Laserfiche WebLink
MIX -1 RIA" MIA <br />rA A <br />LOCATE ANCHORS <br />AT MID -DEPTH OF <br />BEAMS <br />A <br />GIRO <br />061A�ROOF GIRDED _DRAGSTRUT CONNECTION <br />(E) FLOOR SHTG <br />PLATE, REF <br />DETAIL 16 / S6.02 <br />(N) CONC WALL <br />t9wr 9 99� �lr,r,v, <br />THREADED ROD EA <br />SIDE OF BEAMS <br />3 SIDES <br />3/16 <br />4x10 DF2 W/ SIMPSON HU46 <br />HANGER EA END CENTER ON <br />1" TYP-, , /--3" TYP SIDE 3x10's <br />f <br />1 1/2 <br />1 <br />1 L3x3x1/4 AT 4'-0" OC AND <br />'WITHIN 2'-0" OF CONC <br />WALL ENDS <br />3/4" DIA BOLT <br />1 <br />- <br />N <br />L5x3x3/8 x 0' 4" AT 4` 0" OC W/ <br />SIMPSON TITEN HD 5/8x5 <br />SCREW ANCHOR TO WALL <br />B C <br />N N WALL UTp F-PLANE B ING <br />S6.06 99 �.9��f9 <br />3x10 x 2'-0" DF#2 W/ (5) 0.162"x3 1/2" <br />NAILS EQ SPACED AND 1 1/2" <br />FROM ENDS, TYP <br />PL 1/4x5x1'-1" W/ (8) SIMPSON <br />SIDS 1/4x3 SCREWS <br />(E) FLOOR JOIST, TYP <br />(E) STUD WAL <br />0.148" DIA x 3" <br />AT 8" O <br />(N) 2x6 DL#2 <br />AT <br />(E) <br />FRAM11' <br />(E) FLOOR ASSI __ <br />PONY WALL AT STAIR LANDING <br />11f 1-011 <br />DBL TOP PL <br />(N) FULL HT 2x6 DF#2 <br />STUDS AT 16" OC, SISTER <br />ONTO EXTG STUDS WITH <br />(2) ROWS 0.148"x " NAILS, <br />REF 3 I S6.01 <br />DEMO (E) DBL TOP PL, VIF <br />SIMPSON H2.5A CLIP <br />PER BLOCK <br />(E) STUD WALL.-, <br />2x6 AT 16" OC, VIF <br />NY WALL AT STAIRS AND LANDING <br />(N) HD12 ANCHORS <br />LOCATE ANCHORS <br />AT MID -DEPTH OF <br />DRAG STRUTS <br />(N) SIMPSON HD12 <br />ANCHOR EA SIDE OF <br />BEAM WITH (4) 1" DIA <br />THRU-BOLTS, TYP <br />(N) 1 1/8" DIA A36 THREADED <br />ROD EA SIDE OF BEAMS, <br />DRILL 1 1/2" DIA HOLE THRU <br />EXTG GIRDER, TYP <br />S <br />8' 0" MAX (VIF) <br />• <br />TAIR OR <br />DING FRAMING <br />_OCKING <br />8" OC <br />'- (N) DRAG STRUT, <br />REF PLANS <br />SIMPSON HUCQ <br />HANGER, TYP <br />(E) FLOOR GIRDER, <br />REF PLANS <br />(N) DRAG STRUT, <br />TYP <br />NOTE: (N) FLOOR BEAM, REF PLAN <br />FI=OOR DECKING ARID <br />SHEATHING NOT SHOWN f- (E) CANT FLOOR BEAM <br />FOR CLARITY <br />1 1/2' <br />3" <br />3" <br />2" <br />0 <br />0 <br />n_ <br />a <br />N <br />60 <br />BEARING PL 3/4" x 6" x 10" <br />(E) COLUMN ARID <br />x COLUMN CAP TO REMAIN <br />NEW FLOP BEAM TO EXISTING FLOOR BEAM <br />sj Ir o rg t-014 <br />(E) COLUMN AND <br />COLUMN CAP TO REMAIN <br />(E) 1/2" GAP BETWEEN BEAMS <br />(N) FLOOR BEAM, REF PLAN <br />(E) CONT - <br />FLOOR BEAM 1 1/2 <br />/ 0„ t/3„ 3" <br />PL 3/8" W/ (30) 1/4" DIA <br />x 5" SIMPSON SDS _ -- ----- <br />SCREWS EA SIDE OF ® g45 <br />(N) BEAM TO (E) BEAM <br />sYa <br />cv <br />I1 <br />Q w � <br />0 <br />m <br />W <br />------- <br />SIDE PL 3/8" x 8" <br />EA SIDE W/ (2) 3/4" <br />DIA THRU-BOLTS <br />BEARING PL 3/4" x 6" x 10" <br />(E) COLUMN AND <br />COLUMN CAP TO REMAIN <br />PL 318" W/ (30) 1/4" DIA <br />x 5" SIMPSON SIDS <br />SCREWS EA SIDE OF <br />(N) BEAM TO (E) BEAM <br />SIDE PL 3/8" x 8 <br />EA SIDE W1(2) 3/4" <br />DIA THRU-BOLTS <br />NOTE: <br />FLOOR DECKING AND <br />- SHEATHING NOT <br />i <br />SHOWN FOR CLARITY <br />1 1/2" <br />E_� <br />C> <br />C3 <br />0 <br />Ca <br />o <br />C) <br />o <br />a <br />C:) <br />C) <br />CD <br />C? <br />CD <br />CD <br />C) <br />C> <br />CD <br />CD <br />o <br />(D <br />C) <br />n <br />0 <br />CD <br />o <br />Ca <br />oho <br />0 <br />NEW FLOOR BEAM TO EXISTING FLOOR BEAM <br />BEARIN( <br />TO SIDI <br />9S6.06 <br />PROVIDE 3/4" HORIZONTAL <br />SLOTTED HOLES FOR <br />SCREWS ON ADJACENT BEAM <br />(E) GLULAM COLUMN AND <br />COL BASE WHERE OCCURS <br />(E) FLOOR BEAM <br />(E) GLULAM COLUMN AND <br />COL BASE WHERE OCCURS <br />r <br />a <br />FROELICH <br />E N G I N E E R S <br />17700 SW Upper Boone Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />froelich-engineers.com I FE# 19-T172 <br />CONSULTANT <br />Uj <br />0 <br />0 <br />< 'T <br />00 <br />0 <br />IOU <br />0) <br />z <br />WL <br />TITLE <br /># DATE <br />DESCRIF <br />B 5/20/2020 <br />PERMIT R <br />C 5/20/2020 <br />PLAN REV <br />E 7/29/2020 <br />PERMIT R <br />TION <br />_VIEW 1 <br />ISIONS <br />_VIEW 2 <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />r <br />0 2020 OTAK, INC. <br />If this drawing is not 24"x 36", it has been <br />reducedlenlarged. Scale accordingly. <br />NEW DRAG STRUT CONNECTION <br />1 91 0 1 f-011 <br />