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NOTE:
<br />REFERENCE DETAIL
<br />10 / S4.10 FOR
<br />ATTACHMENTS
<br />GUARDRAIL AND
<br />ANCHORAGE BY OTHERS
<br />to
<br />3/16
<br />Dow*
<br />C5x6.7 CHANNEL
<br />SIMPSON FCB43.5 CLIP TO EA STUD
<br />W/ (4) #12 SCREWS TO STUDS AND
<br />(2) #12 SELF -DRILLING SCREWS TO
<br />C-CHANNEL
<br />UARDRAIL ATTACHMENT TO METAL JOIST
<br />STAIR ELEVATION
<br />362S162-54 BRACE, FULL
<br />LENGTH OF STAIR VVI #10
<br />SMS SCREWS INTO EA STUD
<br />(2) 362S162-54 STUDS BACK TO BACK
<br />VV/ #10 SMS SCREWS AT 6" OC
<br />1lle,l ,. 1 OR WALL
<br />BASE CONN, TYP
<br />AB z�
<br />362T150-54 BOT
<br />TRACK WITH 0.157"
<br />PAFs AT 12" OC INTO St
<br />STAIR STIED WALL TO SLAB
<br />111 1 1_off 54.10 1 11 V 1 f-011 �i4.1 V lit � 11-011
<br />00OS162-43 BLKG WITH
<br />;IMPSON SSC2.25
<br />:ACH END
<br />10 SCREW AT 6" OC EDGE
<br />B C
<br />?x2x1/4xO'A9" W/ #12 SELF -DRILLING
<br />;NEWS AT 3" OC TO BLKG
<br />_ETAL STUD WALL
<br />FRAMING, REF PLAN
<br />WOOD THREAD ATTACHMENT
<br />L2x2x1/8x0'-6" W/ (2) SIDS
<br />SCREWS INTO 2x12 AND
<br />EACH STAIR TREAD
<br />F/� GL STAIN TREAD,
<br />1 REF PLAN
<br />362S162-54 STUDS ( I
<br />AT 16" OC I I
<br />362T150-54 TOP TRACK I
<br />W/ #12 WOOD SCREWS E
<br />INTO TREADS AT 6" OC I
<br />2x12 DF#2 STRINGER W/
<br />(3) #14 SMS SCREWS
<br />INTO EA STUD ( I I
<br />I ( I
<br />AIR SECTION
<br />,-, JLAB ON GRADE
<br />/B\ZL
<br />1/4
<br />L2x2x1/4x1' 0" AT 16" OC
<br />>_
<br />114
<br />WITH (4) #14 SMS
<br />1°
<br />SCREWS INTO STUDS
<br />'
<br />- GUARD RAIL AND CONN,
<br />GL LANDING REF PLAN
<br />REF DETAIL 2 / S4.10
<br />3 � I
<br />�--1 1/2'°
<br />3-
<br />1„
<br />CONT L4x4x1/2 w/ 1/4"x3-1/2" SIDS
<br />PL 114"x4"x0'-4"
<br />SCREWS INTO FLAT GL LANDING
<br />I
<br />AT6"OC
<br />#10 SMS SCREWS AT
<br />REF EA CONN, TYP
<br />#8 SCREWS INTO
<br />ARCH
<br />STUD BLOCKING
<br />I �
<br />AT 6" OC
<br />(
<br />362-S162-54 STUDS @ 16" OC
<br />REF DETAIL 4 1 34.10 FOR
<br />REF 4 1 S4A0 FOR WALL
<br />WALL BOTTOM CONN
<br />BASE CONN, TYP
<br />STAIR NDI NG TO WALL
<br />q 11 0 1o011 a3"r.10 lit it —oil '10
<br />°] 11 = it —oil
<br />0.148"x3" NAILS
<br />AT 4" OC
<br />_7 METAL JOIST, REF PLAN
<br />GLULAM BEAM, ON S4.01; ATTACH W/#
<br />REF PLAN 10 SMS SCREW TOP &
<br />BOT TO TRACK
<br />60OSDLT325-54 TRACK
<br />ATTACHED WITH (2) #12
<br />WOOD SCREWS AT 16" OC
<br />A14i\
<br />��94 ICI TA GISTS T WOOD -BEAM GNgECTION
<br />54.10 `, 19 G 1fyil 9m—
<br />15/32" SHEATHING W/
<br />#8 SCREWS AT 6" OC
<br />EDGE, 12" OC FIELD
<br />STAIR JOISTS TO WALL
<br />)OR SHEATHING, REF PLAN
<br />TAL JOIST, REF PLAN
<br />34.01; ATTACK W/ #
<br />METAL JOISTS, REF PLAN;
<br />LAP ENDS TO METAL
<br />STUDS AND ATTACH W/
<br />(4) #10 SCREWS AT EACH
<br />END,TYP
<br />METAL STUDS, REF PLAN
<br />\&
<br />- °I0 STAIR FRAMING [AT STADIUM SEATING
<br />METAL JOISTS, REF PLAN, -
<br />LAP ENDS TO METAL
<br />STUDS AND ATTACH W/
<br />(4) #10 SCREWS AT EACH
<br />END,TYP
<br />METAL STUD WALL,
<br />REF PLAN
<br />0MS SCREW TOP & ( 362162S-43 BRIDGING
<br />r TO TRACK ATTACHED WITH#10
<br />SMS AT EA. STUD AND
<br />v11L DEFLECTION TRACK ( I JOIST
<br />FACHED WITH (2) #10 SMS G
<br />REWS TO EA. STUD, 15/32" SHEATHING
<br />NCK TO MATCH JOIST W/ #8 SCREWS AT
<br />E TYP 6" OC EDGE, 12" e
<br />OC FIELD
<br />FLOOR FINISH, REF ARCH
<br />WOOD SHEATHING, REF PLAN
<br />#10 SMS SCREWS AT 6" OC WALL/
<br />FLOOR PANEL EDGES AND 12" OC
<br />ELSEWHERE
<br />3"x3" LIGHT GAUGE
<br />ANGLE AT ALL
<br />CORNERS, TYP
<br />/ FLOOR FINISH, REF ARCH
<br />WOOD SHEATHING, REF PLAN
<br />#10 SMS SCREWS AT 6" OC WALL)
<br />FLOOR PANEL EDGES AND 12" OC
<br />ELSEWHERE, TYP
<br />I
<br />3"x3" LIGHT GAUGE
<br />ANGLE AT ALL
<br />CORNERS, TYP
<br />METAL STUD PONY
<br />WALL, REF PLAN '
<br />GL LANDING REF PLAN
<br />NON -BEARING STUD
<br />WALL, REF PLAN C B
<br />I
<br />I I 43 MIL ANGLE WITH #8 SCREWS
<br />I I AT 6" OC INTO STUD BLOCKING
<br />I AND #12x2 1/2 WOOD SCREWS
<br />LAT 6" OC INTO STAIR LANDING
<br />REF DETAIL 4 / S4A0 FOR
<br />WALL BOTTOM CONN
<br />STAR LANDING TO -WALL
<br />GL LANDING REF PLAN
<br />362T150-54 TOF
<br />W/ #12 WOOD
<br />INTO LANDING)
<br />STAIR LANDING TO PONY WALL
<br />\RCH
<br />362S162-54 STUDS
<br />16" OC
<br />15/32" SHEATHING W/ #8
<br />SCREWS AT 6" OC EDGES,
<br />12" OC FIELD
<br />REF DETAIL 4 / S4A0 FOR
<br />WALL BOTTOM CONN
<br />CAP PL 1/8x3 1/2"x0`a10"
<br />LAP TOP TRACK OVER OAP PL
<br />AND ATTACH EACH SIDE WITH
<br />(4) #10 SMS SCREWS
<br />i
<br />s
<br />REF ARCH FOR — -'
<br />STAIR DIMENSIONS_
<br />(4) 1/4"x3" SIDS SCREWS
<br />FROM EACH PL TO
<br />EACH TREAD
<br />I I HSS STAIR STINGER.,
<br />I REF PLAN
<br />If
<br />i 3/16
<br />3/16
<br />I
<br />FISS POST, REF PLAN
<br />(E) SLAB ON GRADE -�
<br />RIBS STAIR STRINGER TO HISS POST
<br />1 ii 1-011
<br />REF ARCH FOR
<br />STAIR DIMENSIONS.
<br />z
<br />STAIR ELEVATION
<br />1# 9-011
<br />1" 3" 3" 1"
<br />SECTION o
<br />SCREWS TO GL
<br />BENT PL 1/4" W/ (4)
<br />COUNTERSUNK #12
<br />SCREWS INTO GL TREADS
<br />PL 1 /2" x 3 1 /2" x 0'- 10" W/ (2)
<br />5/8" CONCRETE SCREW
<br />ANCHORS W/ 2 3/4" EMBED
<br />BENT PL 1/4" x AS SHOWN
<br />WITH (4) COUNTERSUNK #12
<br />SCREWS INTO GL TREADS
<br />(N) 3/4" GYPCRETE
<br />TOPPING SLAB
<br />(E) FLOOR SHTG
<br />(E) 3x T AND G
<br />DECKING
<br />GL FLOOR PURLIN,
<br />REF PLAN
<br />,
<br />7 i 3 w.�. . ,,.e £x. < . n
<br />ICH
<br />E N 13� IN E E P_51
<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 />froelich-engineers.com I FE# 19-T172
<br />CONSULTANT
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<br />Uj
<br />Ix
<br />0
<br />co
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<br />z <
<br />I�
<br />OCK
<br />04W
<br />TITLE
<br /># DATE
<br />DESCRI
<br />B 5/20/2020
<br />PERMIT F
<br />C 5/20/2020
<br />PLAN RED
<br />E 7/29/2020
<br />PERMIT F
<br />'TION
<br />EVIEW 1
<br />rISIONS
<br />EVIEW 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 />S4m10
<br />@ 2020 OTAK, INC.
<br />If this drawing is not 24" x 36", it has been
<br />reducedlenlarged. Scale accordingly.
<br />IVS4.10) 111 e 11m i1
<br />1 li 4 1 1-011
<br />
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