The URL can be used to link to this page

Home My WebLink AboutAvalon - Trusswood - Truss Drawings (1.21.20) (1) �12.8 �� 13.4 �}- 15.4 TRUSSWOOD Roof& Floor Trusses U J U U 3620 Bobbi Lane C iiL=IA= J19 P. O. Box 5366 B U EJ7 36 P Titusville , FL c 1R �� 32783-5366 Of F i ce : C321) 383-0366 C S H78 WWW : WWW .generol@trusswood.net C 5R 9 2 C1 MH7 c26 2' CUSTOMER: GELCORP JOB NAME: AVALON BY THE BEACH MH9 2 C3B 2• DATE: 12/12/2019 JOB NO. : 29036 MH11 B J 2 MODEL MH13 2 r 2 a C5B J 2• BUILDERS WARNING* FLT CLG 0 10'-0- 2' s " BRG. WALL. THIS LAYOUT IS FOR PLACEMENT OF 13•s" TOP a 10 -oo- 2• ENGINEERED COMPONENTS. 9• FG3-2PLY THD28-2IFL FOR ERECTION AND INSTALLATION 2• (TEMPORARY AND PERMANENT) %CBNNECTIBN BY FOLLOW INSTRUCTIONS ON BCSI-Bl BUILDER �14 0 2. SUMMARY SHEETS AND FINRL ENGINEERING SHEETS FOR EACH TRUSS. LVL BY BUILDER z SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, OPEN TO BELOW 2 CONNECTIONS, WEB CONFIGURATIONS, o J 2• BRACING, TRUSS SPACING AND REACTIONS. 3 U ALTERATIONS AND/OR REPAIRS TO 2' EDGER BY BUILDER TRUSSES MUST BE APPROVED IN J o 2 2X10 MINIMUM ADVANCE BY OUR ENGINEERING CO DEPARTMENT. N N ¢¢ z F7R 1.7_ F3 -* BACKCHARGES WILL NOT BE ACCEPTED I•a••Bo UNLESS OUR ENGINEERING DEPARTMENT lBY BLDR 2ONN II e F6 APPROVES THEM IN ADVANCE. Jo 2' ° INT. BRG. WALL N 2• o ALL PLANS ARE NOT TO SCALE. DO NOT roP ® lo -o 2' SCALE ANY PLANS, IF DIMENSIONS ARE 2 MISSING OR ARE UNCLEAR, PLEASE o•-o cnu WRLL - CALL THE OFFICE TO GET THE ' s 13'll' '0' F2;' DIMENSION. VIA Ld 2 a FLRT FLT CLS 0 10'-0" CLG L� rcm 1' J U) 2• Cr 2 2 3 U LL ry 2' T. U 2 O 2 m 2• LOADING: 20+7+10 = 37psF 2• 2. F WIND SPEED: 17Omph CLOSED EXP.D z 2• SPACING: 24" 2' CONN DRAWN BY: ALLISON O'CONNOR - BY BLDR PITCH: 6/12 2 G3 OVERHANG: 1 ' -6" - --- CANT. : N/A FLOOR DEPTH: 24" H7c 2 OPEN s G, BEARING SIZE(s) : 8", 6TO 2 BELOW SQUARE FT. : 3274 H5C EJ611 11 WALL HEIGHT(s) : 10' -0" 3C 2 c R r 1 REVISION BY: DAVID FINES �. DATE: 1/21/20 2 E U U �14'8" 4'8" nr 21'4" -I 42.8 _I 42.8•• EJ7 TRUSSWOOD CO LO -0 Roof_&-Floor-Trusses U U U U U U 3620 Bobbi Lane CJ1 CJl P.O. Box 5366 _ Titusville, FL CJ3 y �' C-13 32783-5366 Of F i ce: (321) 383-0366 CJ5 " " N CJ5 Fax: (321) 383-0362 WWW:WWW.generol@trusswood.net CUSTOMER: GELCORP HGUS28-2 MH7A-jHqB 2P 2, JOB NAME: AVALON BY THE BEACH DATE: 12/12/2019 c� JOB NO. : 29036 7' 2 MODEL: 2ND o A11P co (m 2' N N 2 2 U Cl *BUILDERS WARNING* H- FLT CLG 0° -0°° C2 z = THIS LAYOUT IS FOR PLACEMENT OF 00 ENGINEERED COMPONENTS. 2' � C3 m FOR ERECTION AND INSTALLATION J5 (TEMPORARY AND PERMANENT) �� ZMH15B 2 FOLLOW INSTRUCTIONS ON BCSI-B1 CJ3 SUMMARY SHEETS AND FINAL � 2. ENGINEERING SHEETS FOR EACH TRUSS. MH13B J1 SEE FINAL ENGINEERING SHEETS MH11B 2 FOR NUMBER OF GIRDER PLIES, m CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. MH9B 2 MH7B-2PL ALTERATIONS AND/OR REPAIRS TO HUS26 TRUSSES MUST BE APPROVED IN C K CJ5 ADVANCE BY OUR ENGINEERING DEPARTMENT. o ti BACKCHARGES WILL NOT BE ACCEPTED w CJ3 UNLESS OUR ENGINEERING DEPARTMENT N N APPROVES THEM IN ADVANCE. ALL PLANS ARE NOT TO SCALE. DO NOT m SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE 2• CALL THE OFFICE TO GET THE w DIMENSION. U 2' co co H3 2 SV� LOADING: 20+7+10= 37psf WIND SPEED: 170mph CLOSED EXP.D CJ1 m CJ1 SPACING: 24'° DRAWN BY: ALLISON O'CONNOR J PITCH: 6/12 OVERHANG: 1' -6'° CANT. : N/A FLOOR DEPTH: N/A J- BEARING SIZE Cs) : 8", 6" 14' - = 4'8" �T"'T 21 '4°° -� SOUARE FT. : 3274 WALL HEIGHTCs) : 10' -0" 42.8.. REVISION BY: DAVID FINES DATE: 1/21/20 JobKey: 29036 Company: TRUSSWOOD Address : 3620 BOBBI LANE Titusville, F1 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. -# ----------------------------------------------------------------------------------- Fl 7 .21 6. 00 WALL 0 . 125 12 . 000 440 0 Fl 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 -------------------------------------------------------------------------------- 05B 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 -------------------------------------------------------------------------------- CJlA 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 -------------------------------------------------------------------------------- MHll 15 . 33 8 . 00 WALL 0 . 000 12 . 000 672 -436 MHll 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 CIE 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 -------------------------------------------------------------------------------- CJl 1 . 00 4 . 00 WALL 0 . 000 24 . 063 338 -312 CJl 1 . 00 1 . 50 NAILED 1 . 000 24 . 063 62 -15 -53 CJl 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 -------------------------------------------------------------------------------- Hll 24 . 67 8 . 00 WALL 0 . 000 24 . 063 1020 -1166 Hll 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 Gl-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 . ----------------------------------------------------------------------------------- SEQN:227746/T58/SY42 Ply:1 Job Number: 29036 FROM:AO Qty: 5 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:47.6 Ibs Truss Label: F1 .. / ... 01/23/2020 2'6"8 4'6"8 1 7'2"8 2'6"8 2 2'8" [3 -27-12 2'4"4 A I =�X3 III bX3 11118(3 =3a 3 T $ =1.5X3(R)J E 1.5X3(R) N1z r I I =3X3 =3X3 F 71 1112X4(R) 1112X4(R) 7'2"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.032 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.061 C 999 240 1 440 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 D - - F 440 EXP:NA Kzt:NA Des Ld: 63.00 HORZ(TL): 0.029 D - - I Brg Width=6.0 Min Reg= 1.5 F Br NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 9 Width=6.0 Min Reg= 1.5 TCDL:NA psf Bearings I&F are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 9 9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.307 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.233 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: A-B 0 -374 C-D 0 -374 1:NA GCpi:NA Plate Type(s): B-C 0 -383 Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 42 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 I-H 0 -1 G-F 0 0 Webs 4x2 SP#3 H-G 383 0 Additional Notes Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. J-1 0 -437 G-D 478 0 A-J 0 -422 D-E 0 -417 A-H 489 0 F-E 0 -6 H-B 0 -284 E-F 0 -423 C-G 0 -282 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:208125/T40/SY42 Ply:1 Job Number: 29036 FROM:AO Qty: 4 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:49.0 Ibs Truss Label: F2 / ... 01/23/2020 2'9"8 4'9"8 7'4„ 2'9"8 2' 2'6"8 �6" � 3 27' 27'12 i (TYP) �113B5(R) =3(3 IIIDX3 =3X3 a° F a s T1.5X3(R) p� T 1111X3 =3X3 =3X3 G 1112X4(R) 7'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.043 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.080 C 999 240 A 454 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.012 1 - - G 451 EXP:NA Kzt:NA Des Ld: 63.00 HORZ(TL): 0.023 I - - A Brg Width=3.0 Min Reg= 1.5 G Br NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 9 Width=6.0 Min Reg= 1.5 TCDL:NA psf Bearings A&G are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.617 9 9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.318 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.246 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: A-B 0 0 C-D 0 -401 1:NA GCpi:NA Plate Type(s): B-C 0 -403 D-E 0 -391 Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 42 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 J-1 0 -1 H-G 0 0 Webs 4x2 SP#3 I-H 401 0 Additional Notes Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. J-B 31 0 H-E 512 0 B-I 516 0 E-F 0 -435 C-1 0 -310 G-F 0 -6 D-H 0 -297 F-G 0 -441 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .com:ICC: w Jccsafe.or SEQN:208122/T53/SY42 Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:103.6 Ibs Truss Label: F3 / ... 01/23/2020 2'8"12 4'8"12 7'1" 16'2" 2'8"12 2' 2'4"4 911" , �--�2-1"4 27' 2'6"12 1 2'6-12 1 2'6"12 { III3X5(R) =3X3 1111X3 =3X7 1111X3 =3X3 W=3X4 1111X3 =3X4 A B C D E F G H I J TK 1.5X3(R) (T N iZri1 S R Q P nO N M L 1111X3 =3X3 =3X3 W=3X4 =4X4 =3X6 1112X (R) 1112X4 7,1„ 9'1" 16,2„ 1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.040 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.061 C 999 240 A 444 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.008 R - - O 1034 TL /- EXP:NA Kzt:NA HORZ(Des Ld: 63.00 Mean Height:NA ft ): 0.013 R - - L 584 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 A Brg Width=3.0 Min Reg= 1.5 TCDL:NA psf O Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.591 9 P L Brg Width=4.0 Min Reg= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.364 Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.363 Bearings A,O,&L are a rigid surface. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 A-B 0 0 F-G 0 -388 Lumber B-C 0 -380 G-H 0 -620 C-D 0 -378 H-1 0 -620 Top chord 42 SP#2 D-E 0 -369 I-J 0 -620 Bot chord 4x2 SP#2 Webs 4x2 SP#3 E-F 0 -388 Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) See detail STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. recommendations. S-R 0 -1 O-N 99 -121 Truss must be installed as shown with top chord up. R-Q 378 0 N-M 709 0 Q-P 99 -121 M-L 0 0 P-O 99 -121 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. S-B 31 0 N-G 0 -481 B-R 492 0 G-M 27 -111 C-R 0 -311 I-M 0 -334 D-Q 0 -281 M-J 762 0 Q-E 487 0 J-K 0 -567 E-O 0 -1006 L-K 0 -6 E-N 607 0 K-L 0 -573 F-N 0 -232 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223876/T65/SY42 Ply:1 Job Number: 29036 FROM:CK Qty: 6 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:130.2 Ibs Truss Label: FS .. / ... 01/23/2020 9'11"8 1 11'11"8 21'1" 9'11"8 2' 9'1"8 2,6"1 1 6 2 �—1-10" 2—� 2, "12 �6� 2'6"12 -1, 2,6"12 2'6"12 2,6"12�{ =3X3 =4X6 =3X5 =3X3 =3X3 W=3X4 =3X5 1111.5X3 =6X8 A B C D E F G H I J K LM 1.5X3(RW T W N O) 1 V U T S R Q P O IN 1112X4(R) =4X12 W=H0308 =3X6 =4X12 =3X6 21'1" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.314 R 794 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.457 E 544 240 V 1318 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 B - - M 1321 EXP:NA Kzt:NA Des Ld: 63.00 HORZ(TL): 0.077 B - - V Brg Width=5.0 Min Reg= 1.5 M Br NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 9 Width=3.0 Min Reg= 1.5 TCDL:NA psf Bearings V&L are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.876 9 9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.902 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.962 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: A-B 0 -1644 G-H 0 -3469 I:NA GCpi:NA Plate Type(s): B-C 0 -1644 H-I 0 -3469 Wind Duration:NA WAVE,HIS VIEW Ver:18.02.01A.0205.19 C-D 0 -3421 1-1 0 -1852 Lumber D-E 0 -3421 J-K 0 -1801 E-F 0 -3594 K-L 0 -1852 Top chord 42 SP#1 :T2 42 SP M-30: F-G 0 -3469 L-M 0 0 Bot chord 4x2 SP#2:132 4x2 SP M-30: Webs 4x2 SP#3:W6 4x2 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1 X3 except as noted. V-U 0 0 R-Q 3594 0 Deflection U-T 2736 0 Q-P 3592 0 T-S 2736 0 P-O 2830 0 Max JT VERT DEFL:LL:0.31"DL:0.23".See detail S-R 3595 0 O-N 0 -1 DEFLCAMB1014 for camber recommendations. Additional Notes Maximum Web Forces Per Ply(Ibs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging W-V 0 -1311 Q-F 254 -179 recommendations. A-W 0 -1299 F-P 181 -714 Truss must be installed as shown with top chord up. A-U 2020 0 G-P 112 -299 B-U 0 -336 P-1 791 0 U-C 0 -1353 1-0 0 -1212 C-S 849 0 J-O 0 -511 D-S 0 -323 O-L 2245 0 S-E 112 -563 L-N 22 0 E-R 125 -163 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223873/T14/SY42 Ply:1 Job Number: 29036 FROM:CK Qty: 2 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:168.0 Ibs Truss Label: F5A .. / ... 01/23/2020 9'11'T + 11'11"8 + 18.1" 18'3';15 211" 9'11"8 2' 6-1"8 215 2'9"1 2'6"12 1'10"12 2'6"12 2'6"12 1 2,6"12 f—1—{ 2,6"12 =5X8 1111X3 =4X8 1111X3 =3X4 =6X8 W=3X4 -5X7 =6X8 A B C D E F G H I J K L T3�'8 W 3" -1.5X3(R) T N W3 V U T S R Q P O N M 1113X5(R) =8X14 W=3X5-6 W=H0308 =6X8 =6X12 21'll Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.410 Q 607 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.550 Q 453 240 V 1909 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - L 1888 EXP:NA Kzt:NA Des Ld: 63.00 Mean Height:NA ft HORZ(TL): 0.066 B - - V Brg Width=5.0 Min Reg= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 L Brg Width=3.0 Min Reg= 1.5 TCDL:NA psf Bearings V&K are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.788 9 g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.664 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.894 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: A-B 0 -2606 G-H 0 -5793 I:NA GCpi:NA Plate Type(s): B-C 0 -2606 H-1 0 -5793 Wind Duration:NA WAVE,HIS VIEW Ver:18.02.01A.0205.19 C-D 0 -5547 I-J 0 -3031 Lumber D-E 0 -5547 J-K 0 -3031 E-F 0 -5781 K-L 0 0 Top chord 42 SP M-31 F-G 0 -5805 Bot chord 4x2 SP M-31 Webs 4x2 SP#3:W3 4x2 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) V-U 0 0 Q-P 5781 0 TC:From 116 pIf at 0.13 to 116 pIf at 21.08 BC:From 10 pIf at 0.00 to 10 pIf at 2.64 U-T 4296 0 P-O 8 0 T-S 4296 0 O-N 577 5778 0 BC:From 85 pIf at 2.64 to 85 pIf at 18.08 BC:From 10 pIf at 18.08 to 10 pIf at 20.71 S-R 5780 0 N-M 1 0 R-Q 5780 0 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Deflection Max JT VERT DEFL:LL:0.41"DL:0.18".See detail W-V 0 -1939 P-F 669 -452 DEFLCAMB1014 for camber recommendations. A-W 0 -1927 F-O 798 -948 A-U 3168 0 G-O 0 -543 Additional Notes B-U 0 -329 0-1 1447 0 +2x6 continuous ro U-C 0 -2070 I-N 0 -1897 .See detail C-S 1533 0 N-K 3633 0 STRBRIBR1014 for bracingracing and bridging recommendations. D-S 6 -324 J-N 0 -652 Truss must be installed as shown with top chord up. S-E 344 -997 K-M 20 -35 E-Q 383 -292 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223862/T68/SY42 Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:134.4 Ibs Truss Label: F6 .. / ... 01/23/2020 14'4"14 16'4"14 21'1" r 14,4"14 '}' 2' '}' 4'8"2 g 2'6"12 I-1— 2'612 I I 2-612 T 2,6"12 2,3"8--4-27-12 =3X4 W=3X4 =3X3 =1.5X3(R) =3X3 =4X6 =3X3 =3X3 1111.5X3 1114X6(R) A B C D E F G H I J K L MN T 38 Y T + (V QJ 1 i X W V U T S R Q P O 1112X4(R) =3X5 =4X4 1112X4 =4X6 =3X3 =3X7 W=3X4 9'1" 12' 21-1" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.083 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.132 J 999 240 X 523 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 P - - U 1511 TL /- EXP:NA Kzt:NA HORZ(Des Ld: 63.00 Mean Height:NA ft ): 0.011 M - - N 682 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 X Brg Width=5.0 Min Reg= 1.5 TCDL:NA psf U Br Width=4.0 Min Reg= 1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.945 g P N Brg Width=3.0 Min Reg= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.454 Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.498 Bearings X,U,&M are a rigid surface. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 A-B 0 -536 H-1 0 -917 Lumber B-C 0 -536 I-J 0 -924 C-D 399 -135 J-K 0 -815 Top chord 42 SP#2 D-E 399 -135 K-L 0 -782 Bot chord 4x2 SP#2 Webs 4x2SP#3 E-F 0 -360 L-M 0 -815 F-G 0 -360 M-N 0 0 Plating Notes G-H 0 -360 All plates are 1 X3 except as noted. Maximum Bot Chord Forces Per Ply(Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. +2x6 continuous strongback.See detail X-W 0 0 S-R 829 0 STRBRIBR1014 for bracing and bridging W-V 541 -110 R-Q 924 0 recommendations. V-U 0 -601 Q-P 924 0 Truss must be installed as shown with top chord up. U-T 0 -601 P-O 0 -1 T-S 829 0 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Y-X 0 -519 G-T 0 -267 A-Y 0 -507 T-H 0 -632 A-W 659 0 H-R 373 0 B-W 0 -334 R-I 0 -275 W-C 195 -7 Q-J 41 -41 C-V 0 -661 J-P 0 -260 D-V 0 -221 K-P 0 -410 V-E 685 0 P-M 989 0 E-U 0 -1440 M-O 34 0 E-T 1046 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223833/T69/SY42 Ply:1 Job Number: 29036 FROM:CK Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:79.8 Ibs Truss Label: F7A .. / ... 01/23/2020 55"14 1 7'5"14 1 12'2" 55"14 2' 4'8"2 }�2'6"12 2'6"10 VY14 1 2'6"12 -{ 3X3 =3X5 1111X3 =3X3 =3X3 1111.5X3 =5X5 A B C D E F G H 1.5X3(R) T N p) 1 i N M L K J 1 1112X4(R) =3X8 1111X3 1111X3 =3X8 1111X3 12'2" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.104 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.182 L 780 240 N 756 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 B - - H 759 EXP:NA Kzt:NA Des Ld: 63.00 HORZ(TL): 0.047 B - - N Brg Width=4.0 Min Reg= 1.5 H Br NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 9 Width=3.0 Min Reg= 1.5 TCDL:NA psf Bearings N&G are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.895 g g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.793 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.537 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: A-B 0 -862 E-F 0 -895 I:NA GCpi:NA Plate Type(s): B-C 0 -862 F-G 0 -930 Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 C-D 0 -1156 G-H 0 0 Lumber D-E 0 -930 Top chord 42 SP#2:T2 42 SP#1: Bot chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Additional Notes N-M 0 0 K-J 1153 0 M-L 1157 0 J-1 0 -1 +2x6 continuous strongback.See detail L-K 1156 0 STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. O-N 0 -749 K-D 147 -22 A-O 0 -737 D-J 0 -485 A-M 1059 0 E-J 0 -399 B-M 0 -374 J-G 1128 0 M-C 0 -444 G-1 36 0 C-L 56 -78 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:228940/T28/MONO Ply:3 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:386.4 Ibs Truss Label: FG1-3PLY / ... 01/23/2020 2'10"11 f 2'8"11 5'5"10 8'0"9 107 8 13'2"7 15'9"6 18'6"6 21'3" r 2,6"15 -1 2,6"15 -� 2,6"15 -1 2,6"15 -}- 2,6"15 -1 2,9" -� 2'8"10 III2X4 =4X12 1112X4 =4X4 =5X5 =4X4 1112X4 =3X10 A B C D E F G H I 1112X4 J TW L� W2 W W5 W6 1 POM N M L 1116X8(R) K =8X8 =H1015 =3X8 =H1015 21'3" 5'3"10 5'1"14 51"14 5'5"10 5'5"10 107 8 15'9"6 21'3" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.138 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed ILL:NA Cs:NA VERT(CL): 0.346 F 731 240 P 4755 /- /0 /515 /850 /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 A - - K 4680 /- /- /507 /836 TL F /- EXP:D Kzt:NA HORZ(Des Ld: 63.00 Mean Height:15.00 ft ): 0.068 A - - Wind reactions based on MWRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 P Brg Width=7.0 Min Reg= 1.6 TCDL:4.2 psf K Br Width=- Min Reg=- Soffit: 0.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.258 9 P Bearing P is a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.413 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.518 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 0 F-G 886 -4969 Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 B-C 2 -9 G-H 680 -3825 Lumber C-D 666-3748 H-1 680 -3825 D-E 666-3748 I-J 6 -32 Top chord 2x4 SP M-31 E-F 886-4969 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3:W2,W4,W5 2x4 SP#2: :W6 2x6 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Nailnote Nail Schedule:0.148"x3",min.nails P-O 0 0 M-L 4715 -845 Top Chord:1 Row @ 5.25"o.c. O-N 2282 -412 L-K 2284 -413 Bot Chord:1 Row @12.00"o.c. N-M 4678 -838 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Maximum Web Forces Per Ply(Ibs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. B-O 38 -195 M-G 301 -53 Special Loads O-C 478-2647 G-L 195 -1052 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-N 1733 -301 H-L 71 -355 TC:From 434 pIf at 0.00 to 434 pIf at 21.25 D-N 67 -339 L-I 1790 -311 BC:From 10 pIf at 0.00 to 10 pIf at 21.25 N-E 203-1100 I-K 474 -2623 E-M 344 -60 J-K 35 -177 Purlins F-M 67 -338 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:209713/T15/FLAT Ply:2 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:106.4 Ibs Truss Label: FG2-2PLY .. / ... 01/23/2020 2� 310" 3'4" '+'4" =3X4 1112X4 =3X4 AB C D E T F---I �III2X4 H 1112X10 F 3X8 j= 3-10" 3-10" 4' 3'4" 4' 7-4„ '1 4" H' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.060 B 763 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.095 B 484 240 H 3872 /- /0 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.013 B - - F 132 /-645 /- EXP:NA Kzt:NA Des Ld: 63.00 HORZ(TL): 0.021 B - - H Brg Width=4.0 Min Reg= 1.9 F Br NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 9 Width=- Min Reg=- TCDL:NA psf Bearing H is rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.880 9 a 9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.393 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.413 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: A-B 0 0 C-D 1156 0 I:NA GCpi:NA Plate Type(s): B-C 1156 0 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x10 SP#2 J-1 0 0 H-G 4 -2 Webs 2x4SP#3 I-H 9 0 G-F 0 0 Nailnote Nail Schedule:0.148"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @ 4.25"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. B-I 0 -161 H-D 0 -1233 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails B-H 0 -1223 D-G 167 -76 in each row to avoid splitting. C-H 0 -787 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:209716/T62/FLAT Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:54.6 Ibs Truss Label: F4 / ... 01/23/2020 4' 7'4" 7'8i' 3-10" + 3'4" +4'1 AB 3X4 lll2(4 =3XD E TLi N 1 J1113X5 H 1112X10 F 3X8 3-10" 3'10" 3-10" 3'4" 4' 7'4" " 7'8' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.019 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.033 B 999 240 H 1006 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.005 B - - F 132 /-188 EXP:NA Kzt:NA Des Ld: 63.00 HORZ(TL): 0.009 B - - H Brg Width=4.0 Min Reg= 1.5 F Br NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 9 Width=- Min Reg=- TCDL:NA psf Bearing H is rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.567 g a g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.143 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.161 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: A-B 0 0 C-D 427 0 I:NA GCpi:NA Plate Type(s): B-C 427 0 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x10 SP#2 J-1 0 0 H-G 7 -3 Webs 2x4SP#3 I-H 10 0 G-F 0 0 Additional Notes Negative reaction(s)of-188#MAX.from a non-wind Maximum Web Forces Per Ply(Ibs) load case requires uplift connection.See Maximum Webs Tens.Comp. Webs Tens. Comp. Reactions. B-I 23 -42 H-D 0 -463 Truss must be installed as shown with top chord up. B-H 0 -468 D-G 157 -148 C-H 0 -514 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:229024/T24/FLAT Ply:2 Job Number: 29036 FROM:CK Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:177.8 Ibs Truss Label: FG3-2PLY .. / ... 01/23/2020 1�� 1 8 8 378 1 57"8 1 7'3" 1 8'11" 11'3" 13712 1 14'5" 1'9" 2' 11'7"8 1 1'8" 1 2'4" 12'4"12 1 9"4 1112X4 III2X4 1112X4 =5X8 1112X4 1113X8(R) AB C D E F G H I T =3X12 N 1 J POA N M K 1114X6(R) L 3X8 9'4" 4'3"12 3'5"8 1 2' 1 3'3"8 4'8"12 1 9"4 378 5'7"8 1 8'11" 137'12 14'5' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.006 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.017 E 999 240 P* 740 /- /0 /79 /202 /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 H - - L 3584 /- /- /376 /964 /- EXP:C Kzt:NA Des Ld: 63.00 HORZ(TL): 0.004 H - - J 932 /- /- /83 /301 NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 /- Mean Height:15.00 ft Wind reactions based on MWFRS TCDL:0.0 psf P Br Width=34.0 Min Reg=- Soffit: 0.00 BCDL:0.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.575 g p - TPI Std: 2014 Max BC CSI: 0.301 L Brg Width=10.0 Min Reg= 2.1 Load Duration:1.00 MWFRS Parallel Dist:h to 2h J Brg Width=- Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.713 Bearings P&L are a rigid surface. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.33 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 0 0 E-F 151 -472 B-C 0 -1 F-G 646 -177 Top chord 2x4 SP#2 C-D 149 -467 G-H 646 -177 Bot chord 2x6 SP#2 Webs 2x4SP#3 D-E 161 -509 H-I 48 -148 :Rt Bearing Leg 2x10 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.148"x3",min.nails P-O 0 0 M-L 151 72 Top Chord:1 Row @ 7.00"o.c. Bot Chord:1 Row @12.00"o.c. O-N 854 -256 L-K 254 -114 Webs :1 Row @ 4"o.c. N-M 509 -161 Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-O 55 -201 F-L 271 -999 TC:From 439 plf at 0.00 to 439 plf at 14.42 O-C 176 -587 G-L 132 -479 BC:From 10 plf at 0.00 to 10 plf at 13.65 C-N 157 -97 L-H 263 -963 N-D 133 -473 H-K 100 -129 Plating Notes E-M 116 -420 J-K 77 -56 All plates are 3X4 except as noted. M-F 535 -144 I-J 239 -559 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:228466/T18/SY42 Ply:1 Job Number: 29036 FROM:CK Qty: 7 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:102.2 Ibs Truss Label: F7 .. / ... 01/23/2020 3'S"8 8'9"6 10'9"6 15'5"8 j= 3'S„8 -}- 5,3„14 -}- 2, -}- 4'8„2 =j V13„---1—17'4 1 27„8 1 2'6„2 f 1,5„14+ 2'6"12 3X3 III1.5X3 =3X3 =4X6 1111X3 W=3X4=3X3 =3X3 1111.5X3 1114X5(R) A B C D E F G H I J K T777 =1X3(R)T (V p� 1X3(R) S Q P O N M L =3X3 =3X5 W=3X4 1111X3 1111X3 =3X7 1111X3 =4X8 3,3"8 12'2" 15'S"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 18.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.096 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA ILL:NA Cs:NA VERT(CL): 0.187 G 764 240 R 1886 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.029 A - - K 666 EXP:NA Kzt:NA Des Ld: 63.00 Mean Height:NA ft HORZ(TL): 0.056 A - - R Brg Width=4.0 Min Reg= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 K Brg Width=3.0 Min Reg= 1.5 TCDL:NA psf Bearings R&J are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.912 9 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.991 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.582 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/0(0) Mfg Specified Camber: A-B 0 0 F-G 77 -878 I:NA GCpi:NA Plate Type(s): B-C 1043 0 G-H 0 -790 Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 C-D 525 -395 H-1 0 -757 Lumber D-E 525 -395 I-J 0 -790 E-F 525 -395 J-K 0 0 Top chord 42 SP#1 :T1 42 SP#2: Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads S-R 0 -408 O-N 878 -77 ------(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) R-Q 0 -1008 N-M 878 -74 TC:From 186 pIf at -0.38 to 186 pIf at 0.13 TC:From 201 pIf at 0.13 to 201 pIf at 2.79 Q-P 0 -1008 M-L 0 -1 TC:From 186 pIf at 2.79 to 186 pIf at 2.96 P-O 876 -82 TC:From 116 pIf at 2.96 to 116 pIf at 14.96 BC:From 10 pIf at -0.38 to 10 pIf at 0.13 Maximum Web Forces Per Ply(Ibs) BC:From 12 pIf at 0.13 to 12 pIf at 2.79 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 pIf at 2.79 to 10 pIf at 14.58 TC: 275 lb Cone.Load at-0.38 T-U 0 -34 P-F 0 -861 A-S 0 -384 F-O 176 -4 Additional Notes S-B 591 0 N-G 54 -172 +2x6 continuous strongback.See detail B-R 0 -1027 G-M 259 -268 STRBRIBR1014 for bracing and bridging R-C 0 -1047 H-M 0 -455 recommendations. C-P 1223 0 M-J 958 0 Truss must be installed as shown with top chord up. D-P 0 -312 J-L 35 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206992/T49/COMN Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:58.8lbs Truss Label: C113 / ... 01/23/2020 7'8" 15'4" 7'8" 7'8" 6,Ir4X4(R1) 12 6 M CV � � O V 3X4(A1)° C=3X4(A1) y E D 5X5 15'4" 7'8" 7'8" 1,6„ 7'8" 164" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.025 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.032 E 999 240 A 575 /- /- /357 /403 /255 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 E - - C 672 /- /- /495 /497 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.020E - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 A Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf C Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.716 9 P Bearings A&C are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.603 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.129 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 741 -807 C-D 39 0 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 709 -809 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-E 653 -445 E-C 653 -445 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. B-E 340 -100 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206977/T60/COMN Ply:1 Job Number: 29036 FROM:AO Qty: 2 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:58.8 Ibs Truss Label: C1C / ... 01/23/2020 7'4" 14'8" 7'4" 7'4" C/e4X4(R1) 12 6 7- M O 117 7 a0 V 3X4(A1)B D=3X4(A1) 4"3"3 y A E =5X5 14'8" 7'4" � ' " ' 74 7'4" 14'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.022 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.028 E 999 240 B 648 /- /- /480 /479 /246 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 E - - D 549 /- /- /342 /384 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.017E - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.661 9 P Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.548 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.123 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 C-D 719 -767 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 687 -770 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 620 -479 E-D 620 -479 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. C-E 324 -95 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211180/T50/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:72.8 Ibs Truss Label: C213 / ... 01/23/2020 7'8" 15'4" 7'6" T8„ 1114X5(R) N5X8(R) AB C 12 t L Q 6 M N � �W2 _O V D=3X4(A1) a�a HG F E j 113X =5X8 15'4" 7'6" T8„ 7'8" 15'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.021 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.032 C 999 240 H 575 /- /- /325 /444 /275 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 F - - D 672 /- /- /563 /468 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.016 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 H Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.706 9 P Bearings H&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.698 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.892 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 0 C-D 637 -794 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 700 -630 D-E 39 0 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W2 2x4 SP#2: H-G 0 0 F-D 641 -381 Wind G-F 393 -107 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(Ibs) Left end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. B-G 617 -516 F-C 438 -148 B-F 696 -776 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206980/T33/COMN Ply:1 Job Number: 29036 FROM:AO Qty: 4 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:58.8 Ibs Truss Label: C2C / ... 01/23/2020 7'4" 14'6" 7'4" 77' C.r4X4(R1) 12 6 fo O V) V tb V =3X4(A1)B D=3X4(A1) r�3 Q73 JL3 A E 5X5 14'6" 7'4" 1 77' 1 7'4" 14'6" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.017 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.019 E 999 240 B 641 /- /- /478 /475 /243 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 E - - D 543 /- /- /335 /380 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.016E - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.652 9 P Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.530 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.121 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 C-D 707 -750 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 673 -751 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 603 -471 E-D 603 -471 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. C-E 317 -84 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206998/T51/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:82.6 Ibs Truss Label: C313 / ... 01/23/2020 9'10" 15'4" _ 4'2' ss4X8 A B=4X4 C 12 Q 6 D,2X4 M (V � rN N E=3X4(A1) T H G F 1113X6 =5X12 15'4" 1w,�{ 2H' 5'8" 15'4" 7' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.021 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.035 G 999 240 1 575 /- /- /359 /461 /334 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 G - - E 672 /- /- /582 /450 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.015 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 I Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf E Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.672 9 P Bearings I&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.766 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.630 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 0 D-E 634 -822 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 492 -441 E-F 39 0 Lumber C-D 451 -548 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind I-H 0 0 G-E 688 -421 H-G 466 -117 Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. B-H 644 -543 G-C 331 -70 B-G 597 -666 G-D 387 -290 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:207001/T52/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:85.4 Ibs Truss Label: C413 / ... 01/23/2020 110" 15'4" 4'2" 7'6" 1112X4 =4X10 AB C 12 Q 6 D'k5X5 N rp - E=3X4(A1) 3 H G F 1114 6(R) =5X8 15'4" 7'10" 15'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.018 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.034 D 999 240 1 575 /- /- /401 /371 /261 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 G - - E 672 /- /- /593 /273 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.014 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 1 Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf E Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.560 9 P Bearings I&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.725 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.631 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 0 0 D-E 472 -797 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 0 0 E-F 39 0 Lumber C-D 677 -763 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind I-H 0 0 G-E 640 -241 H-G 389 -79 Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. B-H 132 -95 C-G 655 -642 H-C 622 -489 G-D 474 -351 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223882/T42/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:158.2 Ibs Truss Label: C513 .. / ... 01/23/2020 7'4" 13'8" 16'4" 22'8" 30' 7'4„ 6'4„ 2,8„ N 7,4„ ;5X8 =5X8 D E 12 6 �5X5C E5X5 N (a) (a) u' � o r` =3X4(A1)B C'=3X4(A1) <s A H M L 09K J I =3X4 =3X5 =4X4 =3X5 =3X4 15' 15' 1'6" 7'4" T8" T8" 7'4" 1'6" -}- 7,4„ 15, -}- 22,8„ 30, Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.017 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.035 C 999 240 B 545 /- /- /443 /237 /446 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 F - - K 1443 /- /- /788 /534 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.36 ft ): 0.016 F - - G 545 /- /- /531 /301 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.702 9 p TPI Std: 2014 Max BC CSI: 0.567 K Brg Width=8.0 Min Reg= 1. Load Duration:1.25 MWFRS Parallel Dist:h to 2h G Brg Width=8.0 Min Reg= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.780 Bearings B,K,&G are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 E-F 590 -540 B-C 371 -541 F-G 343 -541 Top chord 2x4 SP#2 C-D 618 -540 G-H 39 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 D-E 350 -70 Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)#3 or better scab reinforcement.Same size&80% Chords Tens.Comp. Chords Tens. Comp. length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc. B-M 564 -460 K-J 494 -224 M-L 474 -254 J-1 494 -224 Wind L-K 474 -254 1-G 419 -188 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-M 557 -426 K-E 654 -661 M-D 798 -809 E-1 798 -809 D-K 641 -661 1-F 557 -426 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:207007/T41/COMN Ply:1 Job Number: 29036 FROM:AO Qty: 3 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:140.0 Ibs Truss Label: C613 .. / ... 01/23/2020 I_ T6" 15, 22'6" 30' �,6„ 7,6„ �,6„ 7,6„ D 1114X8(R) 12 6 0 5X5 C E 5X5 ro 4X4(A2)B F=4X4(A2) <a A G I B2 H =5X8 =5X8 30' 1'6"_i_ 10, 10, 10, 1'6" i 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.110 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.191 H 999 240 B 1317 /- /- /829 /464 /480 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 H - - F 1317 /- /- /829 /464 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.69 ft ): 0.066 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.6 TCDL:4.2 psf F Br Width=8.0 Min Reg= 1.6 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.703 9 P Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.815 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.864 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 1513 -1966 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1548-2188 E-F 1547 -2190 Lumber C-D 1513-1965 F-G 39 0 Top chord 2x4 SP#2 Bot chord 2x4 SP#1 :132 2x4 SP M-31: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Loading B-I 1885-1147 H-F 1886 -1208 1-H 1259 -631 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind C-1 490 -375 D-H 752 -543 Wind loads based on MWFRS with additional C&C I-D 750 -543 H-E 490 -375 member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211263/T36/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 10 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:5.6lbs Truss Label: CAA / ... 01/23/2020 12 C 6 � B � =2X4(A1) c� o LO (10 A D 1' - 1'6" 1' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 226 /- /- /327 /231 /76 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D D 8 /-15 /- /44 /41 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.001 D - - C - /-48 /- /91 /106 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.752 g p TPI Std: 2014 Max BC CSI: 0.100 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 148 -51 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211127/T45/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 5 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:12.6 Ibs Truss Label: CJ3A / ... 01/23/2020 C 12 6 co 0 LO 2X4(A1) B T CV A D 1'6" 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 235 /- /- /272 /170 /136 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D D 50 /- /- /56 /19 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.003 D - - C 56 /- /- /18 /64 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.485 9 p TPI Std: 2014 Max BC CSI: 0.104 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 25 -90 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211157/T56/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:9.8 Ibs Truss Label: CJ313 / ... 01/23/2020 12 B 6 CM O 2X4(A1)A 4"3 C 31 31 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA A 119 /- /- /91 /56 /87 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C C 53 /- /- /49 /18 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.002 C - - B 72 /- /- /46 /82 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf A Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.209 g p TPI Std: 2014 Max BC CSI: 0.137 C Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 B Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 32 -99 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind A-C 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211130/T55/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 5 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:18.2 Ibs Truss Label: CJSA .. / ... 01/23/2020 C 12 6 cY) 0 T LO <V CO 2X4(A1)B M T A D 1'6" T 5 1 5' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 299 /- /- /311 /196 /195 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 D D 89 /- /- /80 /21 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.007 D - - C 114 /- /- /62 /129 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.542 9 p .TPI Std: 2014 Max BC CSI: 0281 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 51 -156 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211160/T59/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:15.4 Ibs Truss Label: CJSB .. / ... 01/23/2020 B 12 6 M O (V 2X4(A1)A T C 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA A 195 /- /- /150 /95 /147 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 C C 91 /- /- /83 /30 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.011 C - - B 123 /- /- /78 /140 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf A Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.586 g p .TPI Std: 2014 Max BC CSI: 0396 C Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 B Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 55 -161 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind A-C 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211254/T31/EJAC Ply:1 Job Number: 29036 FROM:AO Qty: 6 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:12.6 Ibs Truss Label: EJ3A / ... 01/23/2020 C 12 6 co 0 LO 2X4(A1) B T CV A D 1'6" 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 235 /- /- /267 /253 /191 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D D 50 /- /- /59 /22 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.75 ft ): 0.003 D - - C 56 /- /- /10 /93 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 9 p TPI Std: 2014 Max BC CSI: 0.111 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 25 -97 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223840/T17/MONO Ply:1 Job Number: 29036 FROM:CK Qty: 10 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:16.8 Ibs Truss Label: EJ6 / ... 01/23/2020 A 12 Q 6 M (V B=2M(A1) o D C 34"�}-8"-{ 1"8 4' 8 1'6" 4'1 T Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.004 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.006 D 999 240 D 69 /- /- /61 /14 /165 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - A 86 /- /- /56 /99 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.004 D - - B 265 /- /- /178 /180 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf D Br Width=1.5 Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.830 g P A Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.841 Re Fac:Yes Max Web CSI: 0.000 B Brg Width= Min Reg= 1.5 Spacing:24.0" C&C Dist a:3.00 ft P Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 -186 B-C 39 0 Top chord 2x4 SP#2 Bot chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind D-B 542 -37 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211272/T47/EJAC Ply:1 Job Number: 29036 FROM:AO Qty: 6 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:25.2 Ibs Truss Label: EJ7A .. / ... 01/23/2020 C 12 6 r� o_ M 7 2X4(A1)B A D 1 r6" 7- 7- Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 369 /- /- /351 /354 /369 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 D D 125 /- /- /108 /49 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.75 ft ): 0.031 D - - C 170 /- /- /79 /289 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.779 9 p .TPI Std: 2014 Max BC CSI: 0567 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 76 -215 Top chord 2x4 SP#1 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:223850/T64/FLAT Ply:1 Job Number: 29036 FROM:CK Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:166.6 Ibs Truss Label: G3 / ... 01/23/2020 3'0"10 f 101, z z 617 1 T2"5 93"2 1 V4" 13'4"14 15S"11 17'6"9 19'7"6 21'10" 10" 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 2'0"14 2'014 27'10 3X4 III3X5 =3X6 =3X4 =3X4 =4X5 =3X5 AB C D E F G H I J K L MN Ll V N V U T S R Q OX 1114X16(R) =3X10 =3X8 =6X8 =3X8 =3X10 P 1114X12(R) 22' 4'37 4'1"11 + 41"11 + 4'3"7 H 9-3-213'4"14 17'6"9 21'10" „ 10" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.172 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Part.Enc. ILL:NA Cs:NA VERT(CL): 0.220 F 999 240 W 1197 /- /- /- /1021 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.029 A - - X 1188 /- /- /- /1031 TL F /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.037 A - - Wind reactions based on MWRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 W Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf X Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 9 P Bearings W&P are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.390 Maximum Top Chord Forces Per Ply(Ibs) Rep Fac:Varies by Ld Case Max Web CSI: 0.599 Spacing:24.0" C&C Dist a: ft Loc.from endwawall:Any FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.55 Plate Type(s): A-B 0 0 H-1 2945 -3453 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 10 -11 1-1 2945 -3453 Lumber C-D 2285-2692 J-K 1950 -2299 D-E 2285-2692 K-L 1950 -2299 Top chord 2x6 SP#2 E-F 3022-3543 L-M 3 -4 Bot chord 2x8 SP SS Dense Webs 2x4 SP#3 F-G 3022-3543 M-N 0 0 G-H 2945-3453 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply(Ibs) TC:From 27 plf at 0.67 to 27 plf at 22.00 Chords Tens.Comp. Chords Tens. Comp. BC:From 64 plf at 0.00 to 64 plf at 0.67 W-V 0 0 S-R 3611 -3120 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 V-U 1510-1331 R-Q 2988 -2583 9.94,11.94,13.94,15.94,17.94,19.94 U-T 3233-2792 Q-P 1292 -1143 BC: 69 lb Conc.Load at 1.94,3.94,5.94,7.94 T-S 3611 -3120 P-O 0 0 9.94,11.94,13.94,15.94,17.94,19.94 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. B-V 99 -73 G-R 233 -210 Purlins V-C 1708-1938 H-R 155 -89 The TC of this truss shall be braced with attached C-U 1572-1268 R-J 619 -481 spans at 24"oc in lieu of structural sheathing. D-U 148 -81 J-Q 842 -915 U-E 675 -719 K-Q 166 -102 Wind E-T 412 -305 Q-L 1339 -1072 Wind loads and reactions based on MWFRS. F-T 157 -91 L-P 1474 -1666 Right end vertical not exposed to wind pressure. T-G 131 -90 M-P 69 -46 Additional Notes Truss must be installed as shown with top chord up. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .com:ICC: w Jccsafe.or SEQN:223856/T63/GABL Ply:1 Job Number: 29036 FROM:CK Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:19.6 Ibs Truss Label: GE1 / ... 01/23/2020 13 _ 4' 52i 3'10" AB 12 Q 6 T LO CV C=2X4(A1) co 13 E D F 1113X6 I' 4'�I 2" 3-10" 2' 4' 16 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.007 A 0 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed ILL:NA Cs:NA VERT(CL): 0.005 E 999 240 C* 107 /- /- /79 /227 /117 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 E - - Wind reactions based on MWFRS EXP:D Kzt:NA Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.004E - - C Brg Width=48.0 Min Reg=- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Bearing F is a rigid surface. TCDL:4.2 psf Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.846 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.224 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.239 A-B 0 -5 C-D 47 0 Loc.from endwall:Any FT/RT:20(0)/0(0) Mfg Specified Camber: B-C 41 -203 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 F-E 0 0 E-C 6 -23 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. All plates are 3X4 except as noted. B-E 447 -115 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206986/T32/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:72.8 Ibs Truss Label: H3C .. / ... 01/23/2020 3' 7'4" 1 1118" 14'8" 3' 4'4" 4'4" 3' 1112X4 12 C=4X8 D =4X8 E T 6 � T M LO =3X4(A1)B F=3X4(A1) 1 i3 CV P I H G 1112X4 =5X8 1112X4 1 14'8" 3' 4'4" 4'4" 3' 3' 7'4" 1118.1 14'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.047 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.091 D 999 240 B 685 /- /- /- /499 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 G - - F 594 /- /- /- /394 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.020 G - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf F Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.351 9 P Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.338 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.209 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 -45 D-E 892 -1379 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 636 -995 E-F 691 -1042 Lumber C-D 892-1379 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Loading B-I 854 -531 H-G 914 -585 I-H 862 -526 G-F 904 -588 #1 hip supports 3-0-0 jacks with no webs. Wind Maximum Web Forces Per Ply(Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. C-1 83 0 H-E 494 -325 C-H 549 -388 G-E 107 0 D-H 292 -249 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206989/T46/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:64.4 Ibs Truss Label: H5C .. / ... 01/23/2020 5' 9'8" J— 14'8" f` 5' 4'8" T 5' '1 =4X8 C=4X8 D T 12 6 � M O u) N =3X4(A1)B E=3X4(A1) SO 1 473 A H G F 1112X4 =3X4 =3X4 14'8" 5' 1 4'8" 5' 5' 9'8" 14'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.019 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.036 H 999 240 B 648 /- /- /483 /482 /184 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 F - - E 549 /- /- /344 /387 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.016 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf E Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.439 9 P Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.290 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.071 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 C-D 917 -731 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 898 -844 D-E 928 -858 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-H 704 -693 G-F 709 -694 Wind H-G 709 -694 F-E 721 -703 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 188 -28 F-D 206 -77 C-F 150 -125 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206995/T35/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:67.2 Ibs Truss Label: 11713 / ... 01/23/2020 7' 8'4" 15'4" 7' 1'4" 7' e 4X8 B=4X8 C 12 6 M _O rn <h 4'3 �Da=3X5(Al) VEll =3X4(A1)p y H G F-3X4 E 1112X4=4X4 15'4" 7' 1'4" 7 1,6„ T 8,4„ 1 5,4„ Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.046 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.082 H 999 240 A 1032 /- /- /- /732 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 F - - D 1130 /- /- /- /845 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.035 F - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 A Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.675 9 P Bearings A&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.848 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.209 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1301 -1788 C-D 1291 -1777 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1092-1560 D-E 39 -45 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 1528-1080 G-F 1549 -1091 Loading H-G 1549-1091 F-D 1515 -1067 #1 hip supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply(Ibs) Left side jacks have 7-0-0 setback with 0-0-0 cant Webs Tens.Comp. Webs Tens. Comp. 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 B-H 498 -277 F-C 548 -302 have 7-0-0 setback with 0-0-0 cant and 0-0-0 B-F 40 -2 overhang. Wind Wind loads and reactions based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:206983/T57/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:56.0 Ibs Truss Label: H7C / ... 01/23/2020 7' 14'8" 7' 7'8" =H0510 C 12 6 M O u) Cl) Eo 7 =3X4(A1)B D=3X4(A1) 43 y A E =5X5 14'8" f-1 6' 14,8„ 14'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.022 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.028 E 999 240 B 648 /- /- /480 /466 /239 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 E - - D 549 /- /- /342 /371 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.017E - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.667 9 P Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.548 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.123 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 C-D 688 -768 Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 B-C 657 -770 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 621 -452 E-D 621 -452 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. C-E 324 -97 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211269/T39/HIP_ Ply:1 Job Number: 29036 FROM:AO Qty: 2 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:18.2 Ibs Truss Label: HJ3A .. / ... 01/23/2020 C 12 T 4.24 � 2X4(A1)B CV A D t f 211117 T 42"15 1 4'2"15 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 200 /- /- /- /184 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D D 12 /- /- /22 /- /- EXP:D Kzt:NA Des Ld: 37.00 HORZ(TL): 0.003 D - - C 47 /- /- /- /53 NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 /- Mean Height:15.00 ft Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=11.3 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.441 9 p TPI Std: 2014 Max BC CSI: 0.116 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 35 -35 B-C 24 -21 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Loading B-D 0 0 Hipjack supports 3-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:211266/T37/HIP_ Ply:1 Job Number: 29036 FROM:AO Qty: 3 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:43.4 Ibs Truss Label: HJ7A .. / ... 01/23/2020 4'9" 9'10"13 4'9" 5'1"13 D 12 4.24 03X4 C G _ v 2X4(A1)B T 3"14 1 A G =5X5FE 1112X4 2 1 7 4'9" 51"13 '� 4,9" 9'10"13 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.038 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.052 G 999 240 B 424 /- /- /- /506 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 F - - E 324 /- /- /- /210 /- HORZ TL Des Ld: 37.00 EXP:D Kzt:NA ( ): 0.011 F - - D 247 /- /- /- /403 NCBCLL:0.00 /- Mean Height:25.75 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=11.3 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.861 9 p .TPI Std: 2014 Max BC CSI: 0591 E Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.377 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 35 -52 C-D 140 -134 B-C 773 -735 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B-G 680 -712 F-E 0 0 Hipjack supports 7-0-0 setback jacks with no webs. G-F 673 -717 Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 130 0 C-F 765 -718 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:207015/T30/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:86.8 Ibs Truss Label: MH11 / ... 01/23/2020 7'6" _�_ 11' 152" 7-6" 3'6" 47. D=4X8 1112X4 E F jo 5X5 C 12 6 � M rn i0 3X4(A1)B T 1 A I 62 1114X6(R) GJ =5X8 H 15'4" 42" 11' 157' 2H' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.027 1 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.053 1 999 240 B 672 /- /- /591 /436 /372 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 1 - - J 575 /- /- /386 /471 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.030 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf J Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.798 9 P Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.880 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.484 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 0 0 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 480 -728 E-F 0 0 Lumber C-D 356 -450 Top chord 2x4 SP#2 Bot chord 2x4 SP M-31 :B2 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind B-1 584 -694 H-G 0 0 1-H 337 -367 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 475 -358 D-H 611 -561 D-1 496 -402 E-H 182 -125 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:207011/T43/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:93.8 Ibs Truss Label: MH13 / ... 01/23/2020 7'6" 5'6"13' 15'2" 1 '4" 7'6" 2'2" D=4X8 1112X4 E F 12 0,5X5C L n1114M(R) =3X4(Ai)B as A GK =3X4 =3X4 H 15'4" F-1,6" 7-6" 7'1" 7'6" 15'2" �2{, 144" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.025 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.041 C 999 240 B 672 /- /- /597 /411 /431 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 J - - K 575 /- /- /433 /493 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.19 ft ): 0.014 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf K Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.639 g P Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.743 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.926 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 0 0 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 411 -805 E-F 0 0 Lumber C-D 647 -791 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing B-J 650 -700 I-H 147 -189 J-1 147 -189 H-G 0 0 (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. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind C-J 537 -399 D-H 600 -469 Wind loads based on MWFRS with additional C&C J-D 759 -759 E-H 104 -70 member design. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:207023/T38/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:81.2 Ibs Truss Label: MH7 .. / ... 01/23/2020 7' i111 15'2" 1 '4" 7' 4'1" 4'1" 5X8 1112X4 1114X5(R) C D EF T 12 6 M O � M 7 3X4(A1)B 4"3"3 y A K J I GL 1112X4=3X4 =3X10 1113 6 H 15'4" 7' + 41„ 1 4,1„ 7' 11'1" 152" 2H' 1'5 4„ Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.043 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.078 K 999 240 B 1106 /- /- /- /824 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 H - - L 1299 /- /- /- /912 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.025 H - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf L Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.634 g P Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.641 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.575 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 -45 D-E 808 -1149 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1252-1733 E-F 0 0 Lumber C-D 808-1149 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Loading B-K 1478-1035 I-H 9 -6 K-J 1504-1045 H-G 0 0 #1 hip supports 7-0-0 jacks with no webs. J-1 1504-1045 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 Maximum Web Forces Per Ply(Ibs) 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 Webs Tens.Comp. Webs Tens. Comp. overhang. C-K 629 -252 1-E 1511 -1063 Wind C-1 314 -470 E-H 947 -1211 D-1 602 -517 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:207019/T48/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:84.0 Ibs Truss Label: MH9 .. / ... 01/23/2020 64" 9' 162" 1 64" 2'8" 62" D=4X8 1112X4 E F Li %2X4 C 12 6 M O 2 V N 3X4(A1)B 4"3 y A I 1114X6(R) GJ 5X8 H 15'4" 9' + 67' 9' 157" 2H' 1'8,4„ Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.019 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.030 I 999 240 B 672 /- /- /577 /457 /314 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 I - - J 575 /- /- /347 /455 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:15.00 ft ): 0.017 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf J Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.661 9 P Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.717 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.613 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 0 0 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 630 -805 E-F 0 0 Lumber C-D 541 -590 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind B-I 662 -785 H-G 0 0 1-H 475 -519 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 408 -287 D-H 645 -590 D-1 439 -350 E-H 251 -181 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:214503/T34/SPEC Ply:1 Job Number: 29036 FROM:AO Qty: 3 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:30.8lbs Truss Label: C1E / ... 01/23/2020 3'8" 7-4" r3'8" 3-8" C=4X4 12 6 2 M N u') N =2X4(A1) B D=2X4(A1) 1 T N 4i 2 A 1111 E T4„ 3'8" 3'8" 1,6„ 1,6„ 3'8" 7-4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.008 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Part.Enc. Lu:NA Cs:NA VERT(CL): 0.011 F 999 240 B 357 /- /- /420 /513 /181 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - D 372 /- /- /427 /529 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.92 ft ): 0.005 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.552 9 P Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.217 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.079 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.55 Plate Type(s): A-B 39 0 C-D 522 -321 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 527 -318 D-E 39 0 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4SP#3 B-F 337 -301 F-D 337 -301 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. C-F 266 -158 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227853/T27/SPEC Ply:1 Job Number: 29036 FROM:AO Qty: 2 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:29.4 Ibs Truss Label: C2E / ... 01/23/2020 3-8" 7-4" f 3,8„ T 3-8" I C=4X4 12 6 M CV LO N =2X4(A1) o 2X4(A1) B D T2 9 CV A EE 1112X4 1,6" 3-8" 3-8" 3,8„ 7,4„ Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.005 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.008 E 999 240 B 374 /- /- /303 /269 /146 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 E - - D 268 /- /- /139 /174 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.92 ft ): 0.004E - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf D Br Width=1.5 Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.530 g P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.176 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.062 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 C-D 557 -369 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 554 -365 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-E 294 -385 E-D 294 -385 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. C-E 163 -52 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227486/T44/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 12 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:5.6 lbs Truss Label: CA / ... 01/17/2020 12 C 6 � B � =2X4(A1) c� o LO (10 A D 1' - 1'6" 1' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Part.Enc. Lu:NA Cs:NA VERT(CL):NA B 226 /- /- /338 /312 /106 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D D 8 /-15 /- /62 /53 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.25 ft ): 0.001 D - - C - /-48 /- /109 /110 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=4.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.820 g p TPI Std: 2014 Max BC CSI: 0.111 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.55 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 162 -53 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227489/T21/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 8 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:12.6 Ibs Truss Label: CJ3 / ... 01/17/2020 C 12 6 co 0 LO 2X4(A1) B T CV A D 1'6" 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 235 /- /- /267 /253 /191 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D D 50 /- /- /59 /22 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.75 ft ): 0.003 D - - C 56 /- /- /10 /93 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=4.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 9 p TPI Std: 2014 Max BC CSI: 0.112 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 25 -97 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227492/T19/JACK Ply:1 Job Number: 29036 FROM:AO Qty: 8 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:18.2 Ibs Truss Label: CJS .. / ... 01/17/2020 C 12 6 cY) 0 T LO <V CO 2X4(A1)B M T A D 1-6" T 5 1 5' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 299 /- /- /303 /297 /279 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 D D 89 /- /- /81 /31 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.25 ft ): 0.009 D - - C 114 /- /- /48 /192 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=4.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.597 9 p .TPI Std: 2014 Max BC CSI: 0308 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 51 -169 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:214509/T20/EJAC Ply:1 Job Number: 29036 FROM:AO Qty: 2 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:12.6 Ibs Truss Label: EJ3 / ... 01/23/2020 C 12 6 co 0 LO 2X4(A1) B T CV A D 1'6" 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Part.Enc. Lu:NA Cs:NA VERT(CL):NA B 235 /- /- /312 /297 /191 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D D 50 /- /- /98 /61 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.75 ft ): 0.004 D - - C 56 /- /- /15 /99 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.531 9 p TPI Std: 2014 Max BC CSI: 0.154 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.55 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 25 -98 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227727/T11/EJAC Ply:1 Job Number: 29036 FROM:AO Qty: 26 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:25.2 Ibs Truss Label: EJ7 .. / ... 01/17/2020 C 12 6 r� o_ M 7 2X4(A1)B A D 1'6" 7 7' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 369 /- /- /351 /354 /369 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.029 D D 125 /- /- /108 /49 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.75 ft ): 0.031 D - - C 170 /- /- /79 /289 /- NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.779 g p .TPI Std: 2014 Max BC CSI: 0567 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 39 0 B-C 76 -215 Top chord 2x4 SP#1 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind B-D 0 0 Wind loads based on MWFRS with additional C&C member design. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:214515/T5/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:39.2 Ibs Truss Label: H3 / ... 01/23/2020 r 3, 1'4" 3"8 12 C=4X8 o LO 2X4(A1) B E=2X4(A1) 2 HH GG CV A 1112X4 =3X4 F 1 7'4" 3' 1'4" 3' 1r6 3- 4'4" 7-4" 1 6 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.011 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Part.Enc. Lu:NA Cs:NA VERT(CL): 0.009 H 999 240 B 384 /- /- /387 /607 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 G - - E 400 /- /- /403 /633 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:24.75 ft ): 0.006 G - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf E Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.389 g P Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.117 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.026 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.55 Plate Type(s): A-B 45 -85 D-E 508 -378 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 522 -390 E-F 45 -85 Lumber C-D 377 -316 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Loading B-H 319 -398 G-E 303 -376 H-G 325 -399 #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-0-0 cant Maximum Web Forces Per Ply(Ibs) and 1-6-0 overhang.End jacks have 3-0-0 setback Webs Tens.Comp. Webs Tens. Comp. 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 C-H 67 -9 G-D 67 -4 overhang. C-G 39 -20 Wind Wind loads and reactions based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:214512/T54/HIP_ Ply:1 Job Number: 29036 FROM:AO Qty: 2 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:18.2 Ibs Truss Label: HJ3 .. / ... 01/23/2020 C 12 T 4.24 � 2X4(A1)B CV A D t I_2r1rr7 T 4r2n15 1 f a e 42n 15 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Part.Enc. Lu:NA Cs:NA VERT(CL):NA B 200 /- /- /- /363 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D D 12 /- /- /32 /- /- EXP:D Kzt:NA Des Ld: 37.00 HORZ(TL): 0.007 D - - C 47 /- /- /- /101 NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 /- Mean Height:24.75 ft Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=11.3 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.649 9 p TPI Std: 2014 Max BC CSI: 0.159 D Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.55 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 35 -69 B-C 46 -34 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Loading B-D 0 0 Hipjack supports 3-0-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227495/T8/HIP_ Ply:1 Job Number: 29036 FROM:AO Qty: 4 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:43.4 Ibs Truss Label: HJ7 .. / ... 01/23/2020 4'9" 9'10"13 4'9" 5'1"13 D 12 4.24 03X4 C G _ v 2X4(A1)B T 3"14 1 A G =5X5FE 1112X4 2 1 7 4'9" 51"13 '� 4,9" 9'10"13 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.038 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.052 G 999 240 B 424 /- /- /- /506 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 F - - E 324 /- /- /- /210 /- HORZ TL Des Ld: 37.00 EXP:D Kzt:NA ( ): 0.011 F - - D 247 /- /- /- /403 NCBCLL:0.00 /- Mean Height:25.75 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf B Br Width=11.3 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.861 9 p .TPI Std: 2014 Max BC CSI: 0591 E Brg Width=1.5 Min Reg=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Reg=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.377 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber A-B 35 -52 C-D 140 -134 B-C 773 -735 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading B-G 680 -712 F-E 0 0 Hipjack supports 7-0-0 setback jacks with no webs. G-F 673 -717 Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. G-C 130 0 C-F 765 -718 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227503/T29/HIPS Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:120.4 Ibs Truss Label: H9 .. / ... 01/23/2020 6'4" 9' 15'8" 184" 248" 2'8" 6'8"1 2'8„ 64„ 55:5X8 `4X8 D E 12 \\,2X4 C F///2X4 6 N O_ V V �p 1 -3X4(A1)B 3X4(A1) 4"3"3 A K J I H =3X4 =3X5 =3X8 24'8" 9' 6'8"1 9' 1,6„„1- 9, -�, 15'8" -}, 24,$" -f- 116„ Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.100 1 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.108 K 999 240 B 1020 /- /- /678 /1153 /316 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.039 1 - - G 1020 /- /- /678 /1153 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.25 ft ): 0.048 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf G Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.755 9 P Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.749 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.191 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1590 -1340 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1688-1545 F-G 1687 -1544 Lumber C-D 1602-1348 G-H 39 0 D-E 1485-1180 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B-K 1319-1282 J-1 1177 -1023 Wind loads based on MWFRS with additional C&C K-J 1177-1023 1-G 1318 -1282 member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 398 -218 I-E 382 -345 D-K 380 -349 I-F 401 -220 D-I 173 -167 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227509/T6/HIPS Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:127.4 Ibs Truss Label: H11 / ... 01/23/2020 I_ 7'5" A. 11' _1_ 13'8" _1_ TT' _1_ 24'8" _1 7'5" 3'7" 2'8.1 3'7" TY _z 4X8 D=4X8 E 12 5X5 C F-5X5 6 p N O_ a zo (O 3X4(A1)B G=3X4(A1) a°a El A K J I H =3X4 =4X5=3X8 24'8" 1,6„_I_ 11 1 U.„1 I_ 11 1,6„ 11' 138" 24'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.084 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.086 K 999 240 B 1020 /- /- /668 /1166 /365 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.027 1 - - G 1020 /- /- /668 /1166 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.75 ft ): 0.033 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf G Br Width=8.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.921 g P Bearings B&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.426 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.282 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1464 -1203 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1644-1487 F-G 1644 -1486 Lumber C-D 1476-1211 G-H 39 0 D-E 1360-1023 Top chord 2x4 SP#2 Bot chord 2x4 SP M-31 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B-K 1261 -1220 J-1 1020 -802 Wind loads based on MWFRS with additional C&C K-J 1020 -802 1-G 1259 -1220 member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-K 596 -343 I-E 383 -469 D-K 384 -474 I-F 598 -344 D-I 180 -172 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227856/T23/HIPM Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:37.8 Ibs Truss Label: CK / ... 01/23/2020 54" 7'2„ 5'4" 1'10" 4X E Qar4X4 R1 12 6 M O � M M 2X4(A1)B A =3X4 1113X5 64" 1'101, V6" 5'4" 7'2" All Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): 0.008 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.010 H 999 240 B 381 /- /- /357 /245 /190 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 H - - F 261 /- /- /157 /228 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.34 ft ): 0.006 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf F Br Width=1.5 Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.482 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.247 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.194 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 C-D 312 -165 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 233 -260 D-E 0 0 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4SP#3 B-H 180 -355 G-F 0 0 Wind H-G 1 -2 Wind loads based on MWFRS with additional C&C member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 443 -145 D-G 577 -305 H-D 331 -625 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227500/T22/HIPS Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:117.6 Ibs Truss Label: H7 .. / ... 01/23/2020 7' 12'4" 17'8„ 24'8„ 7' S'4" 5'4" 7' 5X8 III3X5 ii�i 5X8 C D T2 E T ;6F,- T co 3X1 F=3X10(65R) -v 4�'3 tA J I H G 1112X4 =5X8 1112X4 24'8" 1,6„+ 7' + 5,4„ + 5,4„ + 7' + 1,6„ 7' 12'4" 17'8" 24'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.289 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.317 D 922 240 B 1925 /- /- /- /2117 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.109 H - - F 1925 /- /- /- /2117 TL /- EXP:D Kzt:NA HORZ( Des Ld: 37.00 Mean Height:25.75 ft ): 0.121 H - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 2.3 TCDL:4.2 psf F Br Width=8.0 Min Reg= 2.3 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.947 g P Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.950 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.646 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 -64 D-E 4008 -3747 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 3782-3503 E-F 3782 -3503 Lumber C-D 4008-3747 F-G 39 -64 Top chord 2x4 SP#1 :T2 2x4 SP M-30: Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Loading B-J 3056-3258 I-H 3082 -3273 J-1 3082-3273 H-F 3056 -3258 #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant Maximum Web Forces Per Ply(Ibs) and 1-6-0 overhang.End jacks have 7-0-0 setback Webs Tens.Comp. Webs Tens. Comp. 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 C-J 625 -373 1-E 797 -882 overhang. C-1 797 -882 H-E 625 -373 Wind D-1 1094 -658 Wind loads and reactions based on MWFRS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227850/T61/HIPM Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:170.8 Ibs Truss Label: MH11A .. / ... 01/15/2020 t• 7'4" + 11' + 17'2"12 + 23'3"12 + 29'6"8 6'2"12 61. 62"12 ,5X8 1112X4 =3X5 =3X4 III3X6(R) D E F G H 12 5X8 C 6 M /(a) o Lo in iO io _ =3X5(A1)B 4�3 A O N M L K J III 3X6I 1112X4 =3X5=3X4 =3X8 =3X5 =3X5 29'6"8 1'6" 7'4" 13'8" 6'2"12 6-1" 6'2"12 7'4" 11' 17'2"12 2T 12 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.116 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.155 E 999 240 B 1213 /- /- /862 /818 /301 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.038 J - - I 1109 /- /- /576 /1132 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.75 ft ): 0.053 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf 1 Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.844 g P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.592 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.807 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1573 -1468 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1810-1951 F-G 1573 -1468 Lumber C-D 1660-1605 G-H 1059 -1004 D-E 1573-1468 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-O 1668-1898 L-K 1045 -1108 (a)#3 or better scab reinforcement.Same size&80% O-N 1665-1897 K-J 1045 -1108 length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc. N-M 1665-1897 J-1 0 0 M-L 1387-1558 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. O-C 226 -48 E-L 450 -341 C-M 491 -402 G-J 932 -781 D-M 395 -378 J-H 1359 -1435 D-L 167 -255 H-I 1182 -1060 L-G 580 -636 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .com:ICC: w Jccsafe.or SEQN:227877/T26/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:142.8 Ibs Truss Label: MH9B .. / ... 01/23/2020 6'S"4 9' 14'4" 19'8" 227' 2 28'8" 6'S"4 2'6"12 5'4" 5'4" 2'6"12 6'5 "4 e4X8 =3X4 �z4X8 D E F l6 � 2X4 D G e2X4 M O V) IV (o 3X5(A1)B H=3X5(A1) 1 4�3 A J I-5X12 =5X12 28'8" I_1'6"_I_ 9' _I_ 10'8" _I_ 9' _I 9' 19'8" 28'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.094 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.171 E 999 240 B 1174 /- /- /762 /803 /280 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 1 - - H 1082 /- /- /628 /723 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.25 ft ): 0.065 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf H Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.695 9 P Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.746 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.236 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1678 -1491 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1900-1886 F-G 1827 -1693 Lumber C-D 1815-1681 G-H 1910 -1902 D-E 1690-1483 Top chord 2x4 SP#2 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B-J 1620-1570 1-H 1639 -1572 Wind loads based on MWFRS with additional C&C J-1 1673-1563 member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 392 -239 E-I 334 -243 D-J 550 -553 I-F 561 -581 J-E 369 -254 I-G 413 -255 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227880/T10/HIPS Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:145.6 Ibs Truss Label: MH11B / ... 01/23/2020 5'0"8 9'6"8 14'4" 19'1"8 23'7"8 28'8" 5'0"8 4'6" 4'9"8 4'9"8 4'6" 5'0"8 e4X8 =3X4 zs4X8 T D E F 12 6 � �2X4 C G�2X4 M � O 3X5(A1)B H=3X5(A1) 4_3 A J I=5X12 =5X12 28'8" 1'6" 9,6"8 97„ 9'6"8 9,6„8 '�' 1911„8 28,8„ `1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.092 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.168 E 999 240 B 1174 /- /- /762 /801 /294 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 1 - - H 1082 /- /- /628 /721 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.39 ft ): 0.065 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf H Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.735 g P Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.684 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.204 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1652 -1449 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1956-1925 F-G 1746 -1663 Lumber C-D 1733-1654 G-H 1979 -1945 D-E 1667-1442 Top chord 2x4 SP#2 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind B-J 1671 -1646 I-H 1695 -1654 Wind loads based on MWFRS with additional C&C J-1 1575-1442 member design. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. C-J 418 -276 E-I 257 -183 D-J 477 -399 I-F 479 -451 J-E 288 -193 I-G 443 -295 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227883/T12/SPEC Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:161.0 Ibs Truss Label: MH136 .. / ... 01/23/2020 7'3"8 11'6"8 17'1"8 22'1"8 27'1"8 296"8 7'3"8 4'3" 57' 5' 5' 2'5 " e 5X8 -4X8 D E 12 6 0SX8C tF�3X4 t M zo O_ c0 =4X8 GN4X8 H 3X5(A1)B T as A 1 P O N M L K J 3X61 1112X4 =3X5 =3X4 =3X8 =3X5 =3X4 =3X8 29'6"8 f 1,6„+ 7,3„8 + 4,3„ + 5,7„ '1 5, + 5, + 2,5„ 7'3"8 11'6"8 171"8 22'1"8 2T 8 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.127 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.236 K 999 240 B 1210 /- /- /771 /820 /321 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 I - - I 1108 /- /- /603 /739 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.89 ft ): 0.082 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf 1 Br Width=- Min Reg=- BCDL:5.0sf Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.612 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.843 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.609 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/O(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1760 -1608 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1920-1950 F-G 2252 -2196 Lumber C-D 1726-1563 G-H 2724 -2537 D-E 1654-1391 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3:W9 2x4 SP#2: Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-P 1667-1625 M-L 1900 -1880 (**)1 plate(s)require special positioning.Refer to P-O 1665-1624 L-K 1900 -1880 scaled plate plot details for special positioning O-N 1665-1624 K-J 2885 -3122 requirements. N-M 1343-1236 J-1 20 -21 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. P-C 241 -51 F-K 350 -267 C-N 520 -432 K-G 1242 -978 D-N 390 -369 G-J 1188 -1036 D-M 241 -218 J-H 2700 -2899 M-E 430 -417 H-1 1126 -1044 M-F 755 -622 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227886/T4/SPEC Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:179.2 Ibs Truss Label: MH15B / ... 01/23/2020 r 7'38 + 13'6"8 1 15'1"1 2LV8 i 251 8 + 296 8 7'3"8 6'3" 1'7' 5' 5' 4'5" ss4X8 D=4X8E 12 Fz 3X4 r` 6 �5X8C � III4X6(SRS)(R) � C' =4X8H T 3X5(A1)B N ?•3 A 1 O N M B2 L K g3 J 1113X6 I 1112X4 =3X5 =3X4O=3X8 =H0308 =4X12 29'6"8 1'6" 7'3"8 6,3" 1'T 10, 4V 7'3"8 13'6"8 15'1.8 25'1"8 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.120 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.222 F 999 240 B 1210 /- /- /764 /811 /364 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.035 C - - I 1108 /- /- /552 /738 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:27.39 ft ): 0.063 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf 1 Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.671 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.806 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.985 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1585 -1432 Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 B-C 1878-1966 F-G 2942 -2728 Lumber C-D 1535-1428 G-H 2379 -2280 D-E 1495-1227 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:132 2x4 SP#1: :B3 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind B-O 1685-1661 L-K 1653 -1674 Wind loads based on MWFRS with additional C&C O-N 1681 -1660 K-J 1653 -1674 member design. N-M 1681 -1660 J-1 15 -19 M-L 1200-1102 Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 286 -53 L-F 758 -564 C-M 651 -562 F-J 970 -1099 D-M 255 -307 G-J 1701 -1445 D-L 436 -281 J-H 2464 -2567 L-E 462 -581 H-1 1173 -1083 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227889/T3/SPEC Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:162.4 Ibs Truss Label: C3 .. / ... 01/23/2020 14'4" + 18'8"12 + 23'1"8 + 29'6"8 7'4" 7' 4'4"12 4'4"12 6'S" D=4X5 E�3X4 12 21 6 g5X8 C io FE�Z X R = X7C' io co r _ =3X5(A1)B 4�3 A 1 M L =3X8 1 1113XbLjm 2X4 =3X5 B2 =3X5 —3X12 29'6"8 1.6.1 7'4" 7, 8,9"8 61 7'4" 14'4" 231 T 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.121 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.222 F 999 240 B 1213 /- /- /770 /803 /377 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.036 C - - H 1109 /- /- /548 /799 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:27.59 ft ): 0.064 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf H Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.780 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.782 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.916 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 1519 -1350 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1839-1970 E-F 2576 -2381 Lumber C-D 1454-1394 F-G 2099 -2007 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:132 2x4 SP#1: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 1689-1696 K-J 1512 -1537 M-L 1686-1695 J-1 1512 -1537 (a)#3 or better scab reinforcement.Same size&80% L-K 1686-1695 1-H 21 -24 length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc. Maximum Web Forces Per Ply(Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C M-C 272 -47 E-1 845 -965 member design. C-K 691 -593 F-I 1619 -1366 Right end vertical not exposed to wind pressure. D-K 841 -884 1-G 2178 -2275 K-E 673 -519 G-H 1170 -1058 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227892/T9/SPEC Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:159.6 Ibs Truss Label: C2 .. / ... 01/23/2020 7'4" 14'4" 21'1"8 25'4" 29'6"8 7'4" 7' 69"8 4'28 4,2„8 D=4X5 12 ///4X8(SRS)(R) =3X5 M 6 F7- g5X8 C E F 1112X4C' T � 3X5(A1)B l as A M L K J I B3 H 1112X4 =3X5 =3X8 =3X5 =3X4 1113X6(R) 29'6"8 1,6„ 7,4,E i 7' i 678 i 8,5,E 7'4" 14'4" 21'1"8 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.094 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.172 K 999 240 B 1213 /- /- /790 /797 /371 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.039 H - - H 1109 /- /- /544 /894 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:27.59 ft ): 0.070 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf H Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.712 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.699 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.856 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 1497 -1383 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1846-1971 E-F 1873 -1759 Lumber C-D 1471 -1391 F-G 7 -12 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:133 2x4 SP#1: Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind B-M 1689-1769 K-J 1799 -1925 M-L 1686-1768 J-1 1799 -1925 Wind loads based on MWFRS with additional C&C L-K 1686-1768 1-H 1041 -1132 member design. Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. M-C 293 -49 E-I 684 -535 C-K 669 -590 I-F 1003 -1036 D-K 772 -778 F-H 1520 -1394 K-E 855 -725 G-H 160 -101 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227895/T13/SPEC Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:175.0 Ibs Truss Label: C1 / ... 01/23/2020 7'4" 14'4" 19'1"8 24'4" 29'6"8 7,4„ 7' 4,9"8 5,2"8 5,2"8 D=4X5 :5X12 1112X4 E F 12 M 6 g5X8 C r tV Z3X6 rn 3X5(A1)B 1 a s A N M L K J I 1112X4 =3X5 =3X8 1112X4=3X5 =3X10 29VT 1'6" i 7'4" 7' i 4'9"8 5'2"8 i 62"8 7'4" 14'4" 19'1"8 24'4" 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.093 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.167 L 999 240 B 1213 /- /- /815 /790 /364 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.036 I - - H 1109 /- /- /551 /983 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:27.59 ft ): 0.063 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf H Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.681 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.709 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.830 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 D-E 1516 -1345 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1858-1974 E-F 1110 -1029 Lumber C-D 1475-1386 F-G 1110 -1028 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bracing B-N 1693-1850 K-J 1566 -1717 N-M 1690-1850 J-1 1566 -1717 (a)#3 or better scab reinforcement.Same size&80% M-L 1690-1850 1-H 0 0 length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc. L-K 1563-1717 Wind Maximum Web Forces Per Ply(Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. N-C 297 -50 E-I 827 -732 Right end vertical not exposed to wind pressure. C-L 685 -604 F-I 511 -337 D-L 822 -837 1-G 1402 -1513 L-E 666 -575 G-H 1206 -1067 E-K 174 -25 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:227898/T2/SPEC Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:191.8 Ibs Truss Label: MH13A / ... 01/23/2020 1'5"8 13' 15'8" 23'4" 29'6"8 f` 6,9„ -{- 6,3„ -f- 2-6„ '� r 6'2„6 -f- 62"8 :4x8 =4x8 E F ffl4X5(SRS)(R) =3X4 1113X5(R) G H I 12 ,3X5 D m 6 i3X4 C o � N rn (a) io 3X5(A1)B 43 A 1113X6 P O IN L K J 1112X4 =3X5 =3X8 =3X8 =3X5 =3X5 29'6"8 1'6" 6'9" 6,3" 41"8 6'2"8 6,Y'8 I` 6,9" 13' 17'1"8 23'4" 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.117 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.172 G 999 240 B 1213 /- /- /860 /751 /325 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.035 K - - J 1109 /- /- /578 /1076 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:27.25 ft ): 0.054 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf J Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.884 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.627 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.836 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1529 -1248 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1903-1995 F-G 1829 -1588 Lumber C-D 1537-1469 G-H 1559 -1372 D-E 1560-1456 H-1 1059 -961 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-P 1717-1997 M-L 1000 -1108 (a)#3 or better scab reinforcement.Same size&80% P-O 1714-1996 L-K 1000 -1108 length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc. O-N 1714-1996 K-J 0 0 N-M 1241 -1426 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. Right end vertical not exposed to wind pressure. P-C 269 -46 G-M 1103 -902 C-N 622 -540 M-H 521 -632 E-N 385 -319 H-K 978 -781 N-F 129 -172 K-1 1333 -1469 F-M 643 -724 1-1 1226 -1062 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:228931/T7/HIPM Ply:1 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:156.8 Ibs Truss Label: MH9A .. / ... 01/23/2020 N2 9' 15'10"12 22'7"12 29'6"8 6'4" 2'8" 6'10"12 6'9" 6'10"12 5�E5X8 1112X4 =3X5 =3X4 1114X5(R) D E F G T3 H 12 6 %2X4 C T O (a) 7 0 1 _ =3X5(A1)B 4_3 A B1 N M L K J III 3X6I =3X4=3X5 =3X8 =3X5 =3X6 29'6"8 1'6" 9' 1 6'10"12 6'9" 610"12 9' 15'10"12 22'7"12 29'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.146 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed ILL:NA Cs:NA VERT(CL): 0.195 E 999 240 B 1213 /- /- /837 /836 /250 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.038 J - - I 1109 /- /- /561 /1119 TL F /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:26.25 ft ): 0.053 J - - Wind reactions based on MWRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf 1 Br Width=- Min Reg=- BCDL:5.0sf Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.742 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.708 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.753 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 0 E-F 1933 -1835 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 1907-1963 F-G 1933 -1835 Lumber C-D 1833-1767 G-H 1376 -1329 D-E 1933-1835 Top chord 2x4 SP#2:T3 2x4 SP#1: Bot chord 2x4 SP#2:B1 2x4 SP#1: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-N 1689-1934 L-K 1376 -1433 (a)#3 or better scab reinforcement.Same size&80% N-M 1553-1708 K-J 1376 -1433 length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"oc. M-L 1553-1708 J-I 0 0 Wind Maximum Web Forces Per Ply(Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C-N 347 -209 L-G 557 -607 Right end vertical not exposed to wind pressure. D-N 398 -308 G-J 890 -743 D-L 337 -472 J-H 1603 -1661 E-L 478 -376 H-I 1162 -1055 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .com:ICC: w Jccsafe.or SEQN:227871/T16/EJAC Ply:1 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:35.0 Ibs Truss Label: G2 / ... 01/21/2020 6'10" 6'10" D !JIUA4� 12 6 M HB 2" o LL) M c0 V 2X4(A1)B A 1112X10 T 1'6" 6'10" 6'10" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA B 775 /- /- /347 /754 /235 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 F E 638 /- /- /191 /585 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.75 ft ): 0.033 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf E Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.397 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.483 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.333 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 39 -65 C-D 7 -4 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 162 -193 Lumber Top chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 2x4SP#3 B-F 24 -25 F-E 0 0 Special Loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(Ibs) TC:From 56 plf at -1.63 to 56 plf at 7.00 Webs Tens.Comp. BC:From 20 plf at 0.00 to 20 plf at 7.00 BC: 268 lb Conc.Load at 1.40,3.40 C-F 394 -173 BC: 261 lb Conc.Load at 5.40 Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:228432/T70/HIPS Ply:2 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:364.0 Ibs Truss Label: MH7B-2PLY .. / ... 01/23/2020 1_ 4'61 T _1_ 10'7"2 _1_ 14'4" _1_ 18'0"14 _1_ 21'8" _1_ 24'1"15.1_ 28'8" _1 4'61 2'5"15 3'7"2 3'8"14 3'8"14 3'7"2 2'5"15 4'6"1 ;110610 =3X5 —H0710 =4X4 =H0510 D E T2 F G T2 H T 12T 6 � �3XKC 1�3X4 Z M o � M (D =4X10(A7R)B J=3X12(B5R) 1 43 I -LA R Q P O N M L K 1112X4 =4X8=H0510 =3X8 =H0510=4X8 1112X4 28'8" 1 1'6" 1 4'6"1 2'S"15 7'4" I 7'4" 1 2'S"15 1 4'6"1 4'61 7' 14'4" 21'8" 24'1"15 28'8.. Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.195 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.216 F 999 240 B 2884 /- /- /758 /2936 /265 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.055 L - - J 2731 /- /- /758 /2716 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.75 ft ): 0.061 L - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=6.0 Min Reg= 1.5 TCDL:4.2 psf J Br Width=6.0 Min Reg= 1.5 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.302 9 P Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.277 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.409 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -33 F-G 3250 -3415 Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 B-C 2804-2824 G-H 2264 -2395 Lumber C-D 2797-2865 H-1 2580 -2718 D-E 2471 -2534 I-J 2565 -2657 Top chord 2x4 SP M-31 :T2 2x6 SP SS Dense: E-F 3250-3415 J-K 19 -33 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.148"x3",min.nails B-R 2500-2468 O-N 3050 -2949 Top Chord:1 Row @12.00"o.c. R-Q 2504-2472 N-M 3050 -2949 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Q-P 3127-3067 M-L 2356 -2260 Use equal spacing between rows and stagger nails P-O 3127-3067 L-J 2351 -2254 in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 56 plf at -1.63 to 56 pIf at 30.30 R-C 123 -120 F-O 359 -261 BC:From 20 plf at 0.00 to 20 plf at 28.67 C-Q 117 -39 G-M 926 -884 TC: 417 lb Conc.Load at 7.08 Q-D 927 -730 H-M 1075 -979 TC: 170 lb Conc.Load at 9.15,11.15,13.15,15.15 Q-E 806 -802 M-1 118 -63 17.15,19.15 E-O 389 -247 1-L 154 -148 BC: 449 lb Conc.Load at 7.08 O-G 494 -406 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:228442/T67/COMN Ply:3 Job Number: 29036 FROM:JS Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:420.0 Ibs Truss Label: G1-3PLY .. / ... 01/17/2020 _ 7'4" _ _ 12'4" __ 1 Ta" _ _ 24'8" 7'4" 5, 5' 7'4" 1114X6(R) z 5X8 6 �5XSC E M (O � � (V 1� 3X10(A51R)B ��F=3X10(A51R) 4"3"3 A J I H G 1112X10 =8X8 1112X10 24'8" 7'4" 5' 5' 7'4" 7'4" 12'4" 17'a" 24 8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.239 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.261 I 999 240 B 5593 /- /- /655 /5584 /398 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.060 H - - F 7113 /- /- /655 /6179 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:27.08 ft ): 0.066 H - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.9 TCDL:4.2 psf F Br Width=8.0 Min Reg= 2.4 Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.829 9 P Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.924 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 13 -23 D-E 2630 -2763 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 3796-3864 E-F 3574 -3987 Lumber C-D 2630-2761 F-G 13 -23 Top chord 2x4 SP#2 Bot chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Nailnote B-J 3429-3350 1-H 3533 -3156 J-1 3404-3325 H-F 3560 -3176 Nail Schedule:0.148"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 4.00"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row J-C 1108-1104 1-E 1027 -1339 to avoid splitting. C-1 1238-1179 E-H 1265 -916 D-1 2426-2276 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional' engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .corn:ICC: w Jccsafe.or SEQN:228934/T1/HIPM Ply:2 Job Number: 29036 FROM:AO Qty: 1 GELCORP,AVALON BY THE BEACH-OCE DRW: Wgt:383.6 Ibs Truss Label: MH7A-2PLY .. / ... 01/21/2020 7' 12'4"8 18'0"8 23'8"8 29'6"8 7' 5'4"8 5'8" 5'8" 5'10" =3X4 --7X8 III3X4 III5X7(R) C_5X7 D E F G 12 — T 6 I T1 m o u� Pi c] (D l � 4X4(A1)B 43 A 11 N M L K J I H 1112X4 =4X5 =3X4 =3X4 =4X5 =3X12 1112X10 29'6"8 1'6" 6'8"8 5'8" 5'8" 5'8" 5-10" j= -�' 6,8„8 -}- 12'4'.8 -}- 18'0..8 -�' 23'8"8 -}- 29,6"8 '1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 170 mph Pf:NA Ce:NA VERT(LL):-0.166 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.189 D 999 240 B 2291 /- /- /- /2466 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.036 H - - H 2388 /- /- /- /2507 TL /- EXP:D Kzt:NA HORZ(Des Ld: 37.00 Mean Height:25.75 ft ): 0.041 H - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 B Brg Width=8.0 Min Reg= 1.5 TCDL:4.2 psf H Br Width=- Min Reg=- Soffit: 0.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.699 9 P Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.188 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.833 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -32 D-E 2640 -2525 Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 2341 -2217 E-F 1788 -1706 Lumber C-D 2714-2591 F-G 1788 -1706 Top chord 2x6 SP SS Dense 31 2x4 SP#2: Bot chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Nailnote B-N 1955-2045 K-J 2509 -2639 N-M 1941 -2036 J-1 2509 -2639 Nail Schedule:0.148"x3",min.nails M-L 1941 -2036 1-H 5 -5 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. L-K 2615-2754 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Hangers/Ties N-C 314 -194 E-I 998 -943 (J)Hanger Support Required,by others C-L 775 -807 F-I 597 -363 L-D 497 -294 I-G 1967 -2062 Loading D-K 136 -107 G-H 1269 -1134 #1 hip supports 7-0-0 jacks with no webs. K-E 179 -12 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. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinc] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of prMSSionaq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites:ALPINE: www.al ineitwxom:TPI: www.t inst.or:SBCA: www.sbcindust .com:ICC: w Jccsafe.or