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(N) ROOF <br />REF <br />(N) <br />NEW ROOF GIRDER CONN. <br />�EW COLUMN TO ROOF BEAM <br />q P, � q Prjfr <br />FLOOR EDGE NAILING <br />CONT 1 3/4" LSL RIM <br />NON -BEARING METAL <br />STUD WALL, REF ARCH <br />FLOOR TOPPING, <br />REF ARCH <br />FLOOR SHTG, <br />REF PLAN <br />FLOOR JOIST, <br />I I REF PLAN <br />I I <br />WEB STIFFENER <br />I (IF READ) <br />� I <br />BEARING METAL STUD <br />WALL, REF PLAN <br />FLOOR JOIST PERPENDICULAR TO CFS WALL <br />1 if = 1140" <br />NON -BEARING METAL <br />STUD WALL, REF ARCH <br />0.148" x 3" NAILS AT 4" <br />OC TO BLKG <br />I ( FLOOR TOPPING, <br />REF ARCH <br />i I <br />FLOOR EDGE NAILING j ( FLOOR SHTG, <br />REF PLAN <br />CONT 1 3/4" LSL RIM <br />_ r <br />FLOOR JOIST, <br />REF PLAN <br />BEARING METAL STUD — <br />WALL, REF PLAN I ( <br />I -JOIST BLKG AT <br />48" OC <br />I I <br />I <br />3/4 OF TYP <br />JOIST SPACING <br />FLOOR JOIST PARALLEL TO CFS WALL <br />�t <br />THING <br />BENT PL 1/8" x 3" L x CONT W/ 3/8" <br />THREADED POD AT 12" OC W/ 3" <br />�J EMBED INTO TILT -UP W/ DEWALT <br />PURE 110+ EPDXY <br />1/2" MAX POLYCARBONATE AND <br />ATTACHMENT, BY OTHERS <br />PL 1/4" EA SIDE <br />1 (2) 3/4" DIA THRU- <br />rS TO COLUMN <br />'L COLUMN, <br />REF PLANS <br />f r_— 0fr rl t~ 0C Tlifl <br />ING <br />(E) 5 1/2" CONCRETE <br />TILT -UP <br />CANOPY BENT PLATE <br />sj fP s$ 9m("�PI <br />SIDE PL 1/4x7x0'-8" WITH (6) <br />SIMPSON SIDS 1/4x2 1/2 <br />SCREWS TO POST, STAGGER <br />TYP EA SIDE OF POST <br />(N) FLOOR BEAM EA SIDE OF FA — <br />GIRDER, REF PLANS <br />DEMO (E) PORTION OF <br />SHEATHING, BEAM AND COL <br />CAP AT EDGE OF COLUMN <br />(N) GL COL <br />(E) FLOOR GIRDER <br />SIDE PL 1/4x5x0'-8" WITH (6) <br />SIMPSON SDS 1/4x2 1/2 <br />SCREWS TO POST, STAGGER \ <br />TYP EA SIDE OF POST <br />f IPA <br />TYP <br />3/16 <br />(E) FLOOR <br />SHEATHING <br />(E) FLOOR <br />(N) GL COLUMN GIRDER BELOW <br />1" TYP <br />CENTER NEW POST <br />BASE PL ON EXISTING BEAM <br />1!' <br />TYP <br />SIDE PL, TYP <br />SECTION <br />N _W COLUMN TO FLOOR BEAM <br />(N) GL COLUMN, <br />REF PLANS <br />4x10 W/ SIMPSOP' <br />HU46 HANGER <br />SIMPSON A35 CLIPS AT 16" OC V <br />PH6121 #6xl/2" SCREWS TO SHT( <br />16" WIDE WEB FILLER EA SIDE <br />GLUED AND NAILED W/ (4) 0.131" <br />x 2 112" NAILS EA END EA SIDE <br />SIMPSON A35 CLIPS AT 16" OC W/ <br />PH6121 #6xl/2" SCREWS TO SHTG <br />(N) 4x10 x 8'-0" DF#2 <br />AT EA BRACE <br />ANGLE TO4x CONN J 2 <br />REF DETAIL 14 / S6.02 <br />L3x3x 1 /4 AT 4' 0" OC <br />AND WITHIN 2'-0" OF <br />CONC WALL ENDS <br />3/4" DIA DOLT — <br />L5x3 1/2x3/8 x 0'4' W/ 5/8" DIA x 5" —� <br />SIMPSON TITEN HD ANCHOR. <br />SPACE AT 4'-0" CDC AND WITHIN! <br />2' 0" OF WALL ENDS <br />6"x4" SHEAR LUGS <br />EMBED PL 3/8x6x1'-8" AT 12" OC W/ (3) 3/4" <br />DIA x 5" HEADED STUDS AT 8" GAGE AND <br />(2) 1 1/2"x4"x6" SHEAR LUGS. LOCATE <br />FIRST EMBED PL 6" FROM WALL END <br />NCRETE WALL OUT -OF -PLANE CONN TO ROOF FRAMING <br />SIMPSON A35 CLIPS EA SIDE OF <br />GIRDER AT 12" OC W/ PH6121 l#6x1/2" <br />SCREWS TO SHTG <br />(E) ROOF JOIST <br />3" MAX— (2) #6 AT TOP <br />OF WALL <br />(E) ROOF BEAM <br />—1" MIN <br />---1 112" <br />--1 1/2" <br />—1 1/2" <br />—1" MIN <br />BENT PL 318x6x10 x (SHEAR WALL L + 12") <br />W/ (4) SIMPSON SODS 1/4x3 1/2 SCREWS <br />AT 3" OC STAGGERED TO BEAM <br />AT EA EMBED <br />114 P L <br />fl if <br />Q W03 <br />° BASE PL 3/8x9x1'-4" WITH <br />o (4) SIMPSON SDS 1/4x5 <br />SCREWS <br />a <br />AT EA EMBED <br />SIMPSON MGU HANGED <br />1/4 PL <br />WITH ONE FLANGE <br />n <br />CONCEALED, TYP <br />BENT PL 3/8x4x11 1/2 x SHEAR WALL L <br />(LLH) W/ (3) SIMPSON SIDS 1/4x8 SCREWS <br />AT 3" OC (STAGGED ROWS) TO BEAM <br />ag <br />0.148" x 3" MAILS TO (N) 3/4" GYPCRE�E <br />° <br />O <br />EMBED PL 3/8x6x1'-8" AT 12" OC <br />7� <br />3" 3 1" MIN BLKG AT 4" OC TOPPING SLAB <br />W{ITH (3) 3/4" DIA x 5" HEADED <br />% <br />RIM <br />STUDS AT 8" GAGE. LOCATE FIRSTh <br />J _ . ., _,,. , <br />_ <br />EMBED PL6" FROM WALL. ENID>> <br />[_ <br />_ ��_._.--T _ _-____®_-- <br />, . <br />(E) FLOOR GIRDER <br />(E) (2) 2x4 BLOCKING <br />3 <br />(E) COLUMN CAP <br />3 2„ MIN <br />5/8" DIA THREADED ROD. EPDXY <br />i <br />(N) DFx2 <br />(E) GL COLUMN <br />5" INTO CONCRETE WALL Wl <br />FLAT BLKG <br />SIMPSON SET-XP ADHESIVE <br />PROVIDE (3) #6 HORIZ AT FLOOR <br />� <br />IN ADDITION TO STANDARD REINF <br />(SPACE AT 8" OC) <br />�a <br />(N) GL COLUMN, <br />REF PLANS <br />77+ <br />BASE PL 3/80x7x1" 0" <br />WITH (4) SIMPSON SIDS <br />1/4x5 SCREWS <br />) CONCRETE WAL � TOOK FLOOR FRAMING <br />CANTILEVERED CANOPY SECTION <br />(E) 5 1/2" THICK <br />TILT -UP WALL <br />1 <br />(E) GL BEAM <br />(N) CONC WALL <br />3 3/4" 3 3/4" <br />1 1/4" 1 1/4" <br />_A 1 1/4" <br />3!1 <br />A <br />WT8x20 TAPERED, <br />MAX 2'-8" OC <br />- PL 5/8"x10"x1'-2" W/ (5) 3/4" <br />THREADED RODS W/ 4 1/2" <br />EMBEDMENT INTO (E) CONC WALL <br />W/ DEWALT PURE 110+ EPDXY <br />6'- 0" MAX <br />4x6 x 8'-0" DF#2 W/ SIMPSON HDU2. <br />SPACE AT 4'--0" AT CONC WALL AND <br />WITHIN 2' 0" OF WALL ENDS. SISTER <br />TO SIDE OF (E) JOIST W/ 1/4" x 4 1/2" <br />SIMPSON SIDS SCREWS AT 24" OC <br />(MIN OF 5) <br />1/2" MAX POLYCARBONATE AND <br />ATTACHMENT, BY OTHERS <br />HSS 1xlx3/16 <br />3/16 <br />FROELICH <br />17700 SW Upper Boones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624tl7005 <br />Portland, OR, I Bend, OR. I Denver, CO. <br />Froelich-engineers.corn ( FE# 19-T172 <br />CONSULTANT <br />0 <br />Uj <br />< <br />0 <br />0 <br />< "t <br />0 q <br />00 <br />0 <br />z <br />CO <br />N W <br />TITLE <br /># DATE DESCRI <br />B 5/20/2020 PERMIT F <br />C 5/20/2020 PLAN RED <br />'TIONI <br />EVIEW 1 <br />IISIONS <br />REVISIONS <br />Author Checker <br />DRAVVN BY CHECKBY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />© 2020 OTAK, INC. <br />Ifthis drawing is not 24" x 36", it has been <br />reducedlenlarged. Scale accordingly. <br />:_ <br />111�1fOff <br />1 If ® 1 141 <br />