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V) <br />r— <br />C-0 <br />V � <br />SM PLAN <br />4" <br />ETAIL <br />— 5" CONCRETE BLOCK WALL <br />—5/4" 0.5.8. ROOF SHEATHING <br />—WOOD NAILER, SHOP INSTALLED BY TRUSS <br />MANUFACTURER, tui" HIGH, 5" WIDE (DOJO FIR OR LSL) <br />— 3x4 LSL RAFTER (21y" x SII") <br />—OPEN WEB 577EEL ROOF TRUSS <br />STEEL LEDGER, 08x11.5 WITH %'lox b" LONG <br />HEADED, WELDED STUDS - LAYOUT A5 SHOWN <br />.. BELOW. ... _ . <br />4'-O" <br />4" 4" 4" <br />L_51y" (CONFIRM) <br />�7 <br />—1 0 8�l <br />21-01, I 2'-0" <br />SECTION <br />C-7ep PETA <br />eNi-A <br />4'-0" <br />STEEL LEDGER <br />L5x3x% W/ <br />"0 x b" LONG <br />HEADED, WELDED <br />STUDS AT Woa. <br />PLUS AT 4" FROM <br />END OF EA. RUN. <br />4'-0a <br />— V CONCRETE BLOCK HALL <br />— No 0.5.8. <br />— OPEN WEB STEEL ROOF . <br />TRUSSES WITH WOOD NAILER <br />�mmm� <br />3xb L5L RAFTERS REO'D <br />WHERE THESE WALL TIES <br />OCCUR. SEE ROOF <br />FRAMING PLAN. <br />15'-0" <br />2'-O" <br />41-011 <br />IF EDGE OF PLYWOOD <br />DOES NOT LAND ON WALL <br />TIE RAFTER, SET ROW OF <br />NAILS AT 4"o.c. DOWN INTO <br />3x6 LSL RAFTERS. <br />i <br />STEEL ANGLE WALL TIE, L2x2xl'4 x 15'-0" LONG <br />W/ q/52"41) HOLES, LAYOUT A5 SHOWN IN TOP LEG. <br />SECURE TO CONCRETE BLOCK WALL AND TO 3xb <br />RAFTERS AS SHOWN IN ENLARGED DETAIL. <br />STEEL ANGLE WALL TIE PERs <br />BUT EXTEND FULL LENGTH OF <br />BUILDING. OKAY TO SPLICE <br />L2x2 W/ FE % x Ifj x 6"- LONG. -� <br />DRIVE PINS <br />PNEUTEK SDL4513a, <br />SPACED AT b"o.o. <br />CONTINUOUS STEEL - <br />STRAP, 16 GA, x 2". <br />BUTT JOINTS O.K. <br />NO NEED TO LAP. <br />"85" ELEVATION— <br />PER PLAN <br />SHOP INSTALLED SEATS <br />FOR ROOF TRUSSES. <br />L3x3xIt x b" LONG. <br />"55" ELEVATION <br />PER PLAN <br />00 <br />41 <br />WOOD NAILER ON2 WOOD NAILER, LSL 2142" TALL, '75/4" <br />TOP OF GONG. BLOCK WIDE. (CUSTOM RIP -GUT AS REO'D) <br />(� <br />WALL PERe 'I" I SECURE WITH 9#1lm ANCHOR BOLTS <br />51 AT 52"o.c, COUNTER -BORE TOP I" <br />SET 2- ROWS OF DEEP 50 NUTS 51T FLUSH. EMBED <br />4�0" * EDGE NAILING DOWN -7" INTO WALL, iMINI-WM. 4 <br />INTO NAILER. 3/4ito <br />3/4"=1'-0" <br />rll <br />2- 95 BARS ALONG <br />I /l <br />I -TOP OF CONCRETE <br />TOP OF CONCRETE/(I� <br />Sm Rm CA 95W <br />BLOCK WALL <br />BLOCK WALL. <br />© C.,,e9nt 2002 <br />SLOPES WITH ROOF <br />SECTION_ L D517 <br />�e <br />V4 I�a6 <br />r %807 <br />FIELD CONNECTION PLATE <br />Wx 3"x 419". FIELD <br />WELD AS SHOWN <br />21y" TALL WOOD NAILER <br />5/5" CONFIRM <br />WITH TRU55 <br />MANUFACTURER <br />5TEEL TRUSS <br />DRIVE PINS 4 5TRAP PER ei <br />TOP FLANGE HANGER, <br />SECURE TO LEDGER WITH <br />DRIVE PINS OR BY WELDING. <br />I <br />SIMPSON 505!4x3 <br />SCREWS <br />END PLATE, It"x 212"x 10" <br />W/2- 19(60 HOLES <br />SECURE TO WALL WITH 2- 14"(1) <br />ALL -THREAD ANCHORS, DRILL + <br />EMBED b" INTO CONCRETE BLOCK. <br />SECURE WITH E71MF50N 5ET-EPDXY. <br />1" I" <br />EO. <br />EO. <br />Q.tf <br />Sm <br />ENGINEERING <br />SRSSm A9eaue <br />Sum c <br />Sm Rm CA 95W <br />Tel: (707)544.0784 <br />Fen (707) 5444866 <br />© C.,,e9nt 2002 <br />S/0 <br />OQF <br />KENN <br />HES i <br />45 m <br />c /8E2 _ a <br />STR i <br />�2�T6 <br />I CAltFOQ�\1e <br />n <br />K�R <br />ugba <br />Structural Engineer <br />3 WML D'rbw0 Brod. #= <br />f.i& a GBbmi 94702 <br />Tel: 925/284-2808 <br />Fm 923/28'7492 <br />U <br />Q <br />LL <br />3 <br />cn <br />D <br />O <br />0 <br />cr- <br />J Q <br />Q <br />W <br />Z <br />O <br />Z <br />�Q <br />L <br />LL <br />z <br />O Z <br />V <br />ir _ C <br />Job No: 2002.017 <br />Dawn By: LMc <br />c eokeE By: KH <br />Nb,: 7-3-2002 <br />Revisions <br />By <br />sheat Nw„ee, <br />S7 <br />I <br />7 or 8 = <br />