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VERIFY ROOF PITCH .r <br />ROOF PITCH VARIES PER SUBDIVISIONS _ _: LL <br />'ax r r <br />?; <br />12 .9 12 5 OR 5 <br />v <br />IT IS THE CONTRACTORS RESPONSIBILITY <br />T VERIFY ::. <br />TYP. AT 0 RI ROOF SLOPE REQUIREMENTS <br />ENTRY ` Z � <br />WITH TRUSS MANUFACTURER. N <br />❑ J � N <br />N m �❑1 <br />\ \ w .y <br />S-7 _ TYP. a U) <br />o1,/U.N.O. f' Q ❑ <br />mid-stat L a W a <br />60 1❑� <br />Q 3125 Reynolds Rd., P.O. Box 1606 <br />Z <br />m Eaton Park, Florida 33840 <br />813-665-1309 / 1-800-940-8787 °' ' ❑ <br />1' 0" <. <br />SEE SHEET S-7 FOR NOTES <br />U o <br />Oz <br />N CZU) UJ en 0 <br />❑z�_¢ <br />no-=> <br />HANGEIR SCHEDULE Q N w 0 W <br />0 0` ¢0° <br />z(r000 <br />1-PLY TRUSS = SIMPSON HUS-26 <br />wz <br />2-PLY TRUSS = SIMPSON HGUS210-2 Ln J uj o= <br />w <br />=��Z= <br />3-PLY TRUSS = SIMPSON HGUS210-3 ~ - <br />VAULTED -OR - SKEWED TRUSS z <br />0 SIMPSON LSSU210-2 U) <br />>LO <br />CN t!� = <br />LO Z � � <br />0 <br />N O ¢M <br />� >CN o <br />N W L6 <br />N�0� <br />N <br />18B O �+ Lu <br />18B S-5 Q <br />S-5 O J z z Iz LLJ o <br />N e Q (� } � z <br />_ Q i- O <br />��yy z <br />LL_ M z ui <br />zFn <br />LO sR �1 o Z o <br />v 0 O moo <br />o ow0 <br />QN �0�LL <br />o uw <br />w <br />r- _ W L ¢ <br />z (� m = <br />\ W O z <br />�,i7 O � v <br />N - - - - - - - - - - - - T11 - - - - - - - - - - ' ^ C Z <br />u J G J }o� <br />G uj <br />� / Z o z o <br />11'-4" O 18'-8" LU Q O a- z o <br />>. J U (n Z = <br />ATYP. 1 <br />U.N.O. 30'-0" S-4 EL <br />j(8-10dSHEET NO. 0TRUSS FLAN IIIo 0 <br />6 <br />❑ N 0 <br />2 SCALE: 1/4" =1'-0" � OF 0 <br />* MINIMUM 3" MEMBER ^' <br />** REACTIONS ARE FOR ROOF LOADS ONLY ` V 2 5 m <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE w o <br />THE PLATE OFF OF THE TRUSS. LAST PLOT DATE N <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. > March 11, 2005 <br />z® <br />J TRUSS PLAN III <br />— — <br />— — <br />— — — — — <br />— — <br />— — — — <br />— — <br />— — <br />01 <br />o <br />;01A <br />UPLIFT VALUES &CONNECTORS <br />ZONE <br />UPLIFT <br />CONN. <br />❑1 MWFRS <br />< 18101BS. <br />COMP. & <br />CLAD <br />< 1810 IBS. <br />— <br />OA <br />MWFRS <br />< 1174 IBS. <br />SEE 5E.1/S-7 <br />® MWFRS <br />< 9901BS. <br />OG <br />❑5 <br />0 <br />0 <br />❑7 <br />0 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SYP SPF <br />FASTENERS <br />SYP <br />SPF <br />A <br />HETA16 <br />1810 <br />9 - 10d x 1 1 2" <br />HTA16 <br />1500 <br />1500 <br />13 - 10d x 1 1 2" <br />B <br />HETA20 <br />1810 <br />9 - 10d x 1 1 2" <br />HTA16 <br />1500 <br />1500 <br />13 - 10d x 1 1 2" <br />C <br />H2.5A <br />600 <br />535 <br />10 - 8d <br />RT7 <br />585 <br />585 <br />10 - 8d X 1 1 2" <br />D <br />H3 <br />455 <br />320 <br />8-8d <br />RT3 <br />550 <br />475 <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1 2" <br />HTA20-18 <br />1200 <br />1120 <br />10 - 10d X 1 1 2" <br />F <br />HHETA20 <br />2235 <br />12 - 10d x 1 1 2" <br />G <br />H10 <br />990 <br />850 <br />16 - 8d x 1 1 2" <br />RT16 <br />1030 <br />945 <br />8-8d X 1 1 2"& 8-10d <br />H <br />MTT28B <br />4455 <br />4455 <br />24 - 16d <br />MTS278 <br />46$5 <br />4029 <br />24 - 16d <br />J <br />HTT22 <br />5260 <br />5260 <br />32 - 16d SINKERS <br />HTT22 <br />5370 <br />4618 <br />32 - 16d <br />K <br />HD2A * <br />2775 <br />2570 <br />5 8" DIA. BOLTS <br />TD2 <br />3435 <br />2954 <br />2 - 5 8" DIA. BOLTS <br />L <br />HD5A * <br />3705 <br />3130 <br />3 4" DIA. BOLTS <br />TD5 <br />4180 <br />3594 <br />2 - 3 4" DIA. BOLTS <br />M <br />HD6A * <br />4405 <br />3680 <br />7 8" DIA. BOLTS <br />TD6 <br />6655 <br />5779 <br />3 - 3 4" DIA. BOLTS <br />N <br />LU 6 <br />1165 1115** <br />780 875 ** <br />8 - 10d x 3" <br />JUS26 <br />510/740 <br />440/695 <br />