Laserfiche WebLink
¢vmoxs <br /> TYPICAL BASE PLATE CONNECTIONS <br /> TO SLAB ON GRADE TO STD. WEIGHT CONCRETE TO WOOD BEAM/TRUSS <br /> OPTIONAL, = <br /> FASTENERS, (2) 3/8• LAG SCREWS W/ 3-1/2• EMBED <br /> (4) 1/4• HILT[ •KWIK INTO BEAM/TRUSS (TYP. EACH BASE <br /> BOLT II• W/ 2• PLATE) <br /> EMBED OR (4) 1/4• PRE-DRILL FOR LAGS <br /> DIA. RAWL <br /> MUSHROOM HEAD <br /> .. ° SPIKES W/ 1-1/4• a a. <br /> EMBED. <br /> ° a MIN. ANCHOR ° <br /> SPACING SHALL BE a FASTENERS, ao <br /> FASTENERS 2.5• (4) 3/8• LAG SCREWS W/ 2-1/2• MIN. uj <br /> (4) 1/4• DIA. HEX-HEAD MIN. EDGE DISTANCE EMBED INTO TRUSS/BEAM {TYP. EACH a <br /> SHALL BE 3.0• <br /> TAP-CONS WITH 1-1/2• BASE PLATE) # <br /> MIN. ANCHOR SPACING, 2.5 = <br /> hmbhu MIN- FOGE DISTANCE • _TYPICAL CONNECTION TO STEEL JOIST JOIST STIFFENER REQUIREMENTS a Ad <br /> - - - s - dk <br /> VAN <br /> FASTENERS OPTIONAL <br /> (4) HILTI MODEL •EDS22P10 x (4) @14 HEX HEAD pp <br /> 3/4• LG POWER DRIVEN SELF TAPPING TEK WAVE ENGINEER OF RECORD y <br /> FASTENERS (TYP. AT EA BASE SCREWS SIZE�MFORCEMENT r✓� <br /> PLATE) OF STEEL BAR JOIST <br /> CONCENTRATED LOAD mom +. <br /> w <br /> PROVIDE ANGLE BRACE ANGLE TO JOIST FIELD ON TOP CWORD OF <br /> JOIST.(C00RD.LOC'S) t VEAFY ALL AND DETAILS W/\ECH CONTRACTOR BEFORE <br /> RING G LOAD IS LOCATED 0.ELDMG SHALL BEM FABRICATION. <br /> 1j) <br /> BETWEEN PANEL POINTS. ACCORDANCE N/S IMS WAVE ENGINEER OF RECORD ^ 1� <br /> SIZE REINFORCEMENT ROOF TOP IANIT FRAME 6CWMXLE <br /> OF STEEL BAR JOIST LUT UB6Nt AN"an <br /> 0-U6 L93 I6zt NVE ,,�tp1111pE�Q <br /> TWAVE=';'EN0INEER <br /> NB6-twoIB& tA:4.I(4WAVE ENGINEER OF RECORD 1w1-606D IDQ, 16id616 1 YIE8 �pSIZE REINFORCEMENT �� �' !OF STEEL BAR JOIST �'eow LK UbdeA6 NO 745M <br /> 5EE PLANFOR OF RECORDINFORCEMENT ROOF TOP UNIT FRAMINGSIZE AND SPAEL BAR JOIST i9 STATE OF •�*&JS <br /> 0i'. <br /> (TYP) ' p � <br /> __ i <br /> e e oie <br /> TOP PROVIDE <br /> LOAD 16 LoACTED �����RUCTURE��GER ROOF ,,,,� ONAL <br /> BE11lEEN PANEL POINTS. OF <br /> SNORTING THE DUNFB8IVE POW LOAM �� 111tt <br /> STEEL JOIST REINFORCING DETAIL STEEL CWRAM OR BTE&TUBE MAY BE eR«ATua RT-4 <br /> SUMMUTED FOR STEEL ANGLE BIBS SHOWN <br /> BOMB NONE ABOVE. .41.tux sale 4 4 <br /> v _ <br />