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WALL <br />10' 0" BRG. WALL <br /> <br />~ <br />~ I I BEAM BY BUIDER <br /> I I NON BEARING WALL <br /> <br />~0 <br />/ yp, <br />U N,O, <br /> <br />IO~ <br /> <br />C <br />J03 ~ <br />~I'- <br /> <br />I, <br /> <br />~ <br /> <br />:r <br />~ <br /> <br />~ <br /> <br />:r <br />~ <br /> <br />~ <br />a <br />" <br />"t <br />~ <br /> <br />[]] <br /> <br />. <br /> <br />j <br /> <br />[] <br /> <br />t~~~ <br />CZ;J <br /> <br />VAULTED CLGS <br /> <br />10' 0" FLAT CEILING <br /> <br />CJ <br /> <br />* G.C. VERIFY ROOF PITCH <br /> <br />ROOF PITCH VARIES PER SUBDIVISIONS <br />(5/12 OR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY <br />TO VERIFY ROOF SLOPE REQUIREMENTS <br />WITH TRUSS MANUFACTURER. <br /> <br />7 <br /> <br />~t:: <br /> <br />8' 0" FLAT CEILING <br /> <br />UPLIFT VALUES & CONNECTORS <br /> <br />"X" HTS 20 1450 <br />SPl 585 <br />SP2 1065 <br />HCP2 605 <br />* MINIMUM 3" MEMBER <br />* * REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPOXY ANCHORS TO BE SIMPSON "SET" U,N,O, <br /> <br />ZONE <br />IT] MWFRS <br />I2l COMPo & <br />L:J CLAD <br />~ MWFRS <br />[!] MWFRS <br /> <br />HANGER SCHEDULE <br /> <br />~ SIMPSON HGUS210-2 6 SIMPSON <br /> <br />.& SIMPSON ~ SIMPSON <br /> <br />STANDARD ROOF HANGERS ARE SIMPSON HUS26 <br />STANDARD FLOOR HANGERS ARE SIMPSON HHUS46 <br />UNLESS SHOWN OTHERWISE <br /> <br />APPROVED TRUSS ANCHOR BY BUILDER <br />S.Q. CUT OVERHANG <br />HEEL HEIGHT = 2x4 STD. <br />BOTTOM = 2x4 MIN. <br />TOP = 2x4 MIN. <br /> <br />12 <br /> <br />MARK <br />0 COr-.NECTOR <br />A HETA16 <br />B H ET A20 <br />C H2,5A <br />D H3 <br />E META20 <br />F HHETA20 <br />G Hl0 <br />H MTT28B <br />J HTT22 <br />K HD2A * <br />L H D5A * <br />M H D6A * <br />N LI JS2R <br />P HUS?6 <br />Q HUS28 <br />R MTS12 <br />S MTS16 <br />T MTS20 <br />U MGT <br />V LGT2 <br />W HGT,2 <br /> <br />5.9 <br /> <br />------- <br />V ____________ <br />5:2 0 <br />12 <br /> <br />~ <br />\~ <br />\~. <br /> <br />1'-4" <br /> <br />TRUSS END DETAIL <br /> <br /> UPLIFT CONN. <br />< 14901BS. @ <br />- <br />< 14901B5. @ <br />- <br />< 1174lBS, SEE 5E,l/S-7 <br />- <br />< 450 185, @ <br />- <br /> <br />I SEE SH EET S-7 FOR NOTES I <br /> <br />UPLIF CONNEC110N CROSS-REFERENCE <br /> <br />SIMPSON STRONG TIE <br />CAPACITY <br />SYP SPF <br /> <br />1810 9 - 10d x 11/2" <br />1810 9 - 10d x 11/2" <br />600 535 10,8d <br />455 320 8 - 8d <br />1450 7 - 10d x 1 112" <br />2235 12, 10d x 11/2" <br />990 850 16, 8d x 11/2" RT16 1030 945 8-8d X 1 1/2"& 8-10d <br />4455 4455 24 - 16d MTS27B 4685 4029 24 - 16d <br />5260 5260 32 - 16d SINKERS HTT22 5370 4618 32 - 16d <br />2775 2570 5/8" DIA. BOLTS TD2 3435 2954 2 - 5/8" DIA. BOLTS <br />3705 3130 3/4" DIA, BOLTS TD5 4180 3594 2 - 3/4" DIA, BOLTS <br />4405 3680 7/8" DIA, BOLTS TD6 6655 5779 3,3/4" DIA, BOLTS <br />1165/1115** 780/875 ** 8 - 10d x 3" JUS26 510/740 440/695 8 - 10d <br />11550/3325 ** 1550/.2540 ** 20, 16d x 31/2" THD26 1875/3040 1580/2365 <br />13220/5970 ** 2705/4510 ** 30 - 16d x 3 1/2" THD28 2330/3965 2015/3430 <br />1000 860 14, 10d x 1112" MTW12 1195 905 14-10d <br />1000 860 14 - 10d x 1 1/2" MTW16 1195 905 14-10d <br />1000 860 14, 10d x 11/2" MTW20 1195 905 14-10d <br />3140 3140 22 - 10d X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPOXY <br />2050 1785 30 - 16d SINKERS LUGT2 2260 1945 30, 10d <br />6280 6280 16-10d 5" EMBED. HUGT2 6280 6280 8.10d 5" EMBED, <br />2)5/8" DIA BOLTS (2) 5/8" DIA BOLTS <br /> <br />24-10d X 11/2" HTW20 1530 1315 24-10d X 11/2" <br /> <br />10 - 10d SPT22 715 8 - 10d <br />12 - 10d SPT24 895 10 - 10d <br />12,10d X 11/2" <br /> <br />FASTENERS <br /> <br />USP MANUFACTURING, INC, <br />CONNECTOR CAPACITY <br />SYP SPF <br />HTA16 1500 1500 <br />HTA16 1500 1500 <br />RT7 585 585 <br />RT3 550 475 <br />HTA2~18 1200 1120 <br /> <br />FASTENERS <br /> <br />13 - 10d x 11/2" <br />13, 10d x 11/211 <br />10 - 8d X 11/2" <br />8 ' 8d X 1 1/2" <br />10, 10d X 1 1/2" <br /> <br />1245 <br />535 <br />605 <br />520 <br /> <br /> w ~~ * <br /> ~ ....J 1Q C=:J 0 <br /> 1.J...c:(0::: (I)~ c:( <br /> '00:::0 Z <br /> w I.J...I.J... (1) .- 0 ~<(CO <br /> ~W~I- (1)U (/) <br /> o Z <br /> ~-O~ ~~ (/) <br />w x~O:::o w (/) <br />() I.J... 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