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TYPICAL BASE PLATE CONNECTIONS <br /> TO SLAB ON GRADE I_TO.STD.W.E[QHT CONCRETES TO WOOD BEAM/TRUSS <br /> OPTIONAL• ' r <br /> ASTEN (2) 3/8' LAG SCREWS W/ 3-1/2' EMBED <br /> y'(4) fl4' HILTI 'KW1K INTO BEAM/TRUSS (TYP. EACH BASE <br /> BOLT 11' W/.2' PLATE) <br /> EMBED OR (4)' V4• PRE-DRILL FOR LAGS <br /> DIA. RAWL <br /> MUSHROOM HEAD = <br /> 4 SPIKES W/1-1/4• <br /> EMBED. <br /> MIN. ANCHOR <br /> SPACING SHALL BE ° FASTENERS <br /> FASTENERS! 2•b' (4) 3/8' LAG SCREWS W/ 2-1/2' MIN. 1� , <br /> EMBED INTO TRUSS/BEAM (TYP. EACH <br /> (4) V4' DIA. HEX-HEAD MIN..EDGE DISTANCE R <br /> TAP-CONS-WITH 1-1/2' SHALL BE 3.0' BASE PLATE) <br /> MIN. ANCHOR SPACING- 2.b' <br /> g z <br /> TYPICAL CONNECTION TO STEEL JOIST JOIST STIFFENER RECIUIREMENTS QUl <br /> o 0 > <br /> tr <br /> FASTENERS, OPTIONALI <br /> (4) HILTI MODEL NEDS22P10 x (4) w14 HEX HEAD O <br /> 3!4• LG POWER DRIVEN SELF TAPPING TEK <WAYE80MR OF RECORDFASTENERS (TYP. AT EA BASE SCREWS EI E Nr e✓R) <br /> PLATE) OF STEEL BAR JOIST <br /> CONCENtRA.TED LOAD Hp a` <br /> UM R ALGA BRACE ANGLE TO JOISWALL FIELD ON TOP CNORD OF JOIST!COORD.LPCSJ t VEgfY ALL OM AND OETAES W114EM CONTRACTOR WOW N <br /> BETU NWG LOAD O LOCATED SEEDING SHALL BEM FANRCATIOX g <br /> BETUEEN PANEL FONTS, AOCC7RDANCE W/SPEG'S NAVE ENGMEER OF RECORD task <br /> SIZE REPFORCEI'tENT ROOF TOP tt6T I R".ScHm" <br /> . OF STEEL BAR JOIST tKT WEMIT ., $ROE aka <br /> ��`+ mt'tsoo lllLL LIxaV1 tt1�.'otttit Qttrt1f/J <br /> BIERECFO TErO =-I=t1LL, La4a ltLLRJ <br /> •. <br /> OF STEEL BAR JOIST LOST-f00SU1LL LOW/1 �-`-( No T<6�8 I*'•„ <br /> NAVEEIYaP1EEROF,RECORL? 9t <br /> SEE PLAN FOR JOIST SIZE RENd-0RCEt1ENT ROOF TOP UNIT FRAMING 1 <br /> SUE AND 6PACtNG. OF STEEL BEAR JOtST _ 9 L STATE OF r,�4+: <br /> (TYpia s a <br /> COOMNATE WMI4 GTRUOnaE%L ENNAEAI PFIOR- `•�'"�S;c( pT. Z',,+►` u smw <br /> PROVIDE ANGLE BRACE LINEN TO aTARTNO COIIGTRUCTgN FOR WifiFA ROOF QN H 1.•+•�'�•O�,��r�, i NLM <br /> LS,AGD TOP� PF w,0iBETUOP MPAtE�t TTAT TN a OMAL aF sell' <br /> aUPPORtm TTE MEmam PCNT LOAM s <br /> STEEL JOIST REINFORCING DETAIL OTm CNAINEL OR ISTM T%1W.MAY Be tttaruTtAsLLOO RT-4 <br /> SUaaWUM FOR USEL A"S am MOWN <br /> acmz wom ABOW= CA w mw q q <br />