Laserfiche WebLink
STEEL CHANNEL <br />LEDGER. TYPICAL <br />ALONG <br />SLOPE UNIF LY <br />BETWEEN "B5" ELEVATIONS. <br />STEEL ANGLE LEEpOEFt. — <br />TYPICAL ALONGI �3 SEE <br />SLOPE UNIFORMLY <br />BETWEEN "B5" <br />ELEVATIONS. <br />ROOF JOISTS:\Zt% <br />VULGRAFT 2eK6__ - <br />SPACED AT 46"o.c. Mew An onN <br />res STM Tfueaf5 MOTH VOW NMLERS <br />ON TOPJ EACH TRUSS SHALL BE <br />DESIGNED FOR 2.8 kips OF <br />TENSION. (A.SD. PROCEDURE) <br />SKYLIGHTS, COORD. W/ <br />ARCH. DADS. <br />ROOF 5 LOOKEN6: 4;" O.S.B., <br />FULLY BLOGKED,.IOd.• 4" <br />E.N. + 12" F.N. TYPICAL <br />THROUGHOUT. <br />3x4 LSL RAFTERS AT 4'o c. <br />SET IN SIMPSON HANGERS. <br />SWITCH TO 3xb LSL RAFTERS <br />IN HALL TIE LOCATIONS AS <br />5HOWN. <br />19' LONG WALL TIE SIM. TO sT <br />(4 PLACES ON GRID d. <br />EXTEND WALL TIE FULL --. <br />LENGTH OF BUILDING IN TWO <br />LOCATIONS SHOWN. 5ECURE <br />TO HALLS AT O2 PERe <br />s1 <br />O BS= <br />USE THIS FOR ROOF TRUSS LAYOUT <br />AND LEDGER FABRICATION. <br />p 2 <br />Dk 0A ��b�k <br />Ya <br />4'-0" 4'-0" <br />I <br />SPACE TRUSSES SHALL BE FABRICATED AS SHOWN <br />ON SHEET 56. THE TOP + BOTTOM PLANES SHALL <br />BE A &RID OF 3"x 3" TUBE STEEL. THE WEB <br />MEMBERS SHALL BE IV"x I!t" TUBE STEEL. THE <br />ENTIRE ASSEMBLY SHALL SLOPE AT 1k"/ FT. <br />AWAY FROM THE BUILDING. <br />ROOF DECKING ON SPACE TR 156 SHALL BE <br />&ALVANIZED 20 &A. x 1446" TALL "DEEP VERGOR" <br />AS MANUFACTURED BY VERGO. GALVANIZING <br />SHALL CONFORM TO ASTM -A525-690. SECURE <br />WITH 5ELF TAPPING, STAINLESS STEEL SCREWS EA. <br />WITH NEOPRENE WASHERS, SPACED AT b"o.c. AT <br />ENDS AND EDGES AND 12"o.c. ALONG FIELD <br />SUPPORTS. <br />NOTE: <br />"BS" = BOTTOM OF SHEATHING ELEVATION, ALSO <br />= TOP OF STEEL LE06M ELEVATIONS. <br />"LSI-" = ENGINEERED LAMINATED STRANDED LUMBER <br />AS MANUFACTURED BY TRUSJOIST MAG MILLAN. <br />4'-O"o•c. <br />ROOF FRAMING PLAN <br />I/b"=I'-O" <br />i Lw <br />15' LONG WALL TIE <br />(4 LOCATIONS ON &RID OB ). <br />NORTH SPACE TRUSS <br />(16'-5" x 31 <br />EAST SPACE TRU55 <br />(32'-3" x 601311) <br />3 6 6 6 3 <br />N <br />!q" / 12" \ <br />STEEL ANGLE, Lbx4 x V2 <br />x 2'-0" LON& W/4- 44"0 <br />x b" LONG HEADED, WELDED <br />STUDS AND 5- Iy'x 242"x 2V2' <br />TRIANGULAR GUSSET PLATES. <br />2— EXTRA #5 BARS <br />,LON&,',,NE5TLED A&, <br />5ND5' <br />4e <br />4" <br />3 L 6 1 6 1 6 , 3 <br />PLATE, )`4"x 4" x 2'-0" <br />W!B- Wx 211Vx 242" <br />TRIANGULAR GUSSET <br />PLATES. <br />44" / 12" / CORRU&. &ALV. <br />! STEEL DECKING <br />4- Tbm STAINLESS SPACE TRUSS PER <br />STEEL BOLTS SHEET 56 <br />CONNECTION DETAIL - SPACE TRUSS TO WALL <br />1 1/2"=1'-0" -- - <br />ST. STL. SCREWS <br />® 12" (FIELD) <br />0ORRU6. 6ALV. <br />STEEL DECKING <br />ST. STL. SCREWS <br />® 6" (ENDS + ED&E5) <br />SPACE <br />TRU55 PER <br />SHEET 55 <br />CONNECTION DETAIL - SPACE TRUSS TO COLUMN <br />I I/2"=1'-0" — <br />AM <br />ENGINEERING <br />US Boamo4 Avenue <br />sukoc <br />8mm Rm a 95404 <br />Tel: (707)544-0784 <br />Fm (707)544-0866ry. <br />© Copyright 2002 <br />O <br />Of S)0H <br />e KEN T yc <br />U$' S <br />SE26 m <br />,•12/3],04 z <br />�l4 S7R tUP �\ <br />TE OC ,CALYFOR <br />-Kgnn HughlI R <br />STRUCTURE, ENCNEER <br />3MMc IBeti1=Bl a.. mai <br />LeBe� as6=e'r 9{702 <br />T& M/Z84.28a8 <br />r <br />J <br />U <br />Q <br />LL <br />w <br />Q <br />D <br />0 <br />0 <br />Q <br />—i ere <br />Q Q <br />I <br />Z =1 <br />Q eer® Z <br />u- 5q <br />8 0 z <br />Job W 2002.017 <br />Dr"." By: Lc <br />cbebwe By: KH <br />Dote: 7-3-2002 {! <br />Revisions ey <br />Sheet Number—I <br />S3 <br />3.f €i -] <br />6" LONG SECTION OF TS Sx3x i4 <br />`fl <br />TOP OF <br />wLlm+ <br />CENTERED ON JOINT IN LOWER <br />+13'-11" <br />• NORTH CANOPY <br />'- <br />PLANE OF SPACE.TRUSS <br />., ;. .. .. ... ,.. • ... .. <br />" <br />+13'-T" • SOUTH CANOPY' <br />- <br />CONCRETE COLUMN A/ EMBEDDED <br />STEEL PLATE PER Q) <br />)�" • 'N <br />r 9 <br />CONNECTION DETAIL - SPACE TRUSS TO COLUMN <br />I I/2"=1'-0" — <br />AM <br />ENGINEERING <br />US Boamo4 Avenue <br />sukoc <br />8mm Rm a 95404 <br />Tel: (707)544-0784 <br />Fm (707)544-0866ry. <br />© Copyright 2002 <br />O <br />Of S)0H <br />e KEN T yc <br />U$' S <br />SE26 m <br />,•12/3],04 z <br />�l4 S7R tUP �\ <br />TE OC ,CALYFOR <br />-Kgnn HughlI R <br />STRUCTURE, ENCNEER <br />3MMc IBeti1=Bl a.. mai <br />LeBe� as6=e'r 9{702 <br />T& M/Z84.28a8 <br />r <br />J <br />U <br />Q <br />LL <br />w <br />Q <br />D <br />0 <br />0 <br />Q <br />—i ere <br />Q Q <br />I <br />Z =1 <br />Q eer® Z <br />u- 5q <br />8 0 z <br />Job W 2002.017 <br />Dr"." By: Lc <br />cbebwe By: KH <br />Dote: 7-3-2002 {! <br />Revisions ey <br />Sheet Number—I <br />S3 <br />3.f €i -] <br />