Laserfiche WebLink
I 2 3 4 5 A 7 8 5 IO <br /> r, <br /> 4.4 HOOKED DOWELC.L.OF COLUMN BEAM <br /> 17-C.L.OF COLUMN @ 12"0.C.,ALONG PER PLAN <br /> PERIMETER,DRILL 8 <br /> SIMPSON ABA46Z EPDXY 4"INTO(E)FTG, COLUMN <br /> F COLUMN TYP.TOPLBOT PER PLAN <br /> 5/8"0 SIMPSON TITEN HD PER PLAN <br /> W/MIN.4'NOM.EMBED. 44 @ 12"0.C.,ALONG DOWELS FROM FOOTING POST BASE 8 ANCHOR (E)(2)2x-\ <br /> 8 MIN.3"EFFECT.EMBED. PERIMETER,DRILL 8 BEYOND PER DETAIL I/5-005 SIMPSON FASQ POST TOP PL OVER <br /> EPDXY 4"INTO(E)SLAB CAP, INSTALL FASTENERS (E)BEAM BEAM <br /> (E)CONCRETE SLAB 7(E)MONOLITHIC PER MFR.REQUIREMENTS <br /> N PER PLAN <br /> ON GRADE ow �r71 __ WALL FOOTING <br /> limn likWil <br /> a 9 __.- <br /> t ., a _ SIMPSON HUC412 <br /> ` I " HANGER,FASTEN TO <br /> )1.... <br /> _ a^ ° o X j,13/4, MEMBERS PER MFR _ <br /> ° REQUIREMENTS <br /> LAP I'-8'MIN. 0 MIN <br /> ,. <br /> '''' 4' <br /> 2" 1CLR. COLUMN \ <br /> (4)A4 EA.WAY PER PLAN `(E)BEAM <br /> PER PLAN <br /> PER PLAN , <br /> E CENTER ON COLUMN <br /> I-----C.L.OF COLUMN <br /> PER PLAN I'-0"MIN. / <br /> -- <br /> V.I.F. <br /> I TYP. I\TERIOT POST FOOTING 2 EXTERIOR FOOTING @ POST 3 BEAM TO POST CONNECTION 4 BEAM TO BEAM CONNECTION <br /> 5-005 SCALE: I-I/2"=1'-0" S-005 SCALE: I-I/2"4-0" 5-005 SCALE: 1-I/2"=(-0" 5-005 SCALE: I-I/2"=1'-0" <br /> SIMPSON A34 <br /> CLIP IN EA BAY <br /> (E)AP MEMBER ��.. `NAS N�0 <br /> $SHEATHING PER -Q <br /> ie <br /> PLAN t.1 41k,'I�� <br /> 2x6 DF42 BLKG IN Cu <br /> BAY ON EA.SIDE OF POST ���" <<‘,s,0104 sEN''44' <br /> `5‘/ONAL di,'7v <br /> CONT.2x6 SIMPSON 02 NT <br /> DPU2 BLKG CLIP <br /> D (2)I6d NAILS @ EA. a <br /> (E)JST PER PLAN -2 <br /> JST,INSTALL AS - KING POST o <br /> TOE-NAILS <br /> PER PLAN <br /> wiz <br /> 1 <br /> w <br /> 4,,,a1,_,70 <br /> J Arl W Nag_ <br /> _I O <br /> _ 2 <br /> 1 - B <br /> T <br /> ,„ <br /> - w,11 <br /> BEAM PER PLAN v <br /> mm� <br /> 5/8"0 LAG SCREW W/ WEI SIMPSON ABU44Z - v <br /> = <br /> MN 3'EMBED.,7/164 `a POST BASE,TYP. <br /> PILOT HOLE REQUIRED -- <br /> _ EQ. I=I EQ <br /> - - <br /> = BEAM PER PLAN <br /> - <br /> C <br /> wl'`3 <br /> 5 TYP. CEILING JST TO BEAM COIN. 0 TY'. <I\G POST CONFECT ON .7 _ NOT USED 8 NOT USED z . N <br /> S-005 SCALE: I-I/211=1'-0" 5-005 SCALE: I-I/2"=11-0" S-005 SCALE: I-I/2'I=1'-0" 5-005 SCALE: I-I/2'=1'-0" wp o 01 <br /> -T- w < <br /> LI - -ET <br /> ' z ,I- IT- <br /> o w <br /> CC w <br /> Q > <br /> J w <br /> B <br /> ISSUED/REVISIONS DATE <br /> SHEET NAME: <br /> STRUCTURAL DETAILS <br /> A —C-1 NOT USED 10 \OT USED II NOT USED 12 \OT USED SHEET No. <br /> - 0 / SCALE: I-I/2"=1'-0" S-005 SCALE: I-I/2"=(-0" 5-005 SCALE: I-I/2"=1'-0" S-005 SCALE: I-I/2"=1'-0" <br /> �50/5 5-005 <br /> COPYRIGUT ©2018 AUE <br /> (5) <br /> , <br />