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um
<br />5
<br />TYP
<br />TYP AT
<br />COL
<br />DBE= 120'-71/2" S721 S7.21 DEC1,1, EDGE
<br />1'3
<br />TYP GRID 7.1
<br />0) n13721I I %9"wI 1'9 -A11 r-AIAA1) W-M-94A9169 AIII
<br /><A
<br />24K3 241<330/290" 24K330/290_"'___'�1 4K330/290
<br />KU! "s f
<br />I
<br />F F W18x40 ------ \_ -4
<br />-------- - -- - 40 _T_ 7- T_
<br />J�
<br />8
<br />OTH W18x4O W18x40
<br />17 BOTH W I 8x4O W I 8x40 W 1 8X4 0 9
<br />DECK 8 (S 7.2) 1 SIDES J S7.20 18
<br />EDGE 0- 24K330/290 2/1K630/290II
<br />24K330/290 SJ7.21
<br />c- -24K330/290 I X 16 24K330/290
<br />24K330/2990 Oy_ DBE= 120'-2 3/8"
<br />'L2 1) 0 S791
<br />04
<br />M L3x3x3/8, TYP -
<br />x w
<br />4 UJ
<br />-4 zill 24K330/290 24K330/290
<br />24K33()/290 24K330/290 24K330/290
<br />T_
<br />5: 24K33()/290
<br />_0
<br />-------- da- I I T) ep 37.21
<br />W18x40 W1 8x4O W I 8x4O Wi8x4O W1 BY40 W18x40
<br />24K330/290
<br />-24K330/290- --24K330/2,w 24K330/290- -24K330/290- 241<330/-990
<br />W21 x62 f-4"I W21x62 [4] W21 x62 1`41 W21 x62 [4] W21x62 [-4"1
<br />T
<br />�O P
<br />110'
<br />0
<br />11.3 '(�D
<br />13 S7.21 S7.20
<br />18 -3,S721 HORIZONTAL BRACING DECK EDGE
<br />S7.20@ I Y-0" MAX, 1927
<br />9 �SIM TYPAT 2-WAY
<br />SEE 7/ST21 'iir� TYP AT 10 kE2�1)MOMENTCONNECTION
<br />7�!21 COL
<br />L) - TYP
<br />S
<br />DBE�= 1200-0 3/4" '4
<br />TYP GRID 3.1
<br />tact
<br />DECK "ED
<br />00
<br />x
<br />It
<br />-rq
<br />(0
<br />C14 DECK EDGE
<br />zzq
<br />LU
<br />LU
<br />Q)
<br />10 1
<br />LL
<br />LU
<br />I:X
<br />UL
<br />PARTIAL CANOPY FRAMIN(3"IPLAN
<br />1/8" = 1' 0"
<br />7
<br />IT-01" 26-671
<br />w
<br />24v-61v
<br />i 18
<br />DBE= 120"-8 5/8"
<br />a
<br />7 BOTH SIDES -BOTH SIDES
<br />Cq OF BEAM OFBEAM
<br />77�
<br />3/8" C7.21 S7.21
<br />W'I BX55 ------- --
<br />S7.2 3
<br />_T_ S720
<br />rl Pi
<br />HORIZONTAL. BRACING @ 10'-0" Mtl,'<,
<br />12 SEE 7/87.21
<br />1- 3720
<br />TYP 17
<br />S7.21
<br />z
<br />DECK EDf--r-
<br />CIO co
<br />0 LU
<br />0 >< TYP
<br />ELI S7.20-
<br />M
<br />n
<br />0
<br />37.21
<br />K16 16
<br />S7217.21
<br />W18x35 4 - -------- W I 8x55
<br />A(7 21
<br />M
<br />UJI
<br />U_
<br />W =7
<br />Z
<br />r
<br />'0
<br />U_
<br />192'-6"
<br />38'-6"
<br />FI-
<br />-
<br />38f-6v'
<br />14'-0" I
<br />36'-0"
<br />9
<br />TYP
<br />a
<br />CA eta 0
<br />!Q
<br />'t
<br />04
<br />W18x65 ----------- AA, W18X55
<br />I ! ! ! T
<br />I ! 9 co
<br />w
<br />CN
<br />D
<br />r)
<br />C4
<br />X
<br />U1
<br />cq
<br />00
<br />C9
<br />A . f
<br />TYP VS7.21
<br />S IS.3
<br />26-6"
<br />38'-6" 36-6" 251-6"
<br />914f 291-6'f
<br />DECK C7 1 7.21
<br />EDGE
<br />11 ...........
<br />cy
<br />'T
<br />0
<br />CA cq n- 7
<br />('Q 'it
<br />cis -BOTH SIDES 16
<br />OF BEAM S7.21
<br />VVI ijxbb
<br />----------------------------------
<br />--------------
<br />HORIZONTAL BRACING 0 y 10'-0" MAX,
<br />SEE 7/S7.21
<br />37.20
<br />co
<br />co
<br />4
<br />c"I
<br />ME
<br />------I S7.21
<br />6 TYP BOTH SIDES
<br />S7.21, GRID 8 2 OFBEAM 12 8
<br />A V�.2 I
<br />C7.20 ,
<br />TYP
<br />S 7 &�21
<br />0
<br />L[j_
<br />GO
<br />TYP 04
<br />w (77)
<br />1 072 _. r-e,
<br />L3x3x3/8, T YP
<br />_0 r13-
<br />DECK EDGE
<br />16 16 C1W J-21
<br />S 7. 2i
<br />VVI bxbb W18x55 �18,1 3 5�
<br />DECK 14
<br />EDGE S721
<br />Typ '10 TYP
<br />.21 GRID 9 37.21)
<br />C.
<br />PARTIAL CANOPY FRAMING PLAN NOTES:
<br />1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET SO.02.
<br />2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC PRIOR TO FABRICATION OR CONSTRUCTION.
<br />3. (E) - ON PLAN DENOTES EXISTING.
<br />4� TBE - ON PLAN DENOTES TOP OF BEAM ELEVATION.
<br />5. FOR TYPICAL BEAM TO BEAM CONNECTION, SEE 1/S7.2'1.
<br />6. FOR _TYPICAL BEAM TO COLUMN CONNECTION, SEE 2/S7.21.
<br />7. ON PLAN DENOTES MOMENT CONNECTIONS. FOR CONNECTION DETAILS SEE 6/S7,21,14/S7.21, 19/S7.21, & 20IS7.21.
<br />8. ALL MOMENT CONNECTIONS, CONNECTED BEAMS, AND COLUMNS SHOWN IN CONNECTION DETAILS ARP PART OF SFRS AND ARE
<br />SUBJECT TO SPECIAL INSPECTIONS, REFER TO SPECIAL INSPECTION SCHEDULE ON S0.03 FOR A SUMMARY OF THE REQUIREMENTS.
<br />9. DESIGN ALL JOIST AND JOISTS CONNECTIONS FOR 0.7k AXIAL LOAD UNO.
<br />10. FOR DECK ATTACHMENTS SEE ARCH AND MANUFACTURER SPEC FOR SCREW AND CONNECTION.
<br />11. (D---- ON PLAN DENOTES ANGLE BRACE, SEE 7/8,7.21
<br />12. FOR HANING LOADS FROM JOISTS, SEE 3/S7.21.
<br />M
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<br />DR,WN138, DETAILS DEFLOPMENFFS, QWHICS AN D WDELS THEREOF, fRE TH E
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<br />OR CO.A91.�RGVLLY EXPLOITEL, AHOLE OR IN PART, NOR CAN ANY DERIVATIVE
<br />'A ORK tia MADE UNLESS EXPRE F 'SLf ALUORIZED IN VATING BY W, L_11_
<br />COPYRICHI VA, LLC 202] - ALI. RICH RESERVED.
<br />DWS5
<br />6617 ASSOCIATED BLVD
<br />BUILDING B, SUITE 100
<br />EVERETT, WA 98203
<br />K
<br />9/17/20
<br />JOR N1 MB R
<br />205013
<br />DRAWN BY CHECKED BY
<br />AAD RRP/BMS
<br />SHEET TITLE
<br />CANOPY FFRAMING PLAN
<br />�I=
<br />RTIA--L CANOPY FRAMING 2 PA r%
<br />III 1/pl,
<br />S2.2.1 3
<br />h' _v
<br />SHEET NUMBER
<br />S2.21
<br />
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