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FOUNDATION NOTES <br />1. SEE SHEET S16 FOR FOUNDATION NOTES. <br />H OLDC! W N TABLE <br />SEE SHEET Stu FOR HOLDOWN TABLE <br />I FOOTING TABLE <br />SEE SHEET S16 FOR FOOTING TABLE <br />t <br />FLOOR & ROOF FRAMING NOTES <br />1. SEE SHEET S16 FOR FLOOR AND ROOF FRAMING NOTES. <br />SHEARWALL COMPONENT TABLE <br />1. SEE SHEET S16 FOR SHEARWALL COMPONENT TABLE <br />FOUNDATION <br />SCALE 1/8"=1'-O" <br />m <br />LONG LEAD TIME FOR SPECIAL - <br />TRUSS CONFIGURATION. TRUSS <br />MANUFACTURER TO REVIEW <br />PROMP rLY AND VERIFY <br />CONFIGURATION W/ ARCH <br />& ENGINEER. <br />NQTEo SEE FOUNDA11ON PLAN FOR <br />HOLDOVMN LOCATIONS. <br />ALIGN TRUSS W/ <br />MAIN <br />LIBRARY <br />INSTALL 2x_ BLKG <br />SIMPSON ST6236 <br />TRUSS INSTALL <br />2" x <br />20GA STRAP <br />BETWEEN TRUSSES <br />STRAP @ PLATE <br />W/ 0.131"0 NAILS 0 12" O.C. OVER <br />UNDER STRAP <br />DISCONTINUITIES <br />TRUSS & BLKG BELOW. <br />ABOVE <br />8 PLS) <br />-- <br />P.E. SCISSOR <br />TRUSSES m 24" O.C. <br />❑ �� <br />H =, �_ <br />ji I I <br />_ <br />6x12 <br />IJ <br />" <br />1 <br />S15 <br />❑ <br />U. .0 <br />❑ <br />w <br />/ <br />- .`.` V) <br />mb <br />\° <br />212 <br />24 <br />2 <br />JCL � o ►:: <br />0 <br />1 <br />24' O.C. <br />24' 0. C. <br />oN <br />Ii <br />ON <br />LiQl( 6 <br />6 <br />I•I d. M i r <br />% <br />Q_ <br />N B <br />D H; SI <br />S15 <br />1 <br />S15 <br />n <br />2 <br />?} <br />I I N <br />IL 3�31"T7i•£� { <br />LSEE <br />1t s <br />NOTE 4 IN -1 ❑ <br />❑ <br />SHEARWALL# TABLE <br />4 <br />YJI <br />S13 <br />Y <br />4 -7 <br />jAUs}R <br />❑J <br />; I <br />6x1�2 <br />TYP <br />7 6 <br />"1 <br />r <br />4x12 ", S15 <br />C. BUILDING "- <br />2 <br />O <br />Ancl e3pr50n <br />0 <br />ROOF I <br />SCALE 1/8"=1'-O" <br />NOTE: SEE ARCH REFLECTED CEILING PLAN <br />FOR VAULTED / SLOPED AREAS IN <br />AEROBIC ROOM. <br />m P.E. SCISSOR <br />TRUSS (VARIES)j' <br />I <br />-- -- <br />----- <br />W <br />---. n <br />' U <br />I � <br />1 <br />I:I <br />rl ; <br />w <br />:I � <br />I:I D I <br />o <br />I 0 <br />oU <br />a <br />O ; <br />0 <br />F- I U <br />N I:I <br />ldj D I:I <br />G.T. <br />_ I <br />w <br />Iy;I <br />20 <br />o Ln N I <br />0 <br />O ' a <br />S13 <br />® <br />i <br />I <br />TYP. <br />v----- <br />--- -- <br />c� <br />a w w <br />a a <br />��-1-----w ---- ---------- o wJl <br />J W U II <br />x p ALIGN —y�__� I <br />TRUSS W1 I:r—_ _===-- <br />o rl a' SHEARWALL II•I <br />r <br />1 `IL----X— <br />-- ------ l L <br />r---- ----------- <br />d 7 9 <br />S13 I:I <br />�•I <br />P ;I <br />6x1 AA <br />I� I 4 <br />i 1 2x8 <br />RO F <br />RAFTERS <br />02"O.C. <br />� <br />i4o6X1ryL+6 <br />4 <br />P <br />4 KING/ <br />ST <br />1 <br />6+ <br />co <br />In <br />x1 <br />o <br />� U <br />� O <br />0 <br />ti <br />ON <br />a <br />r <br />1 <br />S15 <br />_ <br />A <br />D <br />L 73 <br />❑ <br />C <br />6x6 POST W/ EPC66 POST <br />CAP AND CB66 COLUMN <br />BASE. OPTIONAL TO USE <br />LCB66 OR PBS66 POST <br />BASE. <br />AMIN <br />,n1% 4 <br />1 y S13 <br />P.E. SCISSOR <br />TRUSSES 0 <br />24' D.C. <br />1 <br />II <br />}6• ,I <br />II <br />II <br />I <br />DOT SHADING INDICATES <br />OVERFRA;AING (TYP) <br />INSTALL 2x_ BLKG <br />BETWEEN TRUSSES <br />UNDER STRAP <br />ABOVE <br />:D <br />� C.i I'I A <br />LI <br />� O I•I <br />`0 N 20 <br />0 <br />TYP <br />0 <br />ALIGN TRUSS W/ MAIN LIBRARY <br />TRUSS INSTALL 2" x 20GA STRAP <br />W/ 0.131"0 NAILS @ 12" O.C. OVER <br />TRUSS & BLKG BELOW. <br />PLAN - REC. BUILDING TO POSTING FEB 17 2110;, <br />10101 7"' Ave SE <br />Structural Ei-tgineeri-ng Consultants <br />. - r <br />16 <br />c m <br />Im W J <br />z <br />W <br />Z <br />�ZZw <br />� J L. <br />�a6 <br />V � <br />a. z 0 <br /><Lu <br />��U <br />J <br />LjLLw2 <br />UJLL>Q <br />O W � <br />0 <br />LL <br />�v <br />Z <br />0 <br />LL <br />W <br />0 <br />W <br />r- <br />2 <br />0 <br />V) <br />w <br />O <br />Z <br />4 <br />a <br />Y <br />tr <br />Q <br />w <br />a <br />z <br />r <br />GJ <br />a <br />x <br />Z <br />n <br />cl <br />1im■ <br />0 <br />rn <br />0 <br />C) <br />C) <br />co <br />CQ U) <br />E- C n <br />En w a <br />m <br />x z a <br />o z US z <br />zco <br />r 02 <br />co <br />rn <br />ci <br />:° m <br />m w <br />C .� <br />0� <br />-I•' <br />N <br />(� <br />'v <br />r <br />n <br />(y w <br />V <br />O •� <br />U <br />o <br />00 <br />Nw� <br />0 <br />U <br />C a <br />1m <br />IY <br />00 <br />0) <br />N <br />!n <br />I <br />C� <br />QI <br />� <br />N <br />0 <br />pj <br />w <br />LLJ <br />0 <br />Lv <br />m <br />CD <br />3 <br />Z'_ <br />CD <br />3 <br />ILL) <br />(~no <br />0 <br />(Y <br />a- <br />0-5 <br />LJ <br />C] <br />Q <br />0_ <br />0 <br />:D <br />V) <br />Ld <br />~ L� <br />O <br />SUB <br />MITTAL,, <br />RA C <br />THESE DRAWINGS A <br />REASiONS,BENDING <br />yREMEW. <br />ONLY <br />RUC-11 ON <br />IECT TO <br />JURISDICTIONAL <br />R <br />