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8'-0"MAX.
<br /> f f \
<br /> Al
<br /> •---4 F 'c't .WELDED WIRE FABRIC =E
<br /> 6 x 6-W1.4 x W1.4
<br /> I I SEE PLANS FOR ADD.REINF. %E ENGINEERING
<br /> L_ 0 id 111 MAIN STREET,SUITE 106
<br /> B�"
<br /> t-
<br /> ?----1----
<br /> - 7 B t.
<br /> 3 1/2"AFTER WELDING EDMONDS, 7 8-6 98020
<br /> PHONE (425)778-8500
<br /> Al A - ,TT, +� --. ®,J FAX (425)778-5536
<br /> N N
<br /> 5 1 I \\\_,6\-,
<br /> \... / i, toA ROOF SHEATHING APPLIED
<br /> ABOVE EXIST.DECKING •PROVIDE(2)-ANGLE STIFFENERS CLIP L5 x 5 x 5/16" ELAM SUSPENDED CEILING WIRE W/BOUNDARY EDGEANY CONCENTRATED (NEAR SIDE AND FAR SIDE)AT X 0'-5"LONGSEE ARCH.DWGS.FOR SPACINGNAILING ,LOAD(OVER 75#) j CONCENTRATED LOADS TO NEAREST " 2D GAUGE GALV.STEEL DECK COMPOSITE PER DETAIL 5 Q 'PANEL POINT. 3/4 TYPE I(UNLESS OTHERWISE NOTED ON PLANS) ._�
<br /> / 1/4
<br /> 1 UNIFORMLY SPACED 3/4"0 X 3 1/2"SHEAR 1�J 1
<br /> r liki MUIR d r —ii r STUDS(ASTM A-108)SEE FRAMING r--- --'4.� .I -- ---'\ /' ``\ / II _7— I- �I EXIST.4x T&G
<br /> IIPLANS FOR NUMBER OF STUDS PER11...J•1__ DECKING
<br /> I L4 x 4 x 3/8" BEAM. UNLESS OTHERWISE NOTED.\ /' \ /\ NOTES• IVY C` 3/8" 1 4 __ ,I,V
<br /> 1 L4x4x / \ I I ; G ....0,1
<br /> 1 4 I 1. REFER TO FLOOR FRAMING NOTES,ON SHEET S-4,FOR ATTACHMENT OF DECK
<br /> \r-14>----(TYP. 'I`
<br /> (WELDING REQ'D-SEE � I I._ �' �'�' ��'
<br /> SECTION B-B) TO SUPPORT FRAMING. ) DRILL 2 1/2"IIOLE FOR j.'; ''s
<br /> PIPE.Gk UT
<br /> SUPPORTING INCI 2 E 0 CELL
<br /> ANY SUSPENDED 2. PROVIDE 18 GAUGE GALV.SHEET METAL EDGE FORMS,CLOSURE STRIPS I i.
<br /> AND INSTALL PIPE ASSEMBLY i • A'+' •s
<br /> CONCENTRATED LOAD MEMBER AND SEALS TO PREVENT CONC.LEAKAGE DURING SLAB POUR. INTO FRESHLY GROUTED CELL lir' •1'°
<br /> IETI
<br /> THE TOTAL OF CONCENTRATED LOADS (OVER 75#) CONT.'L'FOR .-- 1 ! ��.L 4N�
<br /> SHALL NOT EXCEED 500#PER JOIST. SECTION Al-Al 3. SHORES ARE REQUIRED FOR ALL SINGLE DECK SPANS GREATER THAN �J I 3/16I\
<br /> 8'-0",DOUBLE SPANS GREATER THAN 9'-0",AND TRIPLE SPANS �_______._._IT_71_L _..._\�� EXPIRES: 7 6
<br /> THIS DETAIL IS TO BE USED ONLY SECTION A-ACrPON B-B GREATER THAN 10'-0". IN LIEU OF SHORING,CONTRACTOR MAY __ .1. I -Pi 1/4 x 6 x 0'-10"W/
<br /> WHEN IT IS IMPOSSIBLE TO LOCATE SECTION Al-Al SIMILAR PROVIDE HEAVIER GA.DECK. (12)#12 x 2 1/2"LONG
<br /> CONCENTRATED LOADS AT PANEL POINTS. NEW 8"CMU WOODSCREWS TO EXIST.
<br /> WALL BELOW DECKING.
<br /> 0 TYPICAL STEEL JOIST REINF. AT CONCENTRATED LOADS DETAIL 0 TYPICAL DETAILS AT OPENINGS IN METAL DECK3 TYPICAL CONCRETE FLOOR WITH COMPOSITE STEEL DECK DETAIL DETAIL
<br /> SCALE: NTS SCALE: NTS SCALE: NTS 4 "
<br /> SCALE: 1"=1-0
<br /> fit))
<br /> 7-TRANSFER BM.PER PLAN
<br /> IIPQ1 -
<br /> (2) #5 CONT.,TYP.
<br /> 0 BOND BEAM 0 TOP OF np,>1/4�3/1> 8"STIFF.PL, Ink
<br /> Z\
<br /> 16 x 3 1/2 x 5/16" ` PARAPET TYP.EA.SIDE
<br /> CONT.0BOND BM. %�� 1/2 PUDDLE WELD 0 12"O.C. - ,
<br /> 1 " BOUNDARY EDG 5/8"CD PLWD.S��ATHING W/
<br /> s NAILING PER DET.4/5-11 LAYOUT AND NAILING PER DET.5/S-11
<br /> lo i
<br /> 10d 0 4"O.C.AT PANEL EDGES, 3/4"�A.B.®32`O.C. ,,�; -20 GA.x 1 1/2"METAL DECKING EXIST.4x DECKING
<br /> DIAPHRAGM BOUNDARIES AND 1�„ N 'II EXTEND DECKING TO FLUSH W/ thi,
<br /> INTERIOR'SHEAR W•LLS BEAM FLANGE I} I ♦f
<br /> EXIST.4x T&G DECKING M`=� ma, n�—x n t r 1 t _-__-_---- 1111
<br /> . --- _..1
<br /> .. ' BELOW Q1 mr._ I " _._._.___..__ � �o PL11 8x9x1-0 W/ - W�.. �,� 1 I (4)-3/4`0 A325BOLTBORE 2 1/2"DIA.HOLE IN ,���= 2"DIA.STD.PIPE x 1'- " U co....,
<br /> B :, JOIST&T&G 3 16�''3 �� I\ L I I EXIST.DECKING.INSTALL y ; SHEAR PIN 0 32"O.C.MAX. o ..N
<br /> DECKING PLANK,TYP. \ I SHEAR PIN UPON COMPLETION /" h SEE NOTE 2 FOR SHEAR
<br /> • :: ;; 3/16 3 ` 1�1 OF GROUTING PIN AT EXIST.CMU WALLS co
<br /> ;.• 2,-0" ;; 3/16 3 % ; �` JOIST PER PLAN I - TS3 1/2 x 3 1/2 x 5/16"HANGER (2)-#5 CONT.TOP NEW 8"CMU WALL a !;3'1)
<br /> •• t TYP. t 0 •• ,� s AND SCHED. I COURSE SLOPED TO , "'o
<br /> MATCH EXIST.ROOF PROFILE \ . GROUT CELLS SOLID TO Y
<br /> LINLOWER BOND BEAM.START a
<br /> 8"CMU WALL— N LOWER BOND BEAM 1 COURSE m
<br /> ••• , BEAM PER PLAN BELOW TOP OF EXIST.WALL
<br /> W SHEAR CONNECTOR
<br /> DESIGN: FU
<br /> '' • ` PEREa FLOOR BEAM PER PLAN W/ AT GRIDLINE 1 AND NEW WALL 3.
<br /> ' • NOTES: DRAWN: 5K
<br /> •
<br /> SHEAR CONNECTOR PER 1.TOP OF NEW 8"CMU WALL TO MATCH EXIST.ROOF PROFILE
<br /> " CHECK: CCC
<br /> lad 0 12"O.C.FIELD 1-1 TS COLUMN BEYOND 1 icp
<br /> 2.FOR SHEAR PIN CONNECTIONS AT EXIST.12"CMU USE 2"DIA.
<br /> 5/8"CDX PLYWOOD NAILING,Ti?. GRIDLINE TO \ STD.PIPE BY 2'-0"SHEAR PIN 0 32"O.C.MAX. JOB NO: 98072
<br /> PANEL,TYP. OF BM.AND W/T.O.C.FLUSH
<br /> 1/4"END PL.0
<br /> Q W/T.O.B. BOTTOM OF T5 HANGER
<br /> COLUMN
<br /> 5 DIAPHRAGM NAILING DETAIL SECTION SECTION SECTION
<br /> SCALE: 112'=1'-a" 6 SCALE: r-E-0" 7 SCALE: 1"=1'-0" 8
<br /> 0 1 ANGLE WEDGE 1/2"SPACE BIM TUBES
<br /> PER DETAIL 1
<br /> Typ
<br /> '› 3/16-- I TS HDR.PER PLAN,TYP. 3 4"P
<br /> Zi ^ LAID SHEATHING C8x13.75 x CONT.LEDGER
<br /> J��.int L� ��� W/HILT)DNI 37 P8
<br /> POWDER ACTUATED 3/4"PLAID.SHEATHING 1 1/2"
<br /> FASTENERS 4"O.C. WI HILTI DNI 37 P8 1 TYP.i `ua
<br /> gimpI� 41 AT JOISTS POWDER ACTUATED hin
<br /> Q FASTENERS 0 4"O.C.AT �-=1� `
<br /> ' LEDGER AND JOISTS �
<br /> H ROOF SLOPE '1%i �!_i` ;
<br /> PER ARCH. � 1 __�_.� It.,
<br /> i,,
<br /> 3 16/ 3 5IDE5 DWGS. /. _EXTEND DECK TO FLUSH W/BEAML31/2x31/2x1/4x0'-5`LONG " �� C8JOIST®24"O.C. 3/4"0 A.B.
<br /> FLANGE AND ATTACH TO ANGLE PL5/16 x 3 1/2 x 0'-fi" 24"O.C.
<br /> ��� L6 x 3 t 2 x 5 1 W/5/8"PUDDLE WELD 0 12"O.C. 3/i6D W/(2)-3/4"o BOLTS \„1`
<br /> IN
<br /> BOND BEAM 0 TOP / /6 CONT. � - PLAN AND°SCHED Q` OF PARAPET \ L PER
<br /> 1/4 Q
<br /> l 20 GA.x 2”METAL DECK C8 ROOF CHANNEL / DF-
<br /> 3/4"O A.B.0 10"O.C.
<br /> N, (2)-#5 TYP. 0 BOND AND TOPPING SLAB PER 1 4 W
<br /> BEAM .11,
<br /> FLOOR FRAMING NOTES l I SECTION SECTION SECTION >-" z a
<br /> 15 x 3 x 1 4 x CONT. 8"CMUWALL .`�` - - ---- SCALE: 1"=1'-0" SCALE: 1 =1-0 ® SCALE: 1"=1'-0" Q 0 a
<br /> /
<br /> W/3/4"O A.B.
<br /> 0 32"O.C. W 3/16 3012 1 4ippr
<br /> 13 x 2 x 1/4 x CONT. Z Z Z
<br /> 3 16N 3012 0 -��---- WEDGE STITCH WELDED I W — Z
<br /> / th TO HEADER O W =
<br /> VI
<br /> BOND BEAM AT N',,,,` 3 16I 3 3/4"PLWD.SHEATHING O 0 Q Q
<br /> ROOF DIAPHRAGM - W/HIL11 DNI 37 P8 1, 3/4"PLWD.SHEATHING �. ?� Ct
<br /> 3/16 3 •
<br /> 3 16 POWDER ACTUAED lk
<br /> 3 16 I �� W/HILTI DNI 37 P8 W W
<br /> Z. 3 16r 3 FASTENERS 0 4"O.C. ROOF JOIST SLOPED POWDER ACTUATED Z W
<br /> FASTENERS 0 4 O.C.
<br /> 0 JOIST PER PLAN �� PER ARCH.DWGS. LI-
<br /> JOIST
<br /> N N 20 GA.x 1 1/2"ROOF DECK AND SCHED. D ' AT JOISTS O 0
<br /> INSTALLED PER ROOF FRAMING / ��� ' / O W (�
<br /> ' \ PLAN NOTES 8"CMU WALL ,+1 PL.1/2 x 8 x CONT.W/ Ct til) W iX
<br /> BEAM PER PLANROOF JOIST SLOPED PER ketr
<br /> 3/4"0 x 6"WELDED 2
<br /> JOIST P R P AN do SCHE. FE SHEAR CONNECTOR 111-
<br /> ARCH,DWGS. 4 , ,1
<br /> "E L D teS
<br /> HEADED STUDS 0 24 Q.C.
<br /> SHEET:
<br /> �- W/CONNECTION TO TS COL. %
<br /> BEYOND PER DTL.12/S-12 L3 x 2 x 1/4 x CONT. •�illrr�, 10
<br /> 1'-2" 3 16I3012 WEDGE STITCH WELDED \ 8"
<br /> 1'-0" GRIDLINE TO TO HEADER 3 16I3012 ; ; PLAN MAND SCHED.
<br /> ALL PERS...mill
<br /> / r Q OF BM.AND TS HEADER PER PLAN ���\ gco
<br /> SECTION SECTION SECTION SECTION
<br /> 9 SCALE: t"=1�_a" 10 SCALE: 1"=1'-0" �4 SCALE: 1"=t1-a" 15
<br /> SCALE: 1"
<br /> _'-° 6816 Evergreen WayZ
<br /> OF: 13 SHEETS
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