|
ENLARGEru"' FRAMINto I, ILAN f � AN\
<br />SCALE: 10'= V-13"
<br />on
<br />MIS11110-141 MlS'110-11,9� S' 591-011 S591- 2_
<br />%moo
<br />TYPICAL SHEAR
<br />J-2
<br />f
<br />PLI/43 1/2 Wil
<br />(3) 3/4-0 BOLTS
<br />1/4N
<br />2',
<br />(CLEW;
<br />3/4`0 ERECTION BOLT
<br /><_jBEAM
<br />i/4 v
<br />DRILL, THEN SLOT BRACE 1,�8` MAX;
<br />WIDER THAN KNIFE PLATE
<br />PROVIDE 4" MINIMUM LAP
<br />COLUMN
<br />1� "N 4 /NEAR SIDE & FAR SIDE
<br />1/4 4
<br />AT EACH END OF BRACE
<br />V
<br />PLI/2 (KNIFE PLATE)
<br />REFER TO SECTION BIS591-02 FOR ADDITIONAL INFORMATION,
<br />P A I Nj
<br />TYID c A t I be I L i I, i u v 0 N IN 1: u I I
<br />rl\
<br />u T I u-N, 'A\i
<br />SCALE: 11, = 11-01, S591-02
<br />LU
<br />F--
<br />PRIMARY REINFORCING
<br />I ui
<br />PARALLEL TO METAL DECK
<br />I
<br />SPAN, POSITION OVER CENTER
<br />C.) Lij
<br />OFLOWFL FLUTE
<br />TEMPERATURE All SHRINKAGE
<br />REINFORCING PERPENDICULAR TO
<br />METAL DECK SPAN
<br />TOP OF CONCRETE
<br />(SEE PLAN)
<br />:!S METAL FLOOR DECK
<br />(SEE PLAN FOR TYPE)
<br />LOW FLUTE
<br />orlp ny-nv
<br />kl�L URUtU\ rc
<br />u
<br />SC LIE I" = V-10" S591-02
<br />GUARDRAIL POST,
<br />SEE DETAIL 21S5911-13
<br />1/41'
<br />(,MAXIMUM)
<br />PLI/44 TOE PLATE
<br />CONCRETE OVER
<br />METAL FLOOR DECK
<br />POUR STOP BY METAL
<br />DECK SUPPLIER
<br />3/16N
<br />L3X5111 6X.g_5 1, 11-pl IT
<br />IRIM
<br />OUTSTANDING LEG
<br />AS REQUIRED) j j 3116
<br />3/16
<br />AS REQUIRED
<br />Typ I rPik I F.,,,,r-,n Tea "'KDR. A I L fam, N iTER 10),
<br />iL I R
<br />SEW ION E
<br />SCALE: 1'= 1'-0" S591-02
<br />Sym
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE SYN/I
<br />RRASION
<br />By
<br />APPROVED
<br />PFP SPAR PAINT BOOTH 1 AND 2- RECORD
<br />W5983281
<br />HG
<br />RLT
<br />xx..xx,xx,
<br />A
<br />PFP SPAR PAINT BOOTH I AND 2 PHASE 2- lFC
<br />'A5%3281
<br />HNG
<br />RLT
<br />06,0322
<br />COLUMN
<br />FOR BASE FLAT E
<br />INFORMATION SEE
<br />S591_01 591_06
<br />FOR INFORMATION NOT SHOWN SEE SECTION AIS591-02.
<br />I %_p 11,4111 -, I PON
<br />TYPICAL BRA(3-11NG n0t�'IIECTI
<br />E T'ON
<br />V-
<br />SCALE oft
<br />S591-02
<br />SECTION
<br />ROWS
<br />Wl
<br />l"
<br />"T"
<br />"D11
<br />W8, C8
<br />2
<br />114
<br />Y-6"
<br />3/8'
<br />3/4'
<br />vvio, CIO
<br />2
<br />3j8
<br />6 1/2'
<br />5ffig
<br />I
<br />W12, W14
<br />3
<br />114
<br />U-91
<br />3/8"
<br />3/4"
<br />W16
<br />4
<br />114
<br />11.00
<br />318°
<br />314'
<br />W18
<br />5
<br />114
<br />11-31
<br />3181
<br />314'
<br />FACE OF STEEL
<br />1,12"
<br />(MAXIMUM)
<br />NOTES:
<br />1) COPE FLANGES AS REQUIRED FOR BEAM TO BEAM
<br />CONNECTIONS,
<br />ALL BOLTS ASTM A325.
<br />F
<br />3) ALL CONNECTIONS TYPE N UNLESS OTHERWISE NOTED.4) REFER DETAIL 318591
<br />02 FOR MOMENT CONNECTION
<br />ROWS @ 3" SHEAR TABS AND BOLTS,
<br />ON CENTER
<br />2' SHEARTAB
<br />THICKNESS = "T"
<br />1122
<br />BOLT DIAMETER 'D"
<br />Typ IrAl SH F A RTAP
<br />vJ I r U-0
<br />Fif RAilvnR,vJ,G` /Y`lNHNFrl'kr%
<br />I"' F
<br />SCALE; I 'l 1 ;4)
<br />963 IN DECK RIB (3/4"
<br />CLR.) EA, SIDE OF
<br />OPENING
<br />NOTE:
<br />OPENINGS SMALLER THAN 6Nx,6' OR
<br />0 DO NOT REQUIRE REINFORCING
<br />11811I I/ I IQ
<br />I
<br />OPENING 12`xI 2' OR LESS
<br />vrrikiimv OrJAUIM,7 LIIVII llHl 1UP40
<br />"A" IS GREATER THAN 48, THERE IS NO RESTRICTION ON DIM "B",
<br />'B' IS GREATER THAN 48"', THERE IS NO RESTRICTION ON DIM 'k.
<br />NT F R L ATION
<br />D �TAII
<br />1- 11 g HL.
<br />Svkt, In V-0"
<br />P'�_VrN -ECT"Od
<br />TYrIUAL LNIA G iNTERS" R 4
<br />D TA I' L
<br />SCALE: V V-T 5591-02
<br />ADC'L. P TA B 11, 1 TY
<br />R. PINLAC
<br />T HIS DESIGN ANDIOR
<br />CHECKED
<br />SPECIFICATION IS APPROVED
<br />R. PINLAC
<br />ENGINEER
<br />APPROVED BY DEPT I
<br />T
<br />ATE K, WIT,
<br />CHECKED
<br />A. WARNER
<br />APPROVED
<br />R. PLUCINSKI
<br />— — ----------
<br />ED
<br />APPROVED
<br />R. THlRTYACRE
<br />=A
<br />L E G`E: N D
<br />MOMENT CONNE-�,'TION PER DETAIL3S591-02
<br />BRACED FRAME PER DEVIL A/S591-02 AND G/S591-02
<br />A
<br />E
<br />7 0' In
<br />-31EEIN1I
<br />GINLES
<br />L> 112", 16 GA VERCO PLB-36 OR B-36 FORMLOK STANDARD METAL DECK (GRADE 50) Vv8 3 1/2"
<br />CONCRETE FILL REINFORCED WITH #4 @ 12'0,0. E.W,, CENTS. TOTAL SLAB THICKNESS
<br />5", T/STEEL ELEV 112-1", SEE DETAIL C/S591-02.
<br />F _",CATWALK FRAMING AND CONNECTIONS PER I/S591-13,
<br />Lj #5 TOP AND BOTT OM EACH SIDE OF OPENING AND (2) #5x4-0` AT MID -DEPTH AT EACH
<br />CORNER,
<br />41 HSS10x6xI/2 COLUMNS, ASTM A500 GRADE C, TYPICAL
<br />5 MEZZANINE LOADS,
<br />GRA
<br />VITY:
<br />DESIGN WEIGHT MECH. EQUIP. = ACTUAL WEIGHT
<br />LIVE LOAD = 60 PSF
<br />SEISMIC DESIGN FORCE PER ASCE CHAPTER 15
<br />0 2L
<br />R = 325
<br />V = 50.0K
<br />_>3)#5@6`O,C.EACHSIDE0F �j AODITION TO FLOOR SLAB PENETRATION
<br />6 �
<br />REINFORCING PER 2/0-5 I -ENTER BARS ON OPENING AND EXTEND 3-0"
<br />,910
<br />(MIN) BEYOND OPENING EAC�i �"5
<br />CIA. PENETRATION REINFORCING PER 2659102. A
<br />8. SLAB EDGE TO BATCH EDGE OF BEAM FLANGE AT NORTH AND WEST ELEVATION, EXTEND
<br />SLAB EDGE 5/8"Mlk BEYOND EDGE OF BEAM FLANGE AT SOUTH AND EAST ELEVATION.
<br />57 STAIR 0 IT
<br />PER ARCH I ECTURAL. SEE S591-12 FOR MORE INFORMATION,
<br />A SOUTH FACE OF COLUMI'l FLUSH WITH SOUTH EDGE OF BEANII FLANGE.
<br />7 4" HO USEKEEPING PAD AND WATER HEATER SUPPORT FRAMING, SEE DETINIUS 3 AND 4 OIN
<br />Fli
<br />S591-13, LOCATE PER MECHANICAL.
<br />r 12—>REMOVE EXISTING FIXED GUARDRAIL SECTION AND REPLACE WITH REMOVABLE
<br />GUARDRAIL, SEE DETAIL 2/S591-14 AND 6IS591-14, SEE ARCHITECTURAL FOR MORE
<br />INFORMATION.
<br />13 >FILTER SUPPORT STRUCTURE, SEE DETAIL VS591-14. LOCATE PER MECHANICAL.
<br />�>FAL ARREST ANCHOR POINT. COORDINATE LOCATION WITH BOEING, POSITIONAi%'IcHOR
<br />14
<br />AT CENTER ER OF REMOVABLE SECTION OF RAILING (± I'-0`) AND LOCATE 2-0" MINIMUM FROIVl
<br />EDGE OF DECK. ANCHOR TO CONSIST OF FALL TECH 7414P D-RING OR APPROVED EQUAL
<br />ATTACHED WITH 5/16" FILLET WELD ALL-AROUND PER MANUFACTURERS INSTALLATION
<br />INSTRUCTIONS TO BASE PL lf7X9'X9`. ANCHOR BASE PLATE TO CONCRETE WITH (4) 318" A
<br />3-112" HILTI KWIK-BOLT TZ2 INSTALLED AT 6" SPACING.
<br />7 F, , r-,N, COIN, I k 1 0 NSTRUIC"i K4. OTL�D
<br />METAL DECK REMAINS INTACT AT ALL CONCRETE BLOCKOUTS, DECKING WILL REQUIRE
<br />REMOVAL FOR PENETRATIONS.
<br />IONS.
<br />I
<br />G R I D
<br />_1 /B
<br />FLANGE
<br />2 3,0`
<br />PLI /8" CAP SEAL WELD
<br />WI0x49
<br />W/ 3/8' END GAP
<br />L
<br />yp Lo
<br />PL3/8x4 3184 1/2 Wl (2) 1 "0
<br />Ix6x6 CAP PL BOLTS SPACED AT 3'
<br />1/4 N ALL WELD;
<br />1/4 V LINO
<br />HSSI0x6xI/2
<br />MOM
<br />E- IN' T C (D N IN7 I '- `101N
<br />DET A
<br />SCALE: 1'= V-0" S591-02
<br />'P. ISSUED IFOR
<br />CONSTRUCTION
<br />+
<br />HARRIS GRO[JP
<br />REVISION 4'A" ONLY
<br />PROJECT 140° 0012630,06 1
<br />C'ITY ( OF EVERETT
<br />REVIEWED FOR PERMIT DRAWN: RN/p PROD MGR: RLT
<br />EN�INEER: KBW APPROVED: RLT
<br />�HECKED: AMV`vl DATE: 06.0322
<br />TE
<br />0624,19
<br />suslITLE I
<br />PicPS3PAR PAINIF - EMLARGE D FRAMING PLAN
<br />"UPREN] "l-EVISiON SYMBOL
<br />I j�,Ll'll
<br />W5983281 j 06,032K
<br />11.19.19
<br />SIECTIONS AND DE -TAILS
<br />11.19.10
<br />v
<br />TITLE PFP SPAR PAINT BOOTH I AND 2
<br />cz r... a i
<br />n I
<br />n
<br />11.19.19
<br />U I'L D I IN' Gi 44 0) — Ow 5', 8
<br />JOB NO.
<br />COMP Na.
<br />11.19.19B
<br />VV5983281
<br />11.19.19
<br />STRUCTURAL MA iER EVERETT, WA
<br />FASTER
<br />DWG Na.
<br />40-058-S591-02
<br />
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