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m <br />0 <br />N <br />O <br />C11 <br />LO <br />0 <br />n <br />ST11 <br />BACK PL 3/4"x12x1'-6" <br />ON STIFFENER PUS <br />"T" SHAPED BACK PL <br />3/4" x AS SHOWN W/ <br />(4) 3/4" DIA A325 <br />BOLTS IN 2 1/2" <br />HORIZONTALLY <br />SLOTTED HOLES <br />(E) LEDGER <br />#10 WOOD SCREWS AT 6" OC <br />IN PRE -DRILLED HOLES <br />C-CHANNEL HEADER REF PLAN, W/ <br />5/8" DIA EPDXY THREADED RODS AT <br />8" OC STAGGERED EPDXIED W/ <br />SIMPSON SET-XP ADHESIVE 4 1/2" <br />INTO (E) CONC WALL, PROVIDE 1/5" <br />VERT SLOTTED HOLES IN CHANNEL <br />STIFFENER PIL — <br />3/8"xAS SHOWN <br />STIFF PL TO <br />BACK PL AND <br />CHANNEL <br />1/4 <br />C 10x25 <br />BACK PL TO <br />CHANNEL <br />FLANGE (TYP <br />TOP AND <br />1/4 <br />BOTT) <br />BACK PL OF BUCKET - <br />(E) LEDGER <br />t <br />(E) CONC WALL <br />EDGE NAILING JA <br />2f <br />1 1/2 BACK PL 3/4x11"x1'-6" FASTEN (E) PLYWOOD W/ <br />ON STIFFENER PUS 0.148"x3" NAILS AT 3" OC <br />2' <br />4„ 1/4 <br />4,, EASE BEAM AT <br />5/16 �1VL®S <br />s <br />cv <br />SIMPSON HDU5 EA SIDE OF <br />JOIST W/ 5/8" DIA THREADED <br />ROD IN SIMPSON AT-XP <br />EPDXY EMBED ANCHOR <br />BOLTS 5" INTO (E) CONC WALL <br />(E) PURLIN <br />SIDE PL 1/4"xAS SHOWN EA SIDE <br />OF BEAM W/ 3/4" DIA THRU BOLTS ES6 <br />IN 2" SLOTTED HOLES <br />r <br />a <br />BEARING PL 5/8"x5"xAS SHOWN <br />I <br />5/16 <br />NORTH WALL PURLINS TO MC -CHANNEL HEADER <br />11 mp l-011 <br />C-CHANNEL HEADER REF PLAN, W/ —� <br />5/8" .DIA THREADED RODS AT 8" OC <br />STAGGERED EPDXIED_ W/ SIMPSON <br />SET-XP ADHESIVE 3 1/2" INTO (E) <br />CORK WALL. PROVIDE 1/5" VERT <br />SLOTTED HOLES IN CHANNEL <br />C <br />CO <br />EDGE NAILING <br />(E) SHTG <br />�- (E) FLOOR DECKING <br />(NO DECKING AT SIM COND) <br />(E) LEDGER <br />�- #10 WOOD SCREWS AT 6" OC <br />IN PRE -DRILLED HOLES <br />(E) CONC WALL <br />EAST EST WALL FRAMING TO C- H NNEL HEADER <br />(E) CONC TILT -UP WALL <br />(E) WOOD LEDGER <br />4x BLK'G, REF PLAN <br />FASTEN (E) PLYWOOD W/ 0.148"x3" NAILS AT 3" <br />OC WHERE NO DECKING OCCURS. USE SIMPSON <br />SOWS 0.22"x5" WOOD SCREWS AT 6" OC AT <br />WOOD DECKING LOCATIONS <br />SIMPSON HDU4 AT 5'-0" (E) SHTG <br />OC ON EA SIDE OF BLK'G <br />W/ 5/8" DIA ANCHOR BOLT <br />EPDXIED 3-1/2" INTO (E) (E) T&G DECKING <br />CONC WALL WHERE OCCURS <br />SIMPSON HDU2 CONTINUITY <br />TIES EA SIDE OF (E) GLULAM <br />BEAM W/ 5/8" DIA THRU <br />BOLTS, EA SIDE OF BLK'G ((4) <br />HOLDOWNS TOTAL), REF <br />PLAN FOR EXTENT OF BLK'G <br />(E) GLULAM BM OR <br />WOOD I -JOIST <br />U� <br />EDGE <br />DIST <br />(6 _ <br />r <br />U) <br />0- <br />ud <br />EDGE <br />DIST <br />EDGE u <br />DIST (9 (ra <br />U� <br />DIST <br />EDGE _ <br />BUILT-UP <br />MEMBER <br />FASTENER SIZE <br />FASTENER <br />SPACING <br />FASTENER <br />END DIST <br />` FASTENER <br />EDGE DIST <br />ROWS OF <br />FASTENERS <br />(2) 2x4 <br />0.148" DIA x 3" NAIL <br />S" <br />23' <br />1-°-1.5" <br />1-STAGGER <br />(3) 2x4 <br />0.148" DIA x 4 1/2" NAIL <br />3" <br />2.5" <br />1 "-15' <br />1 -STAGGER <br />(4) OR MORE 2x4 <br />1/2" DIA BOLT <br />0" <br />4" <br />1,5" <br />1-STAGGER <br />(2) 2x6 <br />0.148" x 3" NAIL <br />3" <br />2.5" <br />1„-1.5" <br />2 <br />(3) 2x6 <br />0.148" DIA x 4 1/2" NAIL 8" <br />25' <br />2 <br />(4) OR MORE 2x6 <br />1/2" DIA BOLT <br />9" <br />4" <br />1.25" <br />2 <br />NOTES: <br />1. WALL SHEATHING OR GYP BOARD FASTENERS SHALL BE STAGGERED TO EACH STUD IN BUILT-UP <br />MEMBER. <br />2. NAILS AND SCREWS SHALL BE INSTALLED FROM ALTERNATING FACES OF THE BUILT-UP MEMBER. <br />3. BOLTS SHALL HAVE STANDARD CUT WASHERS BETWEEN WOOD AND BOLT HEAD AND NUT HEAD, <br />4. FASTENERS SHALL BE SUFFICIENTLY DRIVEN (OR TIGHTENED) TO ENSURE ALL WOOD <br />LAMINATIONS ARE IN FULL CONTACT. <br />5. 0.220" DIA SIMPSON SDWS SCREWS OF SAME LENGTH MAY BE SUBSTITUTED FOR NAILS W/ 9' <br />SPACING AND 4" END DIST. AS PER FOOTNOTE 2, SCREWS SHALL BE INSTALLED FROM <br />ALTERNATING FACES OF THE BUILT-UP MEMBER. <br />BUILT-UP WOOD POSTS <br />ill t-Oil <br />STIFFENER PL 3/8" <br />SACK PL 3/4"x12x1' 6" <br />ON STIFFENER PUS <br />(3) SIDES, <br />TYP PL TO <br />CHANNEL. 3/16 <br />BUCKET BACK PL 3/4" x AS SHOWN <br />W/ (4) 3/4" DIA A325 BOLTS IN 2 1/2" <br />HORIZONTALLY SLOTTED HOLES <br />#10 WOOD SCREWS AT 6" OC <br />IN PRE -DRILLED HOLES <br />(E) LEDGER <br />C-CHANNEL HEADER REF PLAN, W/ <br />5/8" DIA THREADED RODS AT 8" OC <br />STAGGERED EPDXIED W/ SIMPSON <br />SET-XP ADHESIVE 4 1/2" INTO (E) <br />CONC WALL, PROVIDE 1/5" VENT <br />SLOTTED HOLES IN CHANNEL <br />STIFFENER <br />PL, TYP <br />CHANNEL <br />1/4 <br />AND BAC K <br />STIFFENER PL <br />3/8"xAS SHOWN <br />BACK PL TO <br />CHANNEL <br />FLANGE (TYP — <br />TOP AND 1/4 <br />B OTT) <br />(E) FLOOR SHTG <br />(E) FLOOR DECKING <br />(E) LEDGER <br />1 }f T' TYP - C-CHANNEL, REF PLAN <br />112" 1/2" <br />-- SIMPSON HUD5 <br />SECTION <br />(E) CONC WALL <br />EDGE NAILING <br />JA <br />F / CST STIFFENER PUS„ <br />ON <br />4„ <br />4," <br />1/4 <br />OVERSIZED <br />NOTCH OR <br />HOLE <br />IN SILL PLAff E p' 4" <br />q ao }—Off <br />FASTEN (E) PLYWOOD W/ <br />0.148"x3" NAILS AT 3" OC <br />WHERE NO DECKING OCCURS. <br />USE SIMPSON SOWS 0.22"x5" <br />WOOD SCREWS AT 6" OC AT <br />WOOD DECKING LOCATIONS <br />(E) 3x T&G DECKING <br />EASE BEAM AT <br />5/16 / WELDS <br />SIMPSON <br />RPS28, <br />EACH PLATE <br />z <br />b <br />ao <br />NOTES; <br />1. "W" INDICATES WIDTH OR DEPTH OF MEMBER <br />2. ALL HOLES SHALL BE DRILLED, NOT SAWN <br />3. ALL NOTCHES TO HAVE CORNERS PRE -DRILLED <br />OVERCUTS WILL NOT BE ALLOWED <br />0' - 5 1/2" 0, 9," 1' - 01, 0, 6„ <br />- ADDITIONAL <br />ANCHOR REF SCHEDULE <br />ROD EACH SIDE OF BELOW <br />co <br />NOTCH OR HOLE <br />SILL OR SOLE PLATE - PLAN VIEW <br />0'-3„ <br />MAX) T - 4" MIN 1' 0" MIN <br />DOUBLE TOP PLATE - PLAN VIEW <br />STUD ELEVATION <br />SIMPSON SS1.5 <br />AT ALL NOTCHES <br />UP TO 2 3/8" <br />�REF SCHEDULE <br />BELOW <br />0'-6„ <br />CQ REF SCHEDULE <br />C ° BELOW <br />SOLID SAWN JOIST ELEVATION <br />SIMPSON (REF MANUFACTURER'S REQUIREMENTS FOR I -JOIST) <br />RPS28 <br />ALLOWABLE SIZES OF DRILLED HOLES <br />MEMBERMAXIMUM <br />HOLE <br />DIAMETER <br />TOP PLATE <br />SILL PLATE <br />VV/3 <br />SOLE PLATE <br />JOIST <br />W/3 <br />ISOMETRIC VIEW <br />0.148" DIA x 3" NAILS <br />AT 6" OC, <br />STAGGERED <br />0.148" DIAx <br />NAILS, TYP <br />P UPPER TOP PL <br />ITO <br />RPENDICULAR <br />kLL, TYP <br />0.148" DIA x 3" <br />NAILS AT 6" <br />GC, <br />STAGGERED <br />2x PLATE <br />BELOW, TYP <br />`— WALL SHEATHING, REF PLAN J `L- 0.148" DIA x 3" <br />NAILS AT 9" OC, <br />TYP <br />CORNER —PLAN VIEW INTERSECTION - PLAN VIEW <br />WALL FRAMING AT CORNERS AND INTERSECTIONS <br />111 q 1I—Off <br />} <br />} <br />f <br />BACK PL OF BUCKET SIMPSON HDU5 EA SIDE OF JOIST <br />5" W/ 5/8" DIA THREADED ROD IN <br />EMBED SIMPSON AT-XP EPDXY EMBED 5" <br />(E) FLOOR JOIST <br />SIDE PL 1/4"xAS SHOWN EA SIDE <br />OF BEAM W/ 3/4" DIA THRU BOLTS <br />IN 2" SLOTTED HOLES <br />BEARING PL 5/8"x5"xAS SHOWN <br />5/16 <br />NORTH WALL FLOOR JOISTS TO MC -CHANNEL HEADER <br />STAMP <br />FROELICH <br />E N G 99-4 E E R S <br />17700 SW Upper Boones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office- (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />froeiich-engineers.com LEE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />Uj <br />C) <br />Ix <br />00 <br />0 <br />z <br />CA <br />j <br />TITLE <br /># DATE DESCRII <br />'TION <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 />S6mOl <br />0 2020 OTAK, INC. <br />If this drawing is not 24" x 36", it has been <br />reducedfenlarged. Scale accordingly. <br />