0.000 12.000 672 -411 MH13 15.33 8.00 WALL 14.667 12.000 575 -493 -------------------------------------------------------------------------------- MH7 15.33 8.00 WALL 0.000 12.000 1106 -824 MH7 15.33 8.00 WALL 14.667 12.000 1299 -912 -------------------------------------------------------------------------------- MH9 15.33 8.00 WALL 0.000 12.000 672 -457 MH9 15.33 8.00 WALL 14.667 12.000 575 -455 -------------------------------------------------------------------------------- C1E 7.34 6.00 WALL 0.002 24.063 420 -513 C1E 7.34 6.00 WALL 6.836 24.063 427 -529 -------------------------------------------------------------------------------- C2E 7.34 6.00 WALL 0.003 24.063 374 -269 C2E 7.34 1.50 NAILED 7.335 24.084 268 -174 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- H3 7.34 6.00 WALL 0.002 24.063 387 -607 H3 7.34 6.00 WALL 6.835 24.063 403 -633 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- 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 -------------------------------------------------------------------------------- H9 24.67 8.00 WALL 0.000 24.063 1020 -1153 H9 24.67 8.00 WALL 24.000 24.063 1020 -1153 -------------------------------------------------------------------------------- H11 24.67 8.00 WALL 0.000 24.063 1020 -1166 H11 24.67 8.00 WALL 24.000 24.063 1020 -1166 -------------------------------------------------------------------------------- C3E 7.34 6.00 WALL 0.002 24.063 381 -245 C3E 7.34 1.50 NAILED 7.335 24.063 261 -228 -------------------------------------------------------------------------------- H7 24.67 8.00 WALL 0.000 24.063 1925 -2117 H7 24.67 8.00 WALL 24.000 24.063 1925 -2117 -------------------------------------------------------------------------------- MH11A 29.54 8.00 WALL 0.000 24.063 1213 -818 MH11A 29.54 3.00 *Special 29.293 24.063 1109 -1132 -------------------------------------------------------------------------------- MH9B 28.67 6.00 WALL 0.000 24.063 1174 -803 MH9B 28.67 6.00 WALL 28.167 24.063 1082 -723 -------------------------------------------------------------------------------- MH11B 28.67 6.00 WALL 0.000 24.063 1174 -801 MH11B 28.67 6.00 WALL 28.167 24.063 1082 -721 -------------------------------------------------------------------------------- MH13B 29.54 8.00 WALL 0.000 24.063 1210 -820 MH13B 29.54 3.00 *Special 29.292 24.063 1108 -739 -------------------------------------------------------------------------------- MH15B 29.54 8.00 WALL 0.000 24.063 1210 -811 MH15B 29.54 3.00 *Special 29.292 24.063 1108 -738 -------------------------------------------------------------------------------- C3 29.54 8.00 WALL 0.000 24.063 1213 -803 C3 29.54 3.00 *Special 29.292 24.063 1109 -799 -------------------------------------------------------------------------------- C2 29.54 8.00 WALL 0.000 24.063 1213 -797 C2 29.54 3.00 *Special 29.292 24.063 1109 -894 -------------------------------------------------------------------------------- C1 29.54 8.00 WALL 0.000 24.063 1213 -790 C1 29.54 3.00 *Special 29.292 24.063 1109 -983 -------------------------------------------------------------------------------- MH13A 29.54 8.00 WALL 0.000 24.063 1213 -751 MH13A 29.54 3.00 *Special 29.293 24.063 1109 -1076 -------------------------------------------------------------------------------- MH9A 29.54 8.00 WALL 0.000 24.063 1213 -836 MH9A 29.54 3.00 *Special 29.293 24.063 1109 -1119 -------------------------------------------------------------------------------- G2 7.00 6.00 WALL 0.000 24.063 775 -754 G2 7.00 3.00 *Special 6.750 24.063 638 -585 -------------------------------------------------------------------------------- MH7B-2PLY 28.67 6.00 WALL 0.000 24.063 2884 -2936 MH7B-2PLY 28.67 6.00 WALL 28.167 24.063 2731 -2716 -------------------------------------------------------------------------------- G1-3PLY 24.67 8.00 WALL 0.000 24.063 5593 -5584 G1-3PLY 24.67 8.00 WALL 24.000 24.063 7113 -6179 -------------------------------------------------------------------------------- MH7A-2PLY 29.54 8.00 WALL 0.000 24.063 2291 -2466 MH7A-2PLY 29.54 3.00 *Special 29.293 24.063 2388 -2507 -------------------------------------------------------------------------------- =================================================================================== * denotes a connection calculated by the layout program. Refer to the Alpine Hardware Catalog for a complete list of connections. =================================================================================== ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F1 Ply: 1 Qty:5 Wgt: 47.6 lbs SEQN: 227746 / T58 / SY42 FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F1 Ply: 1 Qty:5 Wgt: 47.6 lbs SEQN: 227746 / T58 / SY42 FROM: AO DRW: .../...01/23/2020 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' ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F2 Ply: 1 Qty:4 Wgt: 49.0 lbs SEQN: 208125 / T40 / SY42 FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F2 Ply: 1 Qty:4 Wgt: 49.0 lbs SEQN: 208125 / T40 / SY42 FROM: AO DRW: .../...01/23/2020 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' ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F3 Ply: 1 Qty:1 Wgt: 103.6 lbs SEQN: 208122 / T53 / SY42 FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F3 Ply: 1 Qty:1 Wgt: 103.6 lbs SEQN: 208122 / T53 / SY42 FROM: AO DRW: .../...01/23/2020 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' ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F5 Ply: 1 Qty:6 Wgt: 130.2 lbs SEQN: 223876 / T65 / SY42 FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F5 Ply: 1 Qty:6 Wgt: 130.2 lbs SEQN: 223876 / T65 / SY42 FROM: CK DRW: .../...01/23/2020 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" ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F5A Ply: 1 Qty:2 Wgt: 168.0 lbs SEQN: 223873 / T14 / SY42 FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F5A Ply: 1 Qty:2 Wgt: 168.0 lbs SEQN: 223873 / T14 / SY42 FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F6 Ply: 1 Qty:1 Wgt: 134.4 lbs SEQN: 223862 / T68 / SY42 FROM: AO DRW: .../...01/23/2020 + 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F6 Ply: 1 Qty:1 Wgt: 134.4 lbs SEQN: 223862 / T68 / SY42 FROM: AO DRW: .../...01/23/2020 + 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" ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F7A Ply: 1 Qty:1 Wgt: 79.8 lbs SEQN: 223833 / T69 / SY42 FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F7A Ply: 1 Qty:1 Wgt: 79.8 lbs SEQN: 223833 / T69 / SY42 FROM: CK DRW: .../...01/23/2020 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" ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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, W4, W5 2x4 SP #2: :W6 2x6 SP #2: Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" 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.=1.00 / 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 P 4755 /-/0 /515 /850 /- K 4680 /-/-/507 /836 /- Wind reactions based on MWFRS P Brg Width = 7.0 Min Req =1.6 K Brg Width = -Min Req =- Bearing P is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 2 -9 C - D 666-3748 D - E 666-3748 E - F 886-4969 Chords Tens.Comp. F - G 886 -4969 G - H 680 -3825 H - I 680 -3825 I - J 6 -32 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. P - O 0 0 O - N 2282 -412 N - M 4678 -838 Chords Tens.Comp. M - L 4715 -845 L - K 2284 -413 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 38 -195 O - C 478-2647 C - N 1733 -301 D - N 67 -339 N - E 203-1100 E - M 344 -60 F - M 67 -338 Webs Tens.Comp. M - G 301 -53 G - L 195 -1052 H - L 71 -355 L - I 1790 -311 I - K 474 -2623 J - K 35 -177 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: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.138F 999 360 VERT(CL): 0.346F 731 240 HORZ(LL): 0.027A - - HORZ(TL): 0.068A - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.413 Max Web CSI: 0.518 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:FG1-3PLY Ply: 3 Qty:1 Wgt: 386.4 lbs SEQN: 228940 / T28 / MONO FROM: AO DRW: .../...01/23/2020 W2 W2 W4 W5 W6 AB C D E F G H I J KLMNOP 2X4 8X8 4X12 2X4 H1015 4X4 5X5 3X8 4X4 2X4 H1015 3X10 2X4 6X8(R) 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 18'6"6 2'9" 21'3" 2'8"10 2" 2"5'5"10 5'3"10 10'7"8 5'1"14 15'9"6 5'1"14 21'3" 5'5"102'**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, W4, W5 2x4 SP #2: :W6 2x6 SP #2: Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @ 5.25" o.c. Bot Chord: 1 Row @12.00" 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.=1.00 / 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 P 4755 /-/0 /515 /850 /- K 4680 /-/-/507 /836 /- Wind reactions based on MWFRS P Brg Width = 7.0 Min Req =1.6 K Brg Width = -Min Req =- Bearing P is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 2 -9 C - D 666-3748 D - E 666-3748 E - F 886-4969 Chords Tens.Comp. F - G 886 -4969 G - H 680 -3825 H - I 680 -3825 I - J 6 -32 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. P - O 0 0 O - N 2282 -412 N - M 4678 -838 Chords Tens.Comp. M - L 4715 -845 L - K 2284 -413 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 38 -195 O - C 478-2647 C - N 1733 -301 D - N 67 -339 N - E 203-1100 E - M 344 -60 F - M 67 -338 Webs Tens.Comp. M - G 301 -53 G - L 195 -1052 H - L 71 -355 L - I 1790 -311 I - K 474 -2623 J - K 35 -177 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: Yes FT/RT:20(0)/0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.138F 999 360 VERT(CL): 0.346F 731 240 HORZ(LL): 0.027A - - HORZ(TL): 0.068A - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.413 Max Web CSI: 0.518 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:FG1-3PLY Ply: 3 Qty:1 Wgt: 386.4 lbs SEQN: 228940 / T28 / MONO FROM: AO DRW: .../...01/23/2020 W2 W2 W4 W5 W6 AB C D E F G H I J KLMNOP 2X4 8X8 4X12 2X4 H1015 4X4 5X5 3X8 4X4 2X4 H1015 3X10 2X4 6X8(R) 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 18'6"6 2'9" 21'3" 2'8"10 2" 2"5'5"10 5'3"10 10'7"8 5'1"14 15'9"6 5'1"14 21'3" 5'5"102' ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 2x10 SP #2 Webs 2x4 SP #3 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @ 4.25" 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. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Blocking Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 3.83' Additional Notes Negative reaction(s) of -645# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 3872 /-/0 /-/-/- F 132 /-645 /-/-/-/- H Brg Width = 4.0 Min Req =1.9 F Brg Width = -Min Req =- Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 1156 0 Chords Tens.Comp. C - D 1156 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 4 -2 G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 0 -161 B - H 0-1223 C - H 0 -787 Webs Tens.Comp. H - D 0 -1233 D - G 167 -76 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: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): 0.060B 763 360 VERT(CL): 0.095B 484 240 HORZ(LL):-0.013B - - HORZ(TL): 0.021B - - Creep Factor: 2.0 Max TC CSI: 0.880 Max BC CSI: 0.393 Max Web CSI: 0.413 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:FG2-2PLY Ply: 2 Qty:1 Wgt: 106.4 lbs SEQN: 209713 / T15 / FLAT FROM: AO DRW: .../...01/23/2020 AB C DE FGHIJ 3X4 2X4 2X4 3X8 3X4 2X10 3'10"3'10" 2" 2" 4' 3'10" 7'4" 3'4" 7'8" 4" 4' 4' 7'4" 3'4" 7'8" 4"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 2x4 SP #1 Bot chord 2x10 SP #2 Webs 2x4 SP #3 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @ 4.25" 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. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Blocking Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 3.83' Additional Notes Negative reaction(s) of -645# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 3872 /-/0 /-/-/- F 132 /-645 /-/-/-/- H Brg Width = 4.0 Min Req =1.9 F Brg Width = -Min Req =- Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 1156 0 Chords Tens.Comp. C - D 1156 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 4 -2 G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 0 -161 B - H 0-1223 C - H 0 -787 Webs Tens.Comp. H - D 0 -1233 D - G 167 -76 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: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): 0.060B 763 360 VERT(CL): 0.095B 484 240 HORZ(LL):-0.013B - - HORZ(TL): 0.021B - - Creep Factor: 2.0 Max TC CSI: 0.880 Max BC CSI: 0.393 Max Web CSI: 0.413 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:FG2-2PLY Ply: 2 Qty:1 Wgt: 106.4 lbs SEQN: 209713 / T15 / FLAT FROM: AO DRW: .../...01/23/2020 AB C DE FGHIJ 3X4 2X4 2X4 3X8 3X4 2X10 3'10"3'10" 2" 2" 4' 3'10" 7'4" 3'4" 7'8" 4" 4' 4' 7'4" 3'4" 7'8" 4"1'9" ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 2x10 SP #2 Webs 2x4 SP #3 Additional Notes Negative reaction(s) of -188# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1006 /-/-/-/-/- F 132 /-188 /-/-/-/- H Brg Width = 4.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 427 0 Chords Tens.Comp. C - D 427 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. J - I 0 0 I - H 10 0 Chords Tens.Comp. H - G 7 -3 G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 23 -42 B - H 0 -468 C - H 0 -514 Webs Tens.Comp. H - D 0 -463 D - G 157 -148 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): 0.019B 999 360 VERT(CL): 0.033B 999 240 HORZ(LL):-0.005B - - HORZ(TL): 0.009B - - Creep Factor: 2.0 Max TC CSI: 0.567 Max BC CSI: 0.143 Max Web CSI: 0.161 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F4 Ply: 1 Qty:1 Wgt: 54.6 lbs SEQN: 209716 / T62 / FLAT FROM: JS DRW: .../...01/23/2020 AB C DE FGHIJ 3X4 3X5 2X4 3X8 3X4 2X10 3'10"3'10" 2" 2" 4' 3'10" 7'4" 3'4" 7'8" 4" 2" 2" 4' 3'10" 7'4" 3'4" 7'8" 4"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 2x10 SP #2 Webs 2x4 SP #3 Additional Notes Negative reaction(s) of -188# MAX. from a non-wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 1006 /-/-/-/-/- F 132 /-188 /-/-/-/- H Brg Width = 4.0 Min Req =1.5 F Brg Width = -Min Req =- Bearing H is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 427 0 Chords Tens.Comp. C - D 427 0 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. J - I 0 0 I - H 10 0 Chords Tens.Comp. H - G 7 -3 G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 23 -42 B - H 0 -468 C - H 0 -514 Webs Tens.Comp. H - D 0 -463 D - G 157 -148 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): 0.019B 999 360 VERT(CL): 0.033B 999 240 HORZ(LL):-0.005B - - HORZ(TL): 0.009B - - Creep Factor: 2.0 Max TC CSI: 0.567 Max BC CSI: 0.143 Max Web CSI: 0.161 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F4 Ply: 1 Qty:1 Wgt: 54.6 lbs SEQN: 209716 / T62 / FLAT FROM: JS DRW: .../...01/23/2020 AB C DE FGHIJ 3X4 3X5 2X4 3X8 3X4 2X10 3'10"3'10" 2" 2" 4' 3'10" 7'4" 3'4" 7'8" 4" 2" 2" 4' 3'10" 7'4" 3'4" 7'8" 4"2' ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 2x6 SP #2 Webs 2x4 SP #3 :Rt Bearing Leg 2x10 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 439 plf at 0.00 to 439 plf at 14.42 BC: From 10 plf at 0.00 to 10 plf at 13.65 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. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. 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 P*740 /-/0 /79 /202 /- L 3584 /-/-/376 /964 /- J 932 /-/-/83 /301 /- Wind reactions based on MWFRS P Brg Width = 34.0 Min Req =- L Brg Width = 10.0 Min Req =2.1 J Brg Width = -Min Req =- Bearings P & L are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 -1 C - D 149 -467 D - E 161 -509 Chords Tens.Comp. E - F 151 -472 F - G 646 -177 G - H 646 -177 H - I 48 -148 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. P - O 0 0 O - N 854 -256 N - M 509 -161 Chords Tens.Comp. M - L 151 -72 L - K 254 -114 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 55 -201 O - C 176 -587 C - N 157 -97 N - D 133 -473 E - M 116 -420 M - F 535 -144 Webs Tens.Comp. F - L 271 -999 G - L 132 -479 L - H 263 -963 H - K 100 -129 J - K 77 -56 I - J 239 -559 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:160 mph Enclosure: Closed Risk Category: II EXP: CKzt: NA Mean Height: 15.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA 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): 0.006E 999 360 VERT(CL): 0.017E 999 240 HORZ(LL): 0.002H - - HORZ(TL): 0.004H - - Creep Factor: 2.0 Max TC CSI: 0.575 Max BC CSI: 0.301 Max Web CSI: 0.713 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:FG3-2PLY Ply: 2 Qty:1 Wgt: 177.8 lbs SEQN: 229024 / T24 / FLAT FROM: CK DRW: .../...01/23/2020 AB C D E F G H I J K L MNOP 2X4 4X6(R) 2X4 2X4 5X8 2X4 3X8 3X8(R) 3X12 9'4"4'3"12 2" 2" 1'10"8 1'8"8 3'7"8 1'9" 5'7"8 2' 7'3" 1'7"8 8'11" 1'8" 11'3" 2'4" 13'7"12 2'4"12 14'5" 9"4 2" 2" 3'7"8 3'5"8 5'7"8 2' 8'11" 3'3"8 13'7"12 4'8"12 14'5" 9"4 11"42'1'0"12 **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 2x6 SP #2 Webs 2x4 SP #3 :Rt Bearing Leg 2x10 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 439 plf at 0.00 to 439 plf at 14.42 BC: From 10 plf at 0.00 to 10 plf at 13.65 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. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. 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 P*740 /-/0 /79 /202 /- L 3584 /-/-/376 /964 /- J 932 /-/-/83 /301 /- Wind reactions based on MWFRS P Brg Width = 34.0 Min Req =- L Brg Width = 10.0 Min Req =2.1 J Brg Width = -Min Req =- Bearings P & L are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 0 B - C 0 -1 C - D 149 -467 D - E 161 -509 Chords Tens.Comp. E - F 151 -472 F - G 646 -177 G - H 646 -177 H - I 48 -148 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. P - O 0 0 O - N 854 -256 N - M 509 -161 Chords Tens.Comp. M - L 151 -72 L - K 254 -114 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - O 55 -201 O - C 176 -587 C - N 157 -97 N - D 133 -473 E - M 116 -420 M - F 535 -144 Webs Tens.Comp. F - L 271 -999 G - L 132 -479 L - H 263 -963 H - K 100 -129 J - K 77 -56 I - J 239 -559 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:160 mph Enclosure: Closed Risk Category: II EXP: CKzt: NA Mean Height: 15.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.33 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA 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): 0.006E 999 360 VERT(CL): 0.017E 999 240 HORZ(LL): 0.002H - - HORZ(TL): 0.004H - - Creep Factor: 2.0 Max TC CSI: 0.575 Max BC CSI: 0.301 Max Web CSI: 0.713 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:FG3-2PLY Ply: 2 Qty:1 Wgt: 177.8 lbs SEQN: 229024 / T24 / FLAT FROM: CK DRW: .../...01/23/2020 AB C D E F G H I J K L MNOP 2X4 4X6(R) 2X4 2X4 5X8 2X4 3X8 3X8(R) 3X12 9'4"4'3"12 2" 2" 1'10"8 1'8"8 3'7"8 1'9" 5'7"8 2' 7'3" 1'7"8 8'11" 1'8" 11'3" 2'4" 13'7"12 2'4"12 14'5" 9"4 2" 2" 3'7"8 3'5"8 5'7"8 2' 8'11" 3'3"8 13'7"12 4'8"12 14'5" 9"4 11"42'1'0"12 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 186 plf at -0.38 to 186 plf at 0.13 TC: From 201 plf at 0.13 to 201 plf at 2.79 TC: From 186 plf at 2.79 to 186 plf at 2.96 TC: From 116 plf at 2.96 to 116 plf at 14.96 BC: From 10 plf at -0.38 to 10 plf at 0.13 BC: From 12 plf at 0.13 to 12 plf at 2.79 BC: From 10 plf at 2.79 to 10 plf at 14.58 TC: 275 lb Conc. Load at -0.38 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 1886 /-/-/-/-/- K 666 /-/-/-/-/- 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 0 0 B - C 1043 0 C - D 525 -395 D - E 525 -395 E - F 525 -395 Chords Tens.Comp. F - G 77 -878 G - H 0 -790 H - I 0 -757 I - J 0 -790 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 0 -408 R - Q 0-1008 Q - P 0-1008 P - O 876 -82 Chords Tens.Comp. O - N 878 -77 N - M 878 -74 M - L 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - U 0 -34 A - S 0 -384 S - B 591 0 B - R 0-1027 R - C 0-1047 C - P 1223 0 D - P 0 -312 Webs Tens.Comp. P - F 0 -861 F - O 176 -4 N - G 54 -172 G - M 259 -268 H - M 0 -455 M - J 958 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): 0.096G 999 360 VERT(CL): 0.187G 764 240 HORZ(LL):-0.029A - - HORZ(TL): 0.056A - - Creep Factor: 2.0 Max TC CSI: 0.912 Max BC CSI: 0.991 Max Web CSI: 0.582 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F7 Ply: 1 Qty:7 Wgt: 102.2 lbs SEQN: 228466 / T18 / SY42 FROM: CK DRW: .../...01/23/2020 T1 + A B C D E F G H I JK LMNOPQRS T U 1X3(R) 1X3(R) 1.5X3 3X3 3X3 3X5 4X6 W=3X4 1X3 4X8 W=3X4 3X3 1X3 1X3 3X3 1.5X3 3X7 3X3 4X5(R) 1X3 3"8 3"8 3'3"8 12'2" 1'8"1'7"4 2'7"8 2'6"2 1'5"14 2'6"12 6" 15'5"8 3'5"8 3'5"8 8'9"6 5'3"14 10'9"6 2' 15'5"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 186 plf at -0.38 to 186 plf at 0.13 TC: From 201 plf at 0.13 to 201 plf at 2.79 TC: From 186 plf at 2.79 to 186 plf at 2.96 TC: From 116 plf at 2.96 to 116 plf at 14.96 BC: From 10 plf at -0.38 to 10 plf at 0.13 BC: From 12 plf at 0.13 to 12 plf at 2.79 BC: From 10 plf at 2.79 to 10 plf at 14.58 TC: 275 lb Conc. Load at -0.38 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 1886 /-/-/-/-/- K 666 /-/-/-/-/- 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 0 0 B - C 1043 0 C - D 525 -395 D - E 525 -395 E - F 525 -395 Chords Tens.Comp. F - G 77 -878 G - H 0 -790 H - I 0 -757 I - J 0 -790 J - K 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 0 -408 R - Q 0-1008 Q - P 0-1008 P - O 876 -82 Chords Tens.Comp. O - N 878 -77 N - M 878 -74 M - L 0 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. T - U 0 -34 A - S 0 -384 S - B 591 0 B - R 0-1027 R - C 0-1047 C - P 1223 0 D - P 0 -312 Webs Tens.Comp. P - F 0 -861 F - O 176 -4 N - G 54 -172 G - M 259 -268 H - M 0 -455 M - J 958 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): 0.096G 999 360 VERT(CL): 0.187G 764 240 HORZ(LL):-0.029A - - HORZ(TL): 0.056A - - Creep Factor: 2.0 Max TC CSI: 0.912 Max BC CSI: 0.991 Max Web CSI: 0.582 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:F7 Ply: 1 Qty:7 Wgt: 102.2 lbs SEQN: 228466 / T18 / SY42 FROM: CK DRW: .../...01/23/2020 T1 + A B C D E F G H I JK LMNOPQRS T U 1X3(R) 1X3(R) 1.5X3 3X3 3X3 3X5 4X6 W=3X4 1X3 4X8 W=3X4 3X3 1X3 1X3 3X3 1.5X3 3X7 3X3 4X5(R) 1X3 3"8 3"8 3'3"8 12'2" 1'8"1'7"4 2'7"8 2'6"2 1'5"14 2'6"12 6" 15'5"8 3'5"8 3'5"8 8'9"6 5'3"14 10'9"6 2' 15'5"8 4'8"2 2'1'9"3" ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1B Ply: 1 Qty:1 Wgt: 58.8 lbs SEQN: 206992 / T49 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1B Ply: 1 Qty:1 Wgt: 58.8 lbs SEQN: 206992 / T49 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1C Ply: 1 Qty:2 Wgt: 58.8 lbs SEQN: 206977 / T60 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1C Ply: 1 Qty:2 Wgt: 58.8 lbs SEQN: 206977 / T60 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2B Ply: 1 Qty:1 Wgt: 72.8 lbs SEQN: 211180 / T50 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2B Ply: 1 Qty:1 Wgt: 72.8 lbs SEQN: 211180 / T50 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2C Ply: 1 Qty:4 Wgt: 58.8 lbs SEQN: 206980 / T33 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2C Ply: 1 Qty:4 Wgt: 58.8 lbs SEQN: 206980 / T33 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C3B Ply: 1 Qty:1 Wgt: 82.6 lbs SEQN: 206998 / T51 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C3B Ply: 1 Qty:1 Wgt: 82.6 lbs SEQN: 206998 / T51 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C4B Ply: 1 Qty:1 Wgt: 85.4 lbs SEQN: 207001 / T52 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C4B Ply: 1 Qty:1 Wgt: 85.4 lbs SEQN: 207001 / T52 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C5B Ply: 1 Qty:1 Wgt: 158.2 lbs SEQN: 223882 / T42 / HIPS FROM: AO DRW: .../...01/23/2020 (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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C5B Ply: 1 Qty:1 Wgt: 158.2 lbs SEQN: 223882 / T42 / HIPS FROM: AO DRW: .../...01/23/2020 (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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C6B Ply: 1 Qty:3 Wgt: 140.0 lbs SEQN: 207007 / T41 / COMN FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C6B Ply: 1 Qty:3 Wgt: 140.0 lbs SEQN: 207007 / T41 / COMN FROM: AO DRW: .../...01/23/2020 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 #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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ1A Ply: 1 Qty:10 Wgt: 5.6 lbs SEQN: 211263 / T36 / JACK FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ1A Ply: 1 Qty:10 Wgt: 5.6 lbs SEQN: 211263 / T36 / JACK FROM: AO DRW: .../...01/23/2020 A B C D 6 12 2X4(A1) 1' 1'1'6" 4"3 10"31'6"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ3A Ply: 1 Qty:5 Wgt: 12.6 lbs SEQN: 211127 / T45 / JACK FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ3A Ply: 1 Qty:5 Wgt: 12.6 lbs SEQN: 211127 / T45 / JACK FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ3B Ply: 1 Qty:1 Wgt: 9.8 lbs SEQN: 211157 / T56 / JACK FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ3B Ply: 1 Qty:1 Wgt: 9.8 lbs SEQN: 211157 / T56 / JACK FROM: AO DRW: .../...01/23/2020 A B C 6 12 2X4(A1) 3' 3' 4"3 1'10"3 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ5A Ply: 1 Qty:5 Wgt: 18.2 lbs SEQN: 211130 / T55 / JACK FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ5A Ply: 1 Qty:5 Wgt: 18.2 lbs SEQN: 211130 / T55 / JACK FROM: AO DRW: .../...01/23/2020 A B C D 6 12 2X4(A1) 5' 5'1'6" 4"3 2'10"33'6"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ5B Ply: 1 Qty:1 Wgt: 15.4 lbs SEQN: 211160 / T59 / JACK FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ5B Ply: 1 Qty:1 Wgt: 15.4 lbs SEQN: 211160 / T59 / JACK FROM: AO DRW: .../...01/23/2020 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 /-/-/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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ3A Ply: 1 Qty:6 Wgt: 12.6 lbs SEQN: 211254 / T31 / EJAC FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ3A Ply: 1 Qty:6 Wgt: 12.6 lbs SEQN: 211254 / T31 / EJAC FROM: AO DRW: .../...01/23/2020 A B C D 6 12 2X4(A1) 3' 3'1'6" 4"3 1'10"32'6"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ6 Ply: 1 Qty:10 Wgt: 16.8 lbs SEQN: 223840 / T17 / MONO FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ6 Ply: 1 Qty:10 Wgt: 16.8 lbs SEQN: 223840 / T17 / MONO FROM: CK DRW: .../...01/23/2020 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 #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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ7A Ply: 1 Qty:6 Wgt: 25.2 lbs SEQN: 211272 / T47 / EJAC FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ7A Ply: 1 Qty:6 Wgt: 25.2 lbs SEQN: 211272 / T47 / EJAC FROM: AO DRW: .../...01/23/2020 A B C D 6 12 2X4(A1) 7' 7'1'6" 4"3 3'10"34'6"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:G3 Ply: 1 Qty:1 Wgt: 166.6 lbs SEQN: 223850 / T64 / FLAT FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:G3 Ply: 1 Qty:1 Wgt: 166.6 lbs SEQN: 223850 / T64 / FLAT FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:GE1 Ply: 1 Qty:1 Wgt: 19.6 lbs SEQN: 223856 / T63 / GABL FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:GE1 Ply: 1 Qty:1 Wgt: 19.6 lbs SEQN: 223856 / T63 / GABL FROM: CK DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H3C Ply: 1 Qty:1 Wgt: 72.8 lbs SEQN: 206986 / T32 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H3C Ply: 1 Qty:1 Wgt: 72.8 lbs SEQN: 206986 / T32 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H5C Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 206989 / T46 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H5C Ply: 1 Qty:1 Wgt: 64.4 lbs SEQN: 206989 / T46 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H7B Ply: 1 Qty:1 Wgt: 67.2 lbs SEQN: 206995 / T35 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H7B Ply: 1 Qty:1 Wgt: 67.2 lbs SEQN: 206995 / T35 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H7C Ply: 1 Qty:1 Wgt: 56.0 lbs SEQN: 206983 / T57 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H7C Ply: 1 Qty:1 Wgt: 56.0 lbs SEQN: 206983 / T57 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ3A Ply: 1 Qty:2 Wgt: 18.2 lbs SEQN: 211269 / T39 / HIP_ FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ3A Ply: 1 Qty:2 Wgt: 18.2 lbs SEQN: 211269 / T39 / HIP_ FROM: AO DRW: .../...01/23/2020 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 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ7A Ply: 1 Qty:3 Wgt: 43.4 lbs SEQN: 211266 / T37 / HIP_ FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ7A Ply: 1 Qty:3 Wgt: 43.4 lbs SEQN: 211266 / T37 / HIP_ FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH11 Ply: 1 Qty:1 Wgt: 86.8 lbs SEQN: 207015 / T30 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH11 Ply: 1 Qty:1 Wgt: 86.8 lbs SEQN: 207015 / T30 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH13 Ply: 1 Qty:1 Wgt: 93.8 lbs SEQN: 207011 / T43 / HIPM FROM: AO DRW: .../...01/23/2020 (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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH13 Ply: 1 Qty:1 Wgt: 93.8 lbs SEQN: 207011 / T43 / HIPM FROM: AO DRW: .../...01/23/2020 (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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH7 Ply: 1 Qty:1 Wgt: 81.2 lbs SEQN: 207023 / T38 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH7 Ply: 1 Qty:1 Wgt: 81.2 lbs SEQN: 207023 / T38 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH9 Ply: 1 Qty:1 Wgt: 84.0 lbs SEQN: 207019 / T48 / HIPM FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH9 Ply: 1 Qty:1 Wgt: 84.0 lbs SEQN: 207019 / T48 / HIPM FROM: AO DRW: .../...01/23/2020 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. 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1E Ply: 1 Qty:3 Wgt: 30.8 lbs SEQN: 214503 / T34 / SPEC FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1E Ply: 1 Qty:3 Wgt: 30.8 lbs SEQN: 214503 / T34 / SPEC FROM: AO DRW: .../...01/23/2020 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 374 /-/-/303 /269 /146 D 268 /-/-/139 /174 /- 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 554 -365 Chords Tens.Comp. C - D 557 -369 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - E 294 -385 Chords Tens.Comp. E - D 294 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 163 -52 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: 24.92 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: 0.18 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): 0.005E 999 360 VERT(CL): 0.008E 999 240 HORZ(LL): 0.003E - - HORZ(TL): 0.004E - - Creep Factor: 2.0 Max TC CSI: 0.530 Max BC CSI: 0.176 Max Web CSI: 0.062 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2E Ply: 1 Qty:2 Wgt: 29.4 lbs SEQN: 227853 / T27 / SPEC FROM: AO DRW: .../...01/23/2020 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 /-/-/303 /269 /146 D 268 /-/-/139 /174 /- 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 554 -365 Chords Tens.Comp. C - D 557 -369 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - E 294 -385 Chords Tens.Comp. E - D 294 -385 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - E 163 -52 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: 24.92 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: 0.18 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): 0.005E 999 360 VERT(CL): 0.008E 999 240 HORZ(LL): 0.003E - - HORZ(TL): 0.004E - - Creep Factor: 2.0 Max TC CSI: 0.530 Max BC CSI: 0.176 Max Web CSI: 0.062 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2E Ply: 1 Qty:2 Wgt: 29.4 lbs SEQN: 227853 / T27 / SPEC FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE,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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ1 Ply: 1 Qty:12 Wgt: 5.6 lbs SEQN: 227486 / T44 / JACK FROM: AO DRW: .../...01/17/2020 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 /-/-/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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ1 Ply: 1 Qty:12 Wgt: 5.6 lbs SEQN: 227486 / T44 / JACK FROM: AO DRW: .../...01/17/2020 A B C D 6 12 2X4(A1) 1' 1'1'6" 4"3 10"31'6"15 ,GELCORP ,AVALON BY THE BEACH - OCE,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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ3 Ply: 1 Qty:8 Wgt: 12.6 lbs SEQN: 227489 / T21 / JACK FROM: AO DRW: .../...01/17/2020 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 = 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ3 Ply: 1 Qty:8 Wgt: 12.6 lbs SEQN: 227489 / T21 / JACK FROM: AO DRW: .../...01/17/2020 A B C D 6 12 2X4(A1) 3' 3'1'6" 4"3 1'10"32'6"15 ,GELCORP ,AVALON BY THE BEACH - OCE,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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ5 Ply: 1 Qty:8 Wgt: 18.2 lbs SEQN: 227492 / T19 / JACK FROM: AO DRW: .../...01/17/2020 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 /-/-/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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:CJ5 Ply: 1 Qty:8 Wgt: 18.2 lbs SEQN: 227492 / T19 / JACK FROM: AO DRW: .../...01/17/2020 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 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ3 Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 214509 / T20 / EJAC FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ3 Ply: 1 Qty:2 Wgt: 12.6 lbs SEQN: 214509 / T20 / EJAC FROM: AO DRW: .../...01/23/2020 A B C D 6 12 2X4(A1) 3' 3'1'6" 4"3 1'10"32'6"15 ,GELCORP ,AVALON BY THE BEACH - OCE,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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ7 Ply: 1 Qty:26 Wgt: 25.2 lbs SEQN: 227727 / T11 / EJAC FROM: AO DRW: .../...01/17/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:EJ7 Ply: 1 Qty:26 Wgt: 25.2 lbs SEQN: 227727 / T11 / EJAC FROM: AO DRW: .../...01/17/2020 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 #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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H3 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 214515 / T5 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H3 Ply: 1 Qty:1 Wgt: 39.2 lbs SEQN: 214515 / T5 / HIPS FROM: AO DRW: .../...01/23/2020 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 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ3 Ply: 1 Qty:2 Wgt: 18.2 lbs SEQN: 214512 / T54 / HIP_ FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ3 Ply: 1 Qty:2 Wgt: 18.2 lbs SEQN: 214512 / T54 / HIP_ FROM: AO DRW: .../...01/23/2020 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 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ7 Ply: 1 Qty:4 Wgt: 43.4 lbs SEQN: 227495 / T8 / HIP_ FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:HJ7 Ply: 1 Qty:4 Wgt: 43.4 lbs SEQN: 227495 / T8 / HIP_ FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 1020 /-/-/678 /1153/316 G 1020 /-/-/678 /1153/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 8.0 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 1688-1545 C - D 1602-1348 D - E 1485-1180 Chords Tens.Comp. E - F 1590 -1340 F - G 1687 -1544 G - H 39 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - K 1319-1282 K - J 1177-1023 Chords Tens.Comp. J - I 1177 -1023 I - G 1318 -1282 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 398 -218 D - K 380 -349 D - I 173 -167 Webs Tens.Comp. I - E 382 -345 I - F 401 -220 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):-0.100I 999 360 VERT(CL): 0.108K 999 240 HORZ(LL):-0.039I - - HORZ(TL): 0.048I - - Creep Factor: 2.0 Max TC CSI: 0.755 Max BC CSI: 0.749 Max Web CSI: 0.191 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H9 Ply: 1 Qty:1 Wgt: 120.4 lbs SEQN: 227503 / T29 / HIPS FROM: JS DRW: .../...01/23/2020 A B C D E F G HIJK 6 12 3X4(A1) 2X4 5X8 3X4 3X5 3X8 4X8 2X4 3X4(A1) 24'8" 6'4" 6'4" 9' 2'8" 15'8" 6'8"1 18'4" 2'8" 24'8" 6'4" 9' 9' 15'8" 6'8"1 24'8" 9'1'6"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 1020 /-/-/678 /1153/316 G 1020 /-/-/678 /1153/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 8.0 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 1688-1545 C - D 1602-1348 D - E 1485-1180 Chords Tens.Comp. E - F 1590 -1340 F - G 1687 -1544 G - H 39 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - K 1319-1282 K - J 1177-1023 Chords Tens.Comp. J - I 1177 -1023 I - G 1318 -1282 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 398 -218 D - K 380 -349 D - I 173 -167 Webs Tens.Comp. I - E 382 -345 I - F 401 -220 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):-0.100I 999 360 VERT(CL): 0.108K 999 240 HORZ(LL):-0.039I - - HORZ(TL): 0.048I - - Creep Factor: 2.0 Max TC CSI: 0.755 Max BC CSI: 0.749 Max Web CSI: 0.191 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H9 Ply: 1 Qty:1 Wgt: 120.4 lbs SEQN: 227503 / T29 / HIPS FROM: JS DRW: .../...01/23/2020 A B C D E F G HIJK 6 12 3X4(A1) 2X4 5X8 3X4 3X5 3X8 4X8 2X4 3X4(A1) 24'8" 6'4" 6'4" 9' 2'8" 15'8" 6'8"1 18'4" 2'8" 24'8" 6'4" 9' 9' 15'8" 6'8"1 24'8" 9'1'6"1'6" 4"34'10"25'6"14 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 1020 /-/-/668 /1166/365 G 1020 /-/-/668 /1166/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 8.0 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 1644-1487 C - D 1476-1211 D - E 1360-1023 Chords Tens.Comp. E - F 1464 -1203 F - G 1644 -1486 G - H 39 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - K 1261-1220 K - J 1020 -802 Chords Tens.Comp. J - I 1020 -802 I - G 1259 -1220 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 596 -343 D - K 384 -474 D - I 180 -172 Webs Tens.Comp. I - E 383 -469 I - F 598 -344 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):-0.084K 999 360 VERT(CL): 0.086K 999 240 HORZ(LL):-0.027I - - HORZ(TL): 0.033I - - Creep Factor: 2.0 Max TC CSI: 0.921 Max BC CSI: 0.426 Max Web CSI: 0.282 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H11 Ply: 1 Qty:1 Wgt: 127.4 lbs SEQN: 227509 / T6 / HIPS FROM: JS DRW: .../...01/23/2020 A B C D E F G HIJK 6 12 3X4(A1) 5X5 4X8 3X4 4X5 3X8 4X8 5X5 3X4(A1) 24'8" 7'5" 7'5" 11' 3'7" 13'8" 2'8"1 17'3" 3'7" 24'8" 7'5" 11' 11' 13'8" 2'8"1 24'8" 11'1'6"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 1020 /-/-/668 /1166/365 G 1020 /-/-/668 /1166/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.5 G Brg Width = 8.0 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 1644-1487 C - D 1476-1211 D - E 1360-1023 Chords Tens.Comp. E - F 1464 -1203 F - G 1644 -1486 G - H 39 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - K 1261-1220 K - J 1020 -802 Chords Tens.Comp. J - I 1020 -802 I - G 1259 -1220 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - K 596 -343 D - K 384 -474 D - I 180 -172 Webs Tens.Comp. I - E 383 -469 I - F 598 -344 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):-0.084K 999 360 VERT(CL): 0.086K 999 240 HORZ(LL):-0.027I - - HORZ(TL): 0.033I - - Creep Factor: 2.0 Max TC CSI: 0.921 Max BC CSI: 0.426 Max Web CSI: 0.282 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H11 Ply: 1 Qty:1 Wgt: 127.4 lbs SEQN: 227509 / T6 / HIPS FROM: JS DRW: .../...01/23/2020 A B C D E F G HIJK 6 12 3X4(A1) 5X5 4X8 3X4 4X5 3X8 4X8 5X5 3X4(A1) 24'8" 7'5" 7'5" 11' 3'7" 13'8" 2'8"1 17'3" 3'7" 24'8" 7'5" 11' 11' 13'8" 2'8"1 24'8" 11'1'6"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 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 381 /-/-/357 /245 /190 F 261 /-/-/157 /228 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F 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 233 -260 Chords Tens.Comp. C - D 312 -165 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - H 180 -355 H - G 1 -2 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 443 -145 H - D 331 -625 Webs Tens.Comp. D - G 577 -305 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: 25.34 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): 0.008H 999 360 VERT(CL): 0.010H 999 240 HORZ(LL): 0.005H - - HORZ(TL): 0.006H - - Creep Factor: 2.0 Max TC CSI: 0.482 Max BC CSI: 0.247 Max Web CSI: 0.194 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C3E Ply: 1 Qty:1 Wgt: 37.8 lbs SEQN: 227856 / T23 / HIPM FROM: AO DRW: .../...01/23/2020 A B C DE FGH 6 12 2X4(A1) 4X4(R1) 3X4 4X4 3X5 5'4" 5'4" 7'2" 1'10" 7'4" 2" 5'4" 5'4" 7'2" 1'10" 7'4" 2" 1'6" 4"2 3'0"33'8"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 381 /-/-/357 /245 /190 F 261 /-/-/157 /228 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 F 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 233 -260 Chords Tens.Comp. C - D 312 -165 D - E 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - H 180 -355 H - G 1 -2 Chords Tens.Comp. G - F 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - H 443 -145 H - D 331 -625 Webs Tens.Comp. D - G 577 -305 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: 25.34 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): 0.008H 999 360 VERT(CL): 0.010H 999 240 HORZ(LL): 0.005H - - HORZ(TL): 0.006H - - Creep Factor: 2.0 Max TC CSI: 0.482 Max BC CSI: 0.247 Max Web CSI: 0.194 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C3E Ply: 1 Qty:1 Wgt: 37.8 lbs SEQN: 227856 / T23 / HIPM FROM: AO DRW: .../...01/23/2020 A B C DE FGH 6 12 2X4(A1) 4X4(R1) 3X4 4X4 3X5 5'4" 5'4" 7'2" 1'10" 7'4" 2" 5'4" 5'4" 7'2" 1'10" 7'4" 2" 1'6" 4"2 3'0"33'8"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 #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 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 1925 /-/-/-/2117/- F 1925 /-/-/-/2117/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.3 F Brg Width = 8.0 Min Req =2.3 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 39 -64 B - C 3782-3503 C - D 4008-3747 Chords Tens.Comp. D - E 4008 -3747 E - F 3782 -3503 F - G 39 -64 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 3056-3258 J - I 3082-3273 Chords Tens.Comp. I - H 3082 -3273 H - F 3056 -3258 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 625 -373 C - I 797 -882 D - I 1094 -658 Webs Tens.Comp. I - E 797 -882 H - E 625 -373 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):-0.289D 999 360 VERT(CL): 0.317D 922 240 HORZ(LL):-0.109H - - HORZ(TL): 0.121H - - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI: 0.950 Max Web CSI: 0.646 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H7 Ply: 1 Qty:1 Wgt: 117.6 lbs SEQN: 227500 / T22 / HIPS FROM: JS DRW: .../...01/23/2020 T2 A B C D E F GHIJ 6 12 3X10(B5R) 5X8 2X4 3X5 5X8 2X4 5X8 3X10(B5R) 24'8" 7' 7' 12'4" 5'4" 17'8" 5'4" 24'8" 7' 7' 7' 12'4" 5'4" 17'8" 5'4" 24'8" 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 #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 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 1925 /-/-/-/2117/- F 1925 /-/-/-/2117/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =2.3 F Brg Width = 8.0 Min Req =2.3 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 39 -64 B - C 3782-3503 C - D 4008-3747 Chords Tens.Comp. D - E 4008 -3747 E - F 3782 -3503 F - G 39 -64 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 3056-3258 J - I 3082-3273 Chords Tens.Comp. I - H 3082 -3273 H - F 3056 -3258 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 625 -373 C - I 797 -882 D - I 1094 -658 Webs Tens.Comp. I - E 797 -882 H - E 625 -373 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):-0.289D 999 360 VERT(CL): 0.317D 922 240 HORZ(LL):-0.109H - - HORZ(TL): 0.121H - - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI: 0.950 Max Web CSI: 0.646 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:H7 Ply: 1 Qty:1 Wgt: 117.6 lbs SEQN: 227500 / T22 / HIPS FROM: JS DRW: .../...01/23/2020 T2 A B C D E F GHIJ 6 12 3X10(B5R) 5X8 2X4 3X5 5X8 2X4 5X8 3X10(B5R) 24'8" 7' 7' 12'4" 5'4" 17'8" 5'4" 24'8" 7' 7' 7' 12'4" 5'4" 17'8" 5'4" 24'8" 7'1'6"1'6" 4"33'10"24'6"14 ,GELCORP ,AVALON BY THE BEACH - OCE,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 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 1213 /-/-/862 /818 /301 I 1109 /-/-/576 /1132/- Wind reactions based on MWFRS B Brg Width = 8.0 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 1810-1951 C - D 1660-1605 D - E 1573-1468 Chords Tens.Comp. E - F 1573 -1468 F - G 1573 -1468 G - H 1059 -1004 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - O 1668-1898 O - N 1665-1897 N - M 1665-1897 M - L 1387-1558 Chords Tens.Comp. L - K 1045 -1108 K - J 1045 -1108 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 226 -48 C - M 491 -402 D - M 395 -378 D - L 167 -255 L - G 580 -636 Webs Tens.Comp. E - L 450 -341 G - J 932 -781 J - H 1359 -1435 H - I 1182 -1060 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: 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):-0.116E 999 360 VERT(CL): 0.155E 999 240 HORZ(LL):-0.038J - - HORZ(TL): 0.053J - - Creep Factor: 2.0 Max TC CSI: 0.844 Max BC CSI: 0.592 Max Web CSI: 0.807 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH11A Ply: 1 Qty:1 Wgt: 170.8 lbs SEQN: 227850 / T61 / HIPM FROM: JS DRW: .../...01/15/2020 (a) A B C D E F G H IJKLMNO 6 12 3X5(A1) 2X4 5X8 3X5 5X8 3X4 2X4 3X8 3X5 3X5 3X4 3X5 3X6(R) 3X6 29'6"8 7'4" 7'4" 11' 3'8" 17'2"12 6'2"12 23'3"12 6'1" 29'6"8 6'2"12 7'4" 7'4" 11' 3'8" 17'2"12 6'2"12 23'3"12 6'1" 29'6"8 6'2"121'6" 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 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 1213 /-/-/862 /818 /301 I 1109 /-/-/576 /1132/- Wind reactions based on MWFRS B Brg Width = 8.0 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 1810-1951 C - D 1660-1605 D - E 1573-1468 Chords Tens.Comp. E - F 1573 -1468 F - G 1573 -1468 G - H 1059 -1004 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - O 1668-1898 O - N 1665-1897 N - M 1665-1897 M - L 1387-1558 Chords Tens.Comp. L - K 1045 -1108 K - J 1045 -1108 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 226 -48 C - M 491 -402 D - M 395 -378 D - L 167 -255 L - G 580 -636 Webs Tens.Comp. E - L 450 -341 G - J 932 -781 J - H 1359 -1435 H - I 1182 -1060 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: 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):-0.116E 999 360 VERT(CL): 0.155E 999 240 HORZ(LL):-0.038J - - HORZ(TL): 0.053J - - Creep Factor: 2.0 Max TC CSI: 0.844 Max BC CSI: 0.592 Max Web CSI: 0.807 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH11A Ply: 1 Qty:1 Wgt: 170.8 lbs SEQN: 227850 / T61 / HIPM FROM: JS DRW: .../...01/15/2020 (a) A B C D E F G H IJKLMNO 6 12 3X5(A1) 2X4 5X8 3X5 5X8 3X4 2X4 3X8 3X5 3X5 3X4 3X5 3X6(R) 3X6 29'6"8 7'4" 7'4" 11' 3'8" 17'2"12 6'2"12 23'3"12 6'1" 29'6"8 6'2"12 7'4" 7'4" 11' 3'8" 17'2"12 6'2"12 23'3"12 6'1" 29'6"8 6'2"121'6" 4"3 5'10"36'6"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 /-/-/762 /803 /280 H 1082 /-/-/628 /723 /- 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 1900-1886 C - D 1815-1681 D - E 1690-1483 Chords Tens.Comp. E - F 1678 -1491 F - G 1827 -1693 G - H 1910 -1902 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 1620-1570 J - I 1673-1563 Chords Tens.Comp. I - H 1639 -1572 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 392 -239 D - J 550 -553 J - E 369 -254 Webs Tens.Comp. E - I 334 -243 I - F 561 -581 I - G 413 -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: Closed 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: 0.18 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):-0.094E 999 360 VERT(CL): 0.171E 999 240 HORZ(LL): 0.035I - - HORZ(TL): 0.065I - - Creep Factor: 2.0 Max TC CSI: 0.695 Max BC CSI: 0.746 Max Web CSI: 0.236 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH9B Ply: 1 Qty:1 Wgt: 142.8 lbs SEQN: 227877 / T26 / HIPS FROM: AO DRW: .../...01/23/2020 A B C D E F G H IJ 6 12 3X5(A1) 2X4 4X8 5X12 3X4 5X12 4X8 2X4 3X5(A1) 28'8" 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 /-/-/762 /803 /280 H 1082 /-/-/628 /723 /- 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 1900-1886 C - D 1815-1681 D - E 1690-1483 Chords Tens.Comp. E - F 1678 -1491 F - G 1827 -1693 G - H 1910 -1902 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 1620-1570 J - I 1673-1563 Chords Tens.Comp. I - H 1639 -1572 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 392 -239 D - J 550 -553 J - E 369 -254 Webs Tens.Comp. E - I 334 -243 I - F 561 -581 I - G 413 -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: Closed 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: 0.18 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):-0.094E 999 360 VERT(CL): 0.171E 999 240 HORZ(LL): 0.035I - - HORZ(TL): 0.065I - - Creep Factor: 2.0 Max TC CSI: 0.695 Max BC CSI: 0.746 Max Web CSI: 0.236 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH9B Ply: 1 Qty:1 Wgt: 142.8 lbs SEQN: 227877 / T26 / HIPS FROM: AO DRW: .../...01/23/2020 A B C D E F G H IJ 6 12 3X5(A1) 2X4 4X8 5X12 3X4 5X12 4X8 2X4 3X5(A1) 28'8" 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 /-/-/762 /801 /294 H 1082 /-/-/628 /721 /- 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 1956-1925 C - D 1733-1654 D - E 1667-1442 Chords Tens.Comp. E - F 1652 -1449 F - G 1746 -1663 G - H 1979 -1945 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 1671-1646 J - I 1575-1442 Chords Tens.Comp. I - H 1695 -1654 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 418 -276 D - J 477 -399 J - E 288 -193 Webs Tens.Comp. E - I 257 -183 I - F 479 -451 I - G 443 -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: Closed 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: 0.18 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):-0.092E 999 360 VERT(CL): 0.168E 999 240 HORZ(LL): 0.035I - - HORZ(TL): 0.065I - - Creep Factor: 2.0 Max TC CSI: 0.735 Max BC CSI: 0.684 Max Web CSI: 0.204 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH11B Ply: 1 Qty:1 Wgt: 145.6 lbs SEQN: 227880 / T10 / HIPS FROM: AO DRW: .../...01/23/2020 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 /-/-/762 /801 /294 H 1082 /-/-/628 /721 /- 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 1956-1925 C - D 1733-1654 D - E 1667-1442 Chords Tens.Comp. E - F 1652 -1449 F - G 1746 -1663 G - H 1979 -1945 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 1671-1646 J - I 1575-1442 Chords Tens.Comp. I - H 1695 -1654 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - J 418 -276 D - J 477 -399 J - E 288 -193 Webs Tens.Comp. E - I 257 -183 I - F 479 -451 I - G 443 -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: Closed 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: 0.18 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):-0.092E 999 360 VERT(CL): 0.168E 999 240 HORZ(LL): 0.035I - - HORZ(TL): 0.065I - - Creep Factor: 2.0 Max TC CSI: 0.735 Max BC CSI: 0.684 Max Web CSI: 0.204 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH11B Ply: 1 Qty:1 Wgt: 145.6 lbs SEQN: 227880 / T10 / HIPS FROM: AO DRW: .../...01/23/2020 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 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 :W9 2x4 SP #2: Plating Notes (**) 1 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 1210 /-/-/771 /820 /321 I 1108 /-/-/603 /739 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1920-1950 C - D 1726-1563 D - E 1654-1391 Chords Tens.Comp. E - F 1760 -1608 F - G 2252 -2196 G - H 2724 -2537 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - P 1667-1625 P - O 1665-1624 O - N 1665-1624 N - M 1343-1236 Chords Tens.Comp. M - L 1900 -1880 L - K 1900 -1880 K - J 2885 -3122 J - I 20 -21 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 241 -51 C - N 520 -432 D - N 390 -369 D - M 241 -218 M - E 430 -417 M - F 755 -622 Webs Tens.Comp. F - K 350 -267 K - G 1242 -978 G - J 1188 -1036 J - H 2700 -2899 H - I 1126 -1044 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: 26.89 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: 0.18 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):-0.127F 999 360 VERT(CL): 0.236K 999 240 HORZ(LL): 0.044I - - HORZ(TL): 0.082I - - Creep Factor: 2.0 Max TC CSI: 0.612 Max BC CSI: 0.843 Max Web CSI: 0.609 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH13B Ply: 1 Qty:1 Wgt: 161.0 lbs SEQN: 227883 / T12 / SPEC FROM: JS DRW: .../...01/23/2020 W9 A B C D E F G H IJKLMNOP 6 12 3X5(A1) 2X4 5X8 3X5 5X8 3X4 3X8 4X8 3X5 3X4 3X4 4X8(**) 3X8 4X8 3X6 29'6"8 7'3"8 7'3"8 11'6"8 4'3" 17'1"8 5'7" 22'1"8 5' 27'1"8 5' 29'6"8 2'5" 7'3"8 7'3"8 11'6"8 4'3" 17'1"8 5'7" 22'1"8 5' 27'1"8 5' 29'6"8 2'5"1'6" 4"3 1'1"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 Webs 2x4 SP #3 :W9 2x4 SP #2: Plating Notes (**) 1 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 1210 /-/-/771 /820 /321 I 1108 /-/-/603 /739 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1920-1950 C - D 1726-1563 D - E 1654-1391 Chords Tens.Comp. E - F 1760 -1608 F - G 2252 -2196 G - H 2724 -2537 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - P 1667-1625 P - O 1665-1624 O - N 1665-1624 N - M 1343-1236 Chords Tens.Comp. M - L 1900 -1880 L - K 1900 -1880 K - J 2885 -3122 J - I 20 -21 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 241 -51 C - N 520 -432 D - N 390 -369 D - M 241 -218 M - E 430 -417 M - F 755 -622 Webs Tens.Comp. F - K 350 -267 K - G 1242 -978 G - J 1188 -1036 J - H 2700 -2899 H - I 1126 -1044 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: 26.89 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: 0.18 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):-0.127F 999 360 VERT(CL): 0.236K 999 240 HORZ(LL): 0.044I - - HORZ(TL): 0.082I - - Creep Factor: 2.0 Max TC CSI: 0.612 Max BC CSI: 0.843 Max Web CSI: 0.609 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH13B Ply: 1 Qty:1 Wgt: 161.0 lbs SEQN: 227883 / T12 / SPEC FROM: JS DRW: .../...01/23/2020 W9 A B C D E F G H IJKLMNOP 6 12 3X5(A1) 2X4 5X8 3X5 5X8 3X4 3X8 4X8 3X5 3X4 3X4 4X8(**) 3X8 4X8 3X6 29'6"8 7'3"8 7'3"8 11'6"8 4'3" 17'1"8 5'7" 22'1"8 5' 27'1"8 5' 29'6"8 2'5" 7'3"8 7'3"8 11'6"8 4'3" 17'1"8 5'7" 22'1"8 5' 27'1"8 5' 29'6"8 2'5"1'6" 4"3 1'1"76'1"76'10"3 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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: :B3 2x4 SP M-30: 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 1210 /-/-/764 /811 /364 I 1108 /-/-/552 /738 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1878-1966 C - D 1535-1428 D - E 1495-1227 Chords Tens.Comp. E - F 1585 -1432 F - G 2942 -2728 G - H 2379 -2280 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - O 1685-1661 O - N 1681-1660 N - M 1681-1660 M - L 1200-1102 Chords Tens.Comp. L - K 1653 -1674 K - J 1653 -1674 J - I 15 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 286 -53 C - M 651 -562 D - M 255 -307 D - L 436 -281 L - E 462 -581 Webs Tens.Comp. L - F 758 -564 F - J 970 -1099 G - J 1701 -1445 J - H 2464 -2567 H - I 1173 -1083 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: 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: 0.18 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):-0.120F 999 360 VERT(CL): 0.222F 999 240 HORZ(LL):-0.035C - - HORZ(TL): 0.063C - - Creep Factor: 2.0 Max TC CSI: 0.671 Max BC CSI: 0.806 Max Web CSI: 0.985 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH15B Ply: 1 Qty:1 Wgt: 179.2 lbs SEQN: 227886 / T4 / SPEC FROM: JS DRW: .../...01/23/2020 B2 B3A B C D E F G H IJKLMNO 6 12 3X5(A1) 2X4 5X8 3X5 4X8 3X4 3X8 4X8 H0308 3X4 4X6(SRS)(R) 4X12 4X8 3X6 29'6"8 7'3"8 7'3"8 13'6"8 6'3" 15'1"8 1'7" 20'1"8 5' 25'1"8 5' 29'6"8 4'5" 7'3"8 7'3"8 13'6"8 6'3" 15'1"8 1'7" 25'1"8 10' 29'6"8 4'5"1'6" 4"3 2'1"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 #1: :B3 2x4 SP M-30: 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 1210 /-/-/764 /811 /364 I 1108 /-/-/552 /738 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1878-1966 C - D 1535-1428 D - E 1495-1227 Chords Tens.Comp. E - F 1585 -1432 F - G 2942 -2728 G - H 2379 -2280 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - O 1685-1661 O - N 1681-1660 N - M 1681-1660 M - L 1200-1102 Chords Tens.Comp. L - K 1653 -1674 K - J 1653 -1674 J - I 15 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - C 286 -53 C - M 651 -562 D - M 255 -307 D - L 436 -281 L - E 462 -581 Webs Tens.Comp. L - F 758 -564 F - J 970 -1099 G - J 1701 -1445 J - H 2464 -2567 H - I 1173 -1083 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: 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: 0.18 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):-0.120F 999 360 VERT(CL): 0.222F 999 240 HORZ(LL):-0.035C - - HORZ(TL): 0.063C - - Creep Factor: 2.0 Max TC CSI: 0.671 Max BC CSI: 0.806 Max Web CSI: 0.985 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH15B Ply: 1 Qty:1 Wgt: 179.2 lbs SEQN: 227886 / T4 / SPEC FROM: JS DRW: .../...01/23/2020 B2 B3A B C D E F G H IJKLMNO 6 12 3X5(A1) 2X4 5X8 3X5 4X8 3X4 3X8 4X8 H0308 3X4 4X6(SRS)(R) 4X12 4X8 3X6 29'6"8 7'3"8 7'3"8 13'6"8 6'3" 15'1"8 1'7" 20'1"8 5' 25'1"8 5' 29'6"8 4'5" 7'3"8 7'3"8 13'6"8 6'3" 15'1"8 1'7" 25'1"8 10' 29'6"8 4'5"1'6" 4"3 2'1"77'1"77'10"3 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 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 1213 /-/-/770 /803 /377 H 1109 /-/-/548 /799 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1839-1970 C - D 1454-1394 Chords Tens.Comp. D - E 1519 -1350 E - F 2576 -2381 F - G 2099 -2007 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - M 1689-1696 M - L 1686-1695 L - K 1686-1695 Chords Tens.Comp. K - J 1512 -1537 J - I 1512 -1537 I - H 21 -24 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 272 -47 C - K 691 -593 D - K 841 -884 K - E 673 -519 Webs Tens.Comp. E - I 845 -965 F - I 1619 -1366 I - G 2178 -2275 G - H 1170 -1058 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: 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: 0.18 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):-0.121F 999 360 VERT(CL): 0.222F 999 240 HORZ(LL):-0.036C - - HORZ(TL): 0.064C - - Creep Factor: 2.0 Max TC CSI: 0.780 Max BC CSI: 0.782 Max Web CSI: 0.916 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C3 Ply: 1 Qty:1 Wgt: 162.4 lbs SEQN: 227889 / T3 / SPEC FROM: JS DRW: .../...01/23/2020 B2 (a) A B C D E F G HIJKLM 6 12 3X5(A1) 2X4 5X8 3X5 4X5 3X8 3X4 3X5 5X5(SRS) 3X12 5X7 3X6 29'6"8 7'4" 7'4" 14'4" 7' 18'8"12 4'4"12 23'1"8 4'4"12 29'6"8 6'5" 7'4" 7'4" 14'4" 7' 23'1"8 8'9"8 29'6"8 6'5"1'6" 4"3 3'1"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 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 1213 /-/-/770 /803 /377 H 1109 /-/-/548 /799 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1839-1970 C - D 1454-1394 Chords Tens.Comp. D - E 1519 -1350 E - F 2576 -2381 F - G 2099 -2007 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - M 1689-1696 M - L 1686-1695 L - K 1686-1695 Chords Tens.Comp. K - J 1512 -1537 J - I 1512 -1537 I - H 21 -24 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 272 -47 C - K 691 -593 D - K 841 -884 K - E 673 -519 Webs Tens.Comp. E - I 845 -965 F - I 1619 -1366 I - G 2178 -2275 G - H 1170 -1058 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: 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: 0.18 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):-0.121F 999 360 VERT(CL): 0.222F 999 240 HORZ(LL):-0.036C - - HORZ(TL): 0.064C - - Creep Factor: 2.0 Max TC CSI: 0.780 Max BC CSI: 0.782 Max Web CSI: 0.916 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C3 Ply: 1 Qty:1 Wgt: 162.4 lbs SEQN: 227889 / T3 / SPEC FROM: JS DRW: .../...01/23/2020 B2 (a) A B C D E F G HIJKLM 6 12 3X5(A1) 2X4 5X8 3X5 4X5 3X8 3X4 3X5 5X5(SRS) 3X12 5X7 3X6 29'6"8 7'4" 7'4" 14'4" 7' 18'8"12 4'4"12 23'1"8 4'4"12 29'6"8 6'5" 7'4" 7'4" 14'4" 7' 23'1"8 8'9"8 29'6"8 6'5"1'6" 4"3 3'1"77'6"38'2"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 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 1213 /-/-/790 /797 /371 H 1109 /-/-/544 /894 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1846-1971 C - D 1471-1391 Chords Tens.Comp. D - E 1497 -1383 E - F 1873 -1759 F - G 7 -12 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - M 1689-1769 M - L 1686-1768 L - K 1686-1768 Chords Tens.Comp. K - J 1799 -1925 J - I 1799 -1925 I - H 1041 -1132 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 293 -49 C - K 669 -590 D - K 772 -778 K - E 855 -725 Webs Tens.Comp. E - I 684 -535 I - F 1003 -1036 F - H 1520 -1394 G - H 160 -101 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: 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: 0.18 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):-0.094K 999 360 VERT(CL): 0.172K 999 240 HORZ(LL):-0.039H - - HORZ(TL): 0.070H - - Creep Factor: 2.0 Max TC CSI: 0.712 Max BC CSI: 0.699 Max Web CSI: 0.856 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2 Ply: 1 Qty:1 Wgt: 159.6 lbs SEQN: 227892 / T9 / SPEC FROM: JS DRW: .../...01/23/2020 B3A B C D E F G HIJKLM 6 12 3X5(A1) 2X4 5X8 3X5 4X5 3X8 3X5 4X8(SRS)(R) 3X4 3X5 2X4 3X6(R) 29'6"8 7'4" 7'4" 14'4" 7' 21'1"8 6'9"8 25'4" 4'2"8 29'6"8 4'2"8 7'4" 7'4" 14'4" 7' 21'1"8 6'9"8 29'6"8 8'5"1'6" 4"3 4'1"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 :B3 2x4 SP #1: 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 1213 /-/-/790 /797 /371 H 1109 /-/-/544 /894 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1846-1971 C - D 1471-1391 Chords Tens.Comp. D - E 1497 -1383 E - F 1873 -1759 F - G 7 -12 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - M 1689-1769 M - L 1686-1768 L - K 1686-1768 Chords Tens.Comp. K - J 1799 -1925 J - I 1799 -1925 I - H 1041 -1132 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - C 293 -49 C - K 669 -590 D - K 772 -778 K - E 855 -725 Webs Tens.Comp. E - I 684 -535 I - F 1003 -1036 F - H 1520 -1394 G - H 160 -101 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: 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: 0.18 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):-0.094K 999 360 VERT(CL): 0.172K 999 240 HORZ(LL):-0.039H - - HORZ(TL): 0.070H - - Creep Factor: 2.0 Max TC CSI: 0.712 Max BC CSI: 0.699 Max Web CSI: 0.856 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C2 Ply: 1 Qty:1 Wgt: 159.6 lbs SEQN: 227892 / T9 / SPEC FROM: JS DRW: .../...01/23/2020 B3A B C D E F G HIJKLM 6 12 3X5(A1) 2X4 5X8 3X5 4X5 3X8 3X5 4X8(SRS)(R) 3X4 3X5 2X4 3X6(R) 29'6"8 7'4" 7'4" 14'4" 7' 21'1"8 6'9"8 25'4" 4'2"8 29'6"8 4'2"8 7'4" 7'4" 14'4" 7' 21'1"8 6'9"8 29'6"8 8'5"1'6" 4"3 4'1"77'6"38'2"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 1213 /-/-/815 /790 /364 H 1109 /-/-/551 /983 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1858-1974 C - D 1475-1386 Chords Tens.Comp. D - E 1516 -1345 E - F 1110 -1029 F - G 1110 -1028 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - N 1693-1850 N - M 1690-1850 M - L 1690-1850 L - K 1563-1717 Chords Tens.Comp. K - J 1566 -1717 J - I 1566 -1717 I - H 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 297 -50 C - L 685 -604 D - L 822 -837 L - E 666 -575 E - K 174 -25 Webs Tens.Comp. E - I 827 -732 F - I 511 -337 I - G 1402 -1513 G - H 1206 -1067 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: 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: 0.18 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):-0.093L 999 360 VERT(CL): 0.167L 999 240 HORZ(LL):-0.036I - - HORZ(TL): 0.063I - - Creep Factor: 2.0 Max TC CSI: 0.681 Max BC CSI: 0.709 Max Web CSI: 0.830 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1 Ply: 1 Qty:1 Wgt: 175.0 lbs SEQN: 227895 / T13 / SPEC FROM: JS DRW: .../...01/23/2020 (a) A B C D E F G HIJKLMN 6 12 3X5(A1) 2X4 5X8 3X5 4X5 3X8 5X12 2X4 3X5 2X4 3X10 4X4 3X6 29'6"8 7'4" 7'4" 14'4" 7' 19'1"8 4'9"8 24'4" 5'2"8 29'6"8 5'2"8 7'4" 7'4" 14'4" 7' 19'1"8 4'9"8 24'4" 5'2"8 29'6"8 5'2"81'6" 4"3 5'1"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 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 1213 /-/-/815 /790 /364 H 1109 /-/-/551 /983 /- Wind reactions based on MWFRS B Brg Width = 8.0 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 1858-1974 C - D 1475-1386 Chords Tens.Comp. D - E 1516 -1345 E - F 1110 -1029 F - G 1110 -1028 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - N 1693-1850 N - M 1690-1850 M - L 1690-1850 L - K 1563-1717 Chords Tens.Comp. K - J 1566 -1717 J - I 1566 -1717 I - H 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 297 -50 C - L 685 -604 D - L 822 -837 L - E 666 -575 E - K 174 -25 Webs Tens.Comp. E - I 827 -732 F - I 511 -337 I - G 1402 -1513 G - H 1206 -1067 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: 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: 0.18 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):-0.093L 999 360 VERT(CL): 0.167L 999 240 HORZ(LL):-0.036I - - HORZ(TL): 0.063I - - Creep Factor: 2.0 Max TC CSI: 0.681 Max BC CSI: 0.709 Max Web CSI: 0.830 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:C1 Ply: 1 Qty:1 Wgt: 175.0 lbs SEQN: 227895 / T13 / SPEC FROM: JS DRW: .../...01/23/2020 (a) A B C D E F G HIJKLMN 6 12 3X5(A1) 2X4 5X8 3X5 4X5 3X8 5X12 2X4 3X5 2X4 3X10 4X4 3X6 29'6"8 7'4" 7'4" 14'4" 7' 19'1"8 4'9"8 24'4" 5'2"8 29'6"8 5'2"8 7'4" 7'4" 14'4" 7' 19'1"8 4'9"8 24'4" 5'2"8 29'6"8 5'2"81'6" 4"3 5'1"77'6"38'2"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 1213 /-/-/860 /751 /325 J 1109 /-/-/578 /1076/- Wind reactions based on MWFRS B Brg Width = 8.0 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 1903-1995 C - D 1537-1469 D - E 1560-1456 Chords Tens.Comp. E - F 1529 -1248 F - G 1829 -1588 G - H 1559 -1372 H - I 1059 -961 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - P 1717-1997 P - O 1714-1996 O - N 1714-1996 N - M 1241-1426 Chords Tens.Comp. M - L 1000 -1108 L - K 1000 -1108 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 269 -46 C - N 622 -540 E - N 385 -319 N - F 129 -172 F - M 643 -724 Webs Tens.Comp. G - M 1103 -902 M - H 521 -632 H - K 978 -781 K - I 1333 -1469 I - J 1226 -1062 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: 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: 0.18 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):-0.117G 999 360 VERT(CL): 0.172G 999 240 HORZ(LL):-0.035K - - HORZ(TL): 0.054K - - Creep Factor: 2.0 Max TC CSI: 0.884 Max BC CSI: 0.627 Max Web CSI: 0.836 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH13A Ply: 1 Qty:1 Wgt: 191.8 lbs SEQN: 227898 / T2 / SPEC FROM: JS DRW: .../...01/23/2020 (a) A B C D E F G H I JKLMNOP 6 12 3X5(A1) 2X4 3X43X5 3X5 4X8 3X8 4X8 4X5(SRS)(R) 3X8 3X5 3X4 3X5 3X5(R) 3X6 29'6"8 6'9" 6'9" 13' 6'3" 15'8" 2'8" 17'1"8 1'5"8 23'4" 6'2"8 29'6"8 6'2"8 6'9" 6'9" 13' 6'3" 17'1"8 4'1"8 23'4" 6'2"8 29'6"8 6'2"81'6" 4"3 6'1"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 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 1213 /-/-/860 /751 /325 J 1109 /-/-/578 /1076/- Wind reactions based on MWFRS B Brg Width = 8.0 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 1903-1995 C - D 1537-1469 D - E 1560-1456 Chords Tens.Comp. E - F 1529 -1248 F - G 1829 -1588 G - H 1559 -1372 H - I 1059 -961 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - P 1717-1997 P - O 1714-1996 O - N 1714-1996 N - M 1241-1426 Chords Tens.Comp. M - L 1000 -1108 L - K 1000 -1108 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - C 269 -46 C - N 622 -540 E - N 385 -319 N - F 129 -172 F - M 643 -724 Webs Tens.Comp. G - M 1103 -902 M - H 521 -632 H - K 978 -781 K - I 1333 -1469 I - J 1226 -1062 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: 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: 0.18 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):-0.117G 999 360 VERT(CL): 0.172G 999 240 HORZ(LL):-0.035K - - HORZ(TL): 0.054K - - Creep Factor: 2.0 Max TC CSI: 0.884 Max BC CSI: 0.627 Max Web CSI: 0.836 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH13A Ply: 1 Qty:1 Wgt: 191.8 lbs SEQN: 227898 / T2 / SPEC FROM: JS DRW: .../...01/23/2020 (a) A B C D E F G H I JKLMNOP 6 12 3X5(A1) 2X4 3X43X5 3X5 4X8 3X8 4X8 4X5(SRS)(R) 3X8 3X5 3X4 3X5 3X5(R) 3X6 29'6"8 6'9" 6'9" 13' 6'3" 15'8" 2'8" 17'1"8 1'5"8 23'4" 6'2"8 29'6"8 6'2"8 6'9" 6'9" 13' 6'3" 17'1"8 4'1"8 23'4" 6'2"8 29'6"8 6'2"81'6" 4"3 6'1"76'10"37'6"15 ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 :T3 2x4 SP #1: 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. 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 1213 /-/-/837 /836 /250 I 1109 /-/-/561 /1119/- Wind reactions based on MWFRS B Brg Width = 8.0 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 1907-1963 C - D 1833-1767 D - E 1933-1835 Chords Tens.Comp. E - F 1933 -1835 F - G 1933 -1835 G - H 1376 -1329 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - N 1689-1934 N - M 1553-1708 M - L 1553-1708 Chords Tens.Comp. L - K 1376 -1433 K - J 1376 -1433 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 347 -209 D - N 398 -308 D - L 337 -472 E - L 478 -376 Webs Tens.Comp. L - G 557 -607 G - J 890 -743 J - H 1603 -1661 H - I 1162 -1055 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: 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):-0.146E 999 360 VERT(CL): 0.195E 999 240 HORZ(LL):-0.038J - - HORZ(TL): 0.053J - - Creep Factor: 2.0 Max TC CSI: 0.742 Max BC CSI: 0.708 Max Web CSI: 0.753 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH9A Ply: 1 Qty:1 Wgt: 156.8 lbs SEQN: 228931 / T7 / HIPM FROM: JS DRW: .../...01/23/2020 T3 B1 (a) A B C D E F G H IJKLMN 6 12 3X5(A1) 2X4 5X8 3X4 3X5 2X4 3X8 3X5 3X5 3X4 3X6 4X5(R) 3X6 29'6"8 6'4" 6'4" 9' 2'8" 15'10"12 6'10"12 22'7"12 6'9" 29'6"8 6'10"12 9' 9' 15'10"12 6'10"12 22'7"12 6'9" 29'6"8 6'10"121'6" 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 :T3 2x4 SP #1: 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. 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 1213 /-/-/837 /836 /250 I 1109 /-/-/561 /1119/- Wind reactions based on MWFRS B Brg Width = 8.0 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 1907-1963 C - D 1833-1767 D - E 1933-1835 Chords Tens.Comp. E - F 1933 -1835 F - G 1933 -1835 G - H 1376 -1329 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - N 1689-1934 N - M 1553-1708 M - L 1553-1708 Chords Tens.Comp. L - K 1376 -1433 K - J 1376 -1433 J - I 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 347 -209 D - N 398 -308 D - L 337 -472 E - L 478 -376 Webs Tens.Comp. L - G 557 -607 G - J 890 -743 J - H 1603 -1661 H - I 1162 -1055 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: 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):-0.146E 999 360 VERT(CL): 0.195E 999 240 HORZ(LL):-0.038J - - HORZ(TL): 0.053J - - Creep Factor: 2.0 Max TC CSI: 0.742 Max BC CSI: 0.708 Max Web CSI: 0.753 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH9A Ply: 1 Qty:1 Wgt: 156.8 lbs SEQN: 228931 / T7 / HIPM FROM: JS DRW: .../...01/23/2020 T3 B1 (a) A B C D E F G H IJKLMN 6 12 3X5(A1) 2X4 5X8 3X4 3X5 2X4 3X8 3X5 3X5 3X4 3X6 4X5(R) 3X6 29'6"8 6'4" 6'4" 9' 2'8" 15'10"12 6'10"12 22'7"12 6'9" 29'6"8 6'10"12 9' 9' 15'10"12 6'10"12 22'7"12 6'9" 29'6"8 6'10"121'6" 4"3 4'10"35'6"15 ,GELCORP ,AVALON BY THE BEACH - OCE,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-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 -1.63 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 BC: 261 lb Conc. Load at 5.40 Wind Wind loads 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 775 /-/-/347 /754 /235 E 638 /-/-/191 /585 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 39 -65 B - C 162 -193 Chords Tens.Comp. C - D 7 -4 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - F 24 -25 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 394 -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: Closed 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: 0.18 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):NA VERT(CL):NA HORZ(LL):-0.026F - - HORZ(TL): 0.033F - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.483 Max Web CSI: 0.333 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:G2 Ply: 1 Qty:1 Wgt: 35.0 lbs SEQN: 227871 / T16 / EJAC FROM: AO DRW: .../...01/21/2020 A B C D EF 6 12 2X4(A1) 2X4 2X10 7' 6'10" 6'10" 7' 2" 6'10" 6'10" 7' 2" 1'6" 4"3 3'10"34'6"15HB 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-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 -1.63 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 BC: 261 lb Conc. Load at 5.40 Wind Wind loads 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 775 /-/-/347 /754 /235 E 638 /-/-/191 /585 /- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 39 -65 B - C 162 -193 Chords Tens.Comp. C - D 7 -4 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - F 24 -25 Chords Tens.Comp. F - E 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 394 -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: Closed 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: 0.18 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):NA VERT(CL):NA HORZ(LL):-0.026F - - HORZ(TL): 0.033F - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.483 Max Web CSI: 0.333 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:G2 Ply: 1 Qty:1 Wgt: 35.0 lbs SEQN: 227871 / T16 / EJAC FROM: AO DRW: .../...01/21/2020 A B C D EF 6 12 2X4(A1) 2X4 2X10 7' 6'10" 6'10" 7' 2" 6'10" 6'10" 7' 2" 1'6" 4"3 3'10"34'6"15HB 2" ,GELCORP ,AVALON BY THE BEACH - OCEAVALON BY THE BEACH - OCEAN ESTATES ,GELCORP ,AVALON BY THE BEACH - OCE **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 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 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: 638 lb Conc. Load at 21.27 Wind Wind loads based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2884 /-/-/758 /2936/265 J 2731 /-/-/758 /2716/- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 J Brg Width = 6.0 Min Req =1.5 Bearings B & J are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 19 -33 B - C 2804-2824 C - D 2797-2865 D - E 2471-2534 E - F 3250-3415 Chords Tens.Comp. F - G 3250 -3415 G - H 2264 -2395 H - I 2580 -2718 I - J 2565 -2657 J - K 19 -33 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - R 2500-2468 R - Q 2504-2472 Q - P 3127-3067 P - O 3127-3067 Chords Tens.Comp. O - N 3050 -2949 N - M 3050 -2949 M - L 2356 -2260 L - J 2351 -2254 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 123 -120 C - Q 117 -39 Q - D 927 -730 Q - E 806 -802 E - O 389 -247 O - G 494 -406 Webs Tens.Comp. F - O 359 -261 G - M 926 -884 H - M 1075 -979 M - I 118 -63 I - L 154 -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: 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: 0.18 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.195F 999 360 VERT(CL): 0.216F 999 240 HORZ(LL):-0.055L - - HORZ(TL): 0.061L - - Creep Factor: 2.0 Max TC CSI: 0.302 Max BC CSI: 0.277 Max Web CSI: 0.409 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH7B-2PLY Ply: 2 Qty:1 Wgt: 364.0 lbs SEQN: 228432 / T70 / HIPS FROM: AO DRW: .../...01/23/2020 T2 T2 A B C D E F G H I J KLMNOPQR 6 12 4X10(A7R) 2X4 3X4 4X8 H0610 H0510 3X5 H0710 3X8 4X4 H0510 H0510 4X8 3X4 2X4 3X12(B5R) 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 14'4" 7'4" 21'8" 7'4" 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 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 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: 638 lb Conc. Load at 21.27 Wind Wind loads based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 2884 /-/-/758 /2936/265 J 2731 /-/-/758 /2716/- Wind reactions based on MWFRS B Brg Width = 6.0 Min Req =1.5 J Brg Width = 6.0 Min Req =1.5 Bearings B & J are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 19 -33 B - C 2804-2824 C - D 2797-2865 D - E 2471-2534 E - F 3250-3415 Chords Tens.Comp. F - G 3250 -3415 G - H 2264 -2395 H - I 2580 -2718 I - J 2565 -2657 J - K 19 -33 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - R 2500-2468 R - Q 2504-2472 Q - P 3127-3067 P - O 3127-3067 Chords Tens.Comp. O - N 3050 -2949 N - M 3050 -2949 M - L 2356 -2260 L - J 2351 -2254 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - C 123 -120 C - Q 117 -39 Q - D 927 -730 Q - E 806 -802 E - O 389 -247 O - G 494 -406 Webs Tens.Comp. F - O 359 -261 G - M 926 -884 H - M 1075 -979 M - I 118 -63 I - L 154 -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: 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: 0.18 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, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.195F 999 360 VERT(CL): 0.216F 999 240 HORZ(LL):-0.055L - - HORZ(TL): 0.061L - - Creep Factor: 2.0 Max TC CSI: 0.302 Max BC CSI: 0.277 Max Web CSI: 0.409 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH7B-2PLY Ply: 2 Qty:1 Wgt: 364.0 lbs SEQN: 228432 / T70 / HIPS FROM: AO DRW: .../...01/23/2020 T2 T2 A B C D E F G H I J KLMNOPQR 6 12 4X10(A7R) 2X4 3X4 4X8 H0610 H0510 3X5 H0710 3X8 4X4 H0510 H0510 4X8 3X4 2X4 3X12(B5R) 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 14'4" 7'4" 21'8" 7'4" 24'1"15 2'5"15 28'8" 4'6"11'6"1'6" 4"33'10"34'6"15 ,GELCORP ,AVALON BY THE BEACH - OCE,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 2x6 SP SS Dense Webs 2x4 SP #3 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 7.31 TC: From 28 plf at 7.31 to 28 plf at 23.06 TC: From 56 plf at 23.06 to 56 plf at 26.30 BC: From 20 plf at 0.00 to 20 plf at 7.06 BC: From 10 plf at 7.06 to 10 plf at 24.67 BC: 2402 lb Conc. Load at 7.06 BC: 1116 lb Conc. Load at 9.06 BC: 1109 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06,23.06 Wind Wind loads based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 5593 /-/-/655 /5584/398 F 7113 /-/-/655 /6179/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 F Brg Width = 8.0 Min Req =2.4 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 13 -23 B - C 3796-3864 C - D 2630-2761 Chords Tens.Comp. D - E 2630 -2763 E - F 3574 -3987 F - G 13 -23 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 3429-3350 J - I 3404-3325 Chords Tens.Comp. I - H 3533 -3156 H - F 3560 -3176 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 1108-1104 C - I 1238-1179 D - I 2426-2276 Webs Tens.Comp. I - E 1027 -1339 E - H 1265 -916 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: 27.08 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):-0.239I 999 360 VERT(CL): 0.261I 999 240 HORZ(LL):-0.060H - - HORZ(TL): 0.066H - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.606 Max Web CSI: 0.924 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:G1-3PLY Ply: 3 Qty:1 Wgt: 420.0 lbs SEQN: 228442 / T67 / COMN FROM: JS DRW: .../...01/17/2020 A B C D E F GHIJ 6 12 3X10(A5R) 2X10 5X8 4X6(R) 8X8 5X8 2X10 3X10(A5R) 24'8" 7'4" 7'4" 12'4" 5' 17'4" 5' 24'8" 7'4" 7'4" 7'4" 12'4" 5' 17'4" 5' 24'8" 7'4"1'6"1'6" 4"36'6"37'2"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 2x6 SP SS Dense Webs 2x4 SP #3 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 7.31 TC: From 28 plf at 7.31 to 28 plf at 23.06 TC: From 56 plf at 23.06 to 56 plf at 26.30 BC: From 20 plf at 0.00 to 20 plf at 7.06 BC: From 10 plf at 7.06 to 10 plf at 24.67 BC: 2402 lb Conc. Load at 7.06 BC: 1116 lb Conc. Load at 9.06 BC: 1109 lb Conc. Load at 11.06,13.06,15.06,17.06 19.06,21.06,23.06 Wind Wind loads based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 5593 /-/-/655 /5584/398 F 7113 /-/-/655 /6179/- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req =1.9 F Brg Width = 8.0 Min Req =2.4 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 13 -23 B - C 3796-3864 C - D 2630-2761 Chords Tens.Comp. D - E 2630 -2763 E - F 3574 -3987 F - G 13 -23 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - J 3429-3350 J - I 3404-3325 Chords Tens.Comp. I - H 3533 -3156 H - F 3560 -3176 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - C 1108-1104 C - I 1238-1179 D - I 2426-2276 Webs Tens.Comp. I - E 1027 -1339 E - H 1265 -916 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: 27.08 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):-0.239I 999 360 VERT(CL): 0.261I 999 240 HORZ(LL):-0.060H - - HORZ(TL): 0.066H - - Creep Factor: 2.0 Max TC CSI: 0.829 Max BC CSI: 0.606 Max Web CSI: 0.924 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:G1-3PLY Ply: 3 Qty:1 Wgt: 420.0 lbs SEQN: 228442 / T67 / COMN FROM: JS DRW: .../...01/17/2020 A B C D E F GHIJ 6 12 3X10(A5R) 2X10 5X8 4X6(R) 8X8 5X8 2X10 3X10(A5R) 24'8" 7'4" 7'4" 12'4" 5' 17'4" 5' 24'8" 7'4" 7'4" 7'4" 12'4" 5' 17'4" 5' 24'8" 7'4"1'6"1'6" 4"36'6"37'2"15 ,GELCORP ,AVALON BY THE BEACH - OCE,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 #2: Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 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 2291 /-/-/-/2466/- H 2388 /-/-/-/2507/- Wind reactions based on MWFRS B Brg Width = 8.0 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 19 -32 B - C 2341-2217 C - D 2714-2591 Chords Tens.Comp. D - E 2640 -2525 E - F 1788 -1706 F - G 1788 -1706 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - N 1955-2045 N - M 1941-2036 M - L 1941-2036 L - K 2615-2754 Chords Tens.Comp. K - J 2509 -2639 J - I 2509 -2639 I - H 5 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 314 -194 C - L 775 -807 L - D 497 -294 D - K 136 -107 K - E 179 -12 Webs Tens.Comp. E - I 998 -943 F - I 597 -363 I - G 1967 -2062 G - H 1269 -1134 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):-0.166D 999 360 VERT(CL): 0.189D 999 240 HORZ(LL):-0.036H - - HORZ(TL): 0.041H - - Creep Factor: 2.0 Max TC CSI: 0.699 Max BC CSI: 0.188 Max Web CSI: 0.833 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH7A-2PLY Ply: 2 Qty:1 Wgt: 383.6 lbs SEQN: 228934 / T1 / HIPM FROM: AO DRW: .../...01/21/2020 T1 A B C D E F G HIJKLMN 6 12 4X4(A1) 2X4 5X7 4X5 3X4 3X4 3X4 7X8 4X5 3X4 3X12 5X7(R) 2X10 29'6"8 7' 7' 12'4"8 5'4"8 18'0"8 5'8" 23'8"8 5'8" 29'6"8 5'10" 6'8"8 6'8"8 12'4"8 5'8" 18'0"8 5'8" 23'8"8 5'8" 29'6"8 5'10"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 2x6 SP SS Dense :T1 2x4 SP #2: Bot chord 2x6 SP SS Dense Webs 2x4 SP #3 Nailnote Nail Schedule:0.148"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 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 2291 /-/-/-/2466/- H 2388 /-/-/-/2507/- Wind reactions based on MWFRS B Brg Width = 8.0 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 19 -32 B - C 2341-2217 C - D 2714-2591 Chords Tens.Comp. D - E 2640 -2525 E - F 1788 -1706 F - G 1788 -1706 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. B - N 1955-2045 N - M 1941-2036 M - L 1941-2036 L - K 2615-2754 Chords Tens.Comp. K - J 2509 -2639 J - I 2509 -2639 I - H 5 -5 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - C 314 -194 C - L 775 -807 L - D 497 -294 D - K 136 -107 K - E 179 -12 Webs Tens.Comp. E - I 998 -943 F - I 597 -363 I - G 1967 -2062 G - H 1269 -1134 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):-0.166D 999 360 VERT(CL): 0.189D 999 240 HORZ(LL):-0.036H - - HORZ(TL): 0.041H - - Creep Factor: 2.0 Max TC CSI: 0.699 Max BC CSI: 0.188 Max Web CSI: 0.833 Mfg Specified Camber: VIEW Ver: 18.02.01A.0205.19 Job Number:29036 ,GELCORP ,AVALON BY THE BEACH - OCE Truss Label:MH7A-2PLY Ply: 2 Qty:1 Wgt: 383.6 lbs SEQN: 228934 / T1 / HIPM FROM: AO DRW: .../...01/21/2020 T1 A B C D E F G HIJKLMN 6 12 4X4(A1) 2X4 5X7 4X5 3X4 3X4 3X4 7X8 4X5 3X4 3X12 5X7(R) 2X10 29'6"8 7' 7' 12'4"8 5'4"8 18'0"8 5'8" 23'8"8 5'8" 29'6"8 5'10" 6'8"8 6'8"8 12'4"8 5'8" 18'0"8 5'8" 23'8"8 5'8" 29'6"8 5'10"1'6" 4"3 3'10"34'6"15