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<br /> 0 13'_8" 33'- 0" © 25'-6" ® SIM GUSSET�,
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<br /> Clar eRf'-5• ENGINEERING
<br /> 111 MAIN STREET,SUITE 106
<br /> SW3 _ 0 r 1 T.O.S.ELEV.122'-4" W12 ��,` T.O.S.ELEV.122'-7 1/2" . " EDMONDS,WASHINGTON 98020
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<br /> .. _ -_::- . -- ‘ / _�_ / PHONE (425}778-8500
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<br /> 1 1111 FJ4 I -0 If--- z\ ----4 � '�. FAX (425)778-5536
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<br /> CMU CJ ; !I FROM COL.TO W18 6 ��� IS"r
<br /> _ ___._._- • W/(4)-A325--N BOLTS ��\ r COL.ENCASED IN CMU
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<br /> ! 1 I I I W12x50 x 31-6"BOLTED \
<br /> Ar., r 1 d 1 TO W16 W/(8)-EVENLY CMU
<br /> oa 1 �',n i 'c� SPACED A325-N BOL I S,/f /\ I \" + ,� --s_- _ .I�� (4)-PER SIDE.r '51'0 T.O.S.ELEV. 113'-5 3 4"
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<br /> -- '2-9- i - S I.PIPE( /
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<br /> ‘tW14 \ T.O.S.ELEV.111'-7 1/2" SM, 1 .FROM 12 ` %, , »
<br /> I i ; -i _f::::7)7-7( - FACE OF COL S-9 I HOLD BRACE 1 CLR.
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<br /> °' F v ' j I a 5"O STD.PIP �I O.S.ELEV.106-1 3/4" c,' ,��'�`�c�
<br /> CMS CJ (�`'W14x30 r (,� _ — i� '_�.. -. 7 ca' - .c. Fir/LV _1 l . , 7 iii:
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<br /> 2x26 BELOW . g1 U :, I �, [�
<br /> AT STAIR _--- "c_:, ' i �. 8 OVAL
<br /> LANDING -.-4.7: 1 I I n
<br /> °° =_ ''4x ' "i . .( \ sm.W 3 STRAIGHT EMS: 7 6 .•
<br /> i a / ,� F� :j,' r/ \ i`�� ` EXTENSION AT GUSSET PL . .
<br /> --1-- - ---_ , -BOLT BOT.FLANGE OF II ;1 ; F.F.ELEV.98'-7" r I i__ 1+ "
<br /> -_ 4 -- -• W14 TO TOP FLANGE OF I j N ti ) / \,......1,...., F.F.ELEV.98-7
<br /> fib J :� N W18 W/(4)-3/4"11BOLTS I I I I T.O.BASE PLATE , T.O.BASE PLATE "" _�% " _ �� T.O.BASE PLATE
<br /> CMU CJ - .� TYP.0 CANT.BEAMS J i ELEV.98-3 1/4" �__�, ELEV.98-3 7/8" 4'_7» ELEV.98'-3 1/2"
<br /> `.. W18x86,CA=3 8" 1 I {
<br /> W14x30(10) �� •/ I i
<br /> ,I W14x30 110-5 1/2] - ELEVATION AT GRIDLINES 6 AND 7 3 ELEVATION AT GRIDLINE K
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<br /> ,-,1161110,........,01111110,*
<br /> �.■ir-. i! ' A` ;, © 2 SCALE 1/4"-1'-0' SCALE: 1/4"=1'-0"
<br /> CMU CJ !" 1 Ofirt7 i /
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<br /> .: # 13 SIM.GUSSET PL
<br /> 00 ;�o- r T.O.S.ELEV. 123'--1 1/2"
<br /> Z\1,3 0 -I EDGE OF SLAB ..,,. ) 1 O O Z\ W18 T.O.S.ELEV. 123'-3 3/4"
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<br /> CMU CJ I O I FROM COL.TO W18 \6 6r
<br /> REFER 1 5-10
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<br /> W/(4)-A325-N BOLTS. �' / COL.ENCASED IN CMU —1 Q
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<br /> ; / \ SHIM TOP PL. AS REVD. PER PLAN&SCHED. F cFd
<br /> �� W12x26 0SLAB 5�' I W10x35 x 3'-6"BOLTED CMU
<br /> Q STAIR LANDING I ;`•I TO W18 W/(8)EVENLY �'� Iw
<br /> is BEL(, ; Wt2x22 1�, 'W12x22_ W12x22 12 ,� z3/ \ SPACED A325-N BOLTS, • Liv,
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<br /> ll i' Q I FJ1 T.O.BASE PLATE '�
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<br /> 1 oaV ELEV.98'-3 1 2" h " ! i T.O.S.ELEV.106-1 3 4"
<br /> o; _ J N �= M / v 5 0 S P.PI• 1 / DESIGN: FU
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<br /> ''�', .AE DRAWN: SK
<br /> q I I,i I A S E' E OF SLAB TO BE ELEVATION AT GRIDLINES H.3
<br /> E' pzshl 1 FLUSH W/FLANGE OF BEAM Q SCALE: 1/4"=1'-0" fil CHECK: CCC
<br /> +�� _ - - - \ - __- 2 /______________
<br /> JOB NO: 98072
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<br /> 0 I -'�, e SIM.W/3"STRAIGHT
<br /> / (12) W12x65(12) WI �l5(12) YYI2 (12) A� —� I
<br /> , .� C��T � EXTENSION AT GUSSET PL.
<br /> t1 FLOOR FRAMING NOTES ; / 1\ r F.F.ELEV.98-7
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<br /> D �� OFFSET HANGER 1 WEST `•.._-- T.O.BASE PLATE
<br /> I � 35 12 G'` W12x35 12I AT TOP PLATE. 1. TOP. OF STEEL FOR 2ND FLOOR FRAMING 111'-7 1 2"UN SS NOTED OTHERWIS " ELEV. 98'-;i 1/2"
<br /> 2x45{12} M12x45 (14)CA=1/4' ..---- 4-7
<br /> Q}{�� /�Jj 2. AT SECOND FLOG?FRAMING,FLOOR SYSTEM SHALL BE 20 GA i 1/2"DEEP X 36"WIDE
<br /> f� " Cf• TYPE W2 DECKING WITH 4 1/2"TOTAL SLAB THICKNESS AND 6 x 6 W1.4 x W1.4 WELDEDELEVATION AT GRIDLINES 5 AND 8
<br /> .. _ AMP WIRE REINF.SPANNING OVER(3)-SUPPORTS MINIMUM UNLESS NOTED OTHERWISE.
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<br /> SCALE: 1 4"=1'-0"
<br /> I �' I 1 �R - INSTALL DECK AS INDICATED BELOW UNLESS NOTED OTHERWISE ON PLANS AND DETAILS:
<br /> �� A �-\
<br /> 4112x45(12) Qi 2x45 12 W1b35 12 WI2x35 12 L - -- INSTALL DECK WITH(4)-1/2"DIA.PUDDLE WELDS PER 3'-0"WIDE SHEET
<br /> -7,---, W12x45 (14)CA=1/4•_ 411 wA I 1 I Q N �� - • - `� AT SUPPORTS PERPENDICULAR TO RIBS.
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<br /> INSTALL DECK WITH 1/2 DIA.PUDDLE WELDS AT 18 ON CENTER AT L\ J
<br /> __,,, j I �� !Ql � CHORDS PARALLEL TO RIBS. CHORDS OCCUR AROUND ENTIRE PERIMETER SHEAR WALL___._, „'SW3) T .�_-' �' ----.\ � OF FLOOR AND AT ALL EDGE OF DECK CONDITIONS. S
<br /> W18x (5)© WI8x80(12) ©` SW3 WI8x35 y WISx ��r+T� ,?J BUTTON PUNCH SIDE LAPS AT 120 "O.C.MIN.,UNLESS NOTED OTHERWISE. TYPE HORIZONTAL VERTICAL BOUNDARY ELEMENT
<br /> REINFORCING REINFORCING TYPE CHORD REINFORCING AT WALL EiDS z
<br /> -1 4:2, [ I •USI i-- �:� AT SECOND FLOOR OFFICE MEZZANINEOVERLOOKING --
<br /> 1 SHOWROOM FLOOR:
<br /> SW1 (2)-�15 0 48"O.C. 5 0 32"O.C. 1 (2)-#5 Q
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<br /> -"� -�� (j _ -;-2,1! I 1 BASE PL. " 1 =' INSTALL DECK WITH(4)-5/8"DIA.PUDDLE WELDS PER 3'-0"WIDE SHEET I�
<br /> i I 1 u 1, ,:s___ 1/2 x 6 x 1-0 ---=-., r AT SUPPORTS PERPENDICULAR TO RIBS. - -
<br /> L I • !; ----� . W/(4) 3/4 BOLTS-----,� Li_
<br /> Liz-L.______ ISW2 (2)-5 0 48"O.C. 5 0 32"O.C. 1 (2)-�16 Q Z 0
<br /> C j I I. INSTALL DECK WITH 5/8"DIA.PUDDLE WELDS AT 12"ON CENTER AT 0 X t
<br /> I i CHORDS PARALLEL TO RIBS. CHORDS OCCUR AROUND ENTIRE PERIMETER
<br /> i! " - cJT MIT. Or FLOOR AND AT ALL EDGE OF DECK CONDITIONS. " Q
<br /> '! I i PURLINS TO SW3 (2)-#5 0 48 0.C. #5 0 32 O.C. 2 - Q Z Z
<br /> I Rt�� #=_- AICCOtrIODATE D w z O
<br /> SW3 - --- ,; W18x [115'-81 A1RIU�1 ROOF TOP SEAM WELD SIDE LAPS®12"O.C.MIN.,UNLESS NOTED OTHERWISE. - " " -� /�� L.L.
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<br /> !;'-Z 9J Q I Q Sw4 (2) #5 0 2a O.C. #5 0 32 0.c. I (2)-16 0 CD Q
<br /> lip li 3. AT SHOWROOM FLOOR FRAMING,FLOOR SYSTEM SHALL BE SIM.TO 2ND FLOOR FRAMING 3 sT
<br /> - 'i�; TOP OF COL f SYSTEM W/TOTAL SLAB THICKNESS=5 1/2". 5W5 2-5 0 24"O.C. #5 032"O.C. _ W
<br /> () 3 Zw Z
<br /> I s_ TO BEAM W/ 4. DESIGNATION(x)INDICATES A COMPOSITE BEAM AND THE NUMBER OF EVENLY W Q
<br /> _--- ___ CAP PL' 1/2 x 6 x 1'-0" _, a
<br /> ' W/(4)-;3/4"0 BOLTS - SPACED 3/4"A x 3"LONG WELDED HEADED SHEAR STUDS. SW6 (2)-IS 0 48"0.C. 7 0 32"O.C. 1 W/(2)-#7 EXIST.CMV WALL,SEE NOTE 1 to ce V 1t
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<br /> 5. FOR BEAM TO COLUMN C(NNECTIONS REFER DETAIL 5/S-9. _ cc, W '
<br /> ' --1-�- SW7 (2)15 0 24"O.C. #7 0 32"O.C. 1 W/(2)-#7 EXIST.CMU WALL,SEE NOTE 1 IX
<br /> ", ��� 6. REFER TO SHEETS 5-9 ANT 5-10 FOR FLOOR FRAMING DETAILS. Q SHEET:
<br /> NOTES; Q
<br /> G ® J > ALIGN JOISTS AND STRAP ACROSS BEAM W/PL 3/8 x 2 1/2 x 1'-6" 1. REFER TO DET.5/S-12OF
<br /> WELDED ALL AROUX W/3/16"FILL T. FOR UPGRADE DE SW6 AND SW7,EXIST.CMU WALL.WELDED
<br /> PROVIDE(3)-5 BARS IN COMPOSITE FLOOR SYSTEM®GRIDLINES H AND H.3 0 2. ALL VERT.REINF.AT CMU SHEAR WALL ENDS SHALL BE A706(Fy=60,000 PSI). TYPO 31
<br /> 1 SECOND 4
<br /> F=1LOOR FRAMING PLAN ""--0" +, �� EXTENDING FROM GRIDLINE 3 TO 8 W/TENSION LAPS PER STRUCTURAL NOTES. 3. REFER TO DET. 1 -7 F
<br /> SCALE, 1/8
<br /> 4 ifr
<br /> 0/S OR BOUNDARY ELEMENT DESIGNATION.
<br /> OF: 1 3 SHEETS
<br /> - - 6816 Evergreen Way
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