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GENERAL NOTES
<br /> I 3.5 I 4.5 5 GENERAL:
<br /> 4 BAYS ® 100'-O"=400'-O" Y Y 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br /> 4 EQ. SPCS. 2 EQ. SPC . 1y CONDITIONS IN THE FIELD. NOTIFY THE ENGINEER IF THERE
<br /> 8'-5"L 6 SPA. ® 8'-4"=50'-O" J Z p ARE ANY CONFLICTS OR VARIATIONS FROM THE DRAWINGS.
<br /> �P 6'-8" 11'-6" 17'-2" 14'-8" REINFORCED W27 W AS-BUILT IN FIELD FOR STEEL DETAILING IS REQUIRED.
<br /> �o
<br /> EXIST
<br /> G/ �ti Iy/ B-2(i6) 'Gti B-2(16) y/ B-i(1s) lcti B-1(16) �G/ B-2(16) W27X84 Gti B-2(i6) ~ 2 THE MREfHODSOFEPRESENT THE CONSTRUCTION.IT EHED STRUCTURE,CONTRACTOR SHALL
<br /> B-2(16) B-2(16)
<br /> r N N (C 3/4) (C 3/4') O PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
<br /> N a a o ^ 1 STRUCTURE DURING CONSTRUCTION INCLUDING, BUT NOT
<br /> o o o o s �^ N B 24(3) M ao I LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS
<br /> M- 1 II p
<br /> i o II 11 it II II °' pO c� Q �� W21X 4 m I AND EQUIPMENT, ETC. THE ENGINEER IS NOT RESPONSIBLE
<br /> I °' I �' ' I i m °'` n i B m I 1n FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES
<br /> D' `J 00 J B 24(3) m �- m " m m B 24(3 o,v m B21 N
<br /> 2S 00 5S OF CONSTRUCTION, OR THE SAFETY PROGRAM. OBSERVATION
<br /> N B-14(6) >G X >G B-1 6 _ `o VISITS TO THE SITE BY THE ENGINEER WILL NOT INVOLVE
<br /> -14(6 - - - REVIEW OF THESE ITEMS.
<br /> a DO
<br /> o rn ? /� B-31(18 " -30 1 0
<br /> C., °O m " m ^^ 2S 00 5 03 2-6" A 7(`TY .) (T 30) W14X22 M 8-24 3)I DESIGN LIVE LOADS:
<br /> m m o \ m cv v
<br /> i N II o 7 "o W8X10 j o BRIDGE WALKWAY............................100 PSF
<br /> N ^ N m ? m �t Nm i ^ N FLOOR BUMP OUT..........................150 PSF
<br /> SEERSHEET S50 °'v m o 2'-6- o I II
<br /> B-2 12 z B-2(i6) v B-2(16) ~^ B-2(8 B 1 16 B 1 16 W1 X22 M m v m 1 MECH'L MEZZ ABOVE COOLERS.......20 PSF + EQ WEIGHT
<br /> ° hF ti , C-2e� (C=3/4")� (C=3/4") B-2(1 ) B-2(16) O STRUCTURAL STEEL:
<br /> G' G' 2'-6° Q G B-18(4) STAIR/ELEVATOR R3 Gti STAIR R4 Q, 101
<br /> L14'-8" 2'-0" SEE SHEET S571 SEE SHEET S570 14'-8" 2'-0" 14'-0 1 2 2 00 5S 5 i. FABRICATOR SHALL BE AN "APPROVED FABRICATOR" IN
<br /> 4'-0° / ACCORD WITH IBC SECTION 1704.2, REGISTERED AND
<br /> 3'-6" APPROVED BY THE LOCAL BUILDING DEPARTMENT.
<br /> FU E ELEVATOR R4.5E
<br /> rJ.5 6.5 7.5 8 H,59 2. STRUCTURAL STEEL SHALL MEET ASTM A572 150 KSI)
<br /> Y 4 BAYS 0100'-0"=400'-0" UNLESS NOTED OTHERWISE. STRUCTURAL STEELEL WIDE
<br /> FLANGE SHAPES SHALL MEET ASTM A992 (GRADE 50).
<br /> 6 SPA. 0 8'-4"=50'-O" 3 EQ. SPCS. 2 EQ. S CS. 3 EQ. SPCS. 2 EQ. PCs. STEEL TUBE SHALL MEET ASTM A500 GRADE B.
<br /> TYP• 1'-6" 17'-2" 14'-8" 1'-6" 17'-2" 14'-8" -Z 0 3. BOLTS AT STEEL TO STEEL CONNECTIONS SHALL BE
<br /> o 10 ^ 10 ^ w 3/4-INCH DIAMETER, ASTM A325-N, AND TIGHTENED TO
<br /> �� p0 G/ b m THE TURN OF THE NUT CONDITION AS DEFINED BY AISC
<br /> + B-2 i 6 B-2 i 6 _ 8-2 16B-2 16 B-2(i 6) <r B-2(16) °j w----____ _ UNLESS OTHERWISE NOTED.
<br /> _ t � >�. � � cn P
<br /> 1
<br /> 4. FIELD BOLTING INSTALLATION SHALL BE INSPECTED IN
<br /> 1 0 o 00 i' oo N it oo `" " ^I ACCORD WITH IBC AND THE AISC MANUAL, NINTH EDITION.
<br /> _ O
<br /> m m I ti N - -- ul my r` I ^ m.... CJ Ln m m�
<br /> I .... I �, I �, " m N ,�, �, 3 co' i I d- I �n 5. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE
<br /> m m " m- 24 3) - O I g� o B 24(3 ^ o� Do m 0° m B-24 3) N AMERICAN WELDING SOCIETY CODE AWS D1.1 FOR LOW
<br /> HYDROGEN ELECTRODES. ELECTRODES SHALL MATCH BASE
<br /> >< -14 6 14 24 METALS AS SPECIFIED IN IBC.
<br /> B-14 18 ° B-14 18
<br /> I m M o CR NE 2'-s" A 1 (TY .) 1 2 5 5 503 1 6. FIELD WELDING AND BOLTING INSPECTION SHALL BE PER
<br /> 0 1'-8" 5'- 6 m m b THE 2003 IBC, SECTION 1704 REQUIREMENTS. THE TESTING
<br /> N n CROS OVER C-30 B-24 3) o
<br /> u) � N (TYP.) _ o " `t j LABORATORY SHALL VISUALLY INSPECT ALL FIELD WELDING
<br /> 1 N `o r j I m W18 35 N o m m N IN ACCORDANCE WITH THE 2003 IBC, AND AISC MANUAL,
<br /> 1 M m m I /I I (TY m , G NINTH EDITION.
<br /> wk
<br /> B-2(i6) �2(8) t / O 7. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION
<br /> Z o ,.�. B 212 B-2(16) B-2(i6) B-2(8)" -0" LBOLTS, ADHESIVE ANCHORS, ETC.) SHALL BE INSTALLED
<br /> = 14'-8" 2'-0" WITH STEEL WASHERS.
<br /> r w B-30, TYP� STAIR/ELEVATOR R6 2 1 SEE SHEET S570 B-30, TYP-] STAIR/ELEVATOR R9
<br /> w SEE SHEET 5573 SEE SHEET 5575 8. EXPANSION BOLTS SHALL BE HILTI KB-TB ANCHOR OR
<br /> 91 ^ 5410 2S500 5410 2S500 ¢ EQUIVALENT.
<br /> 9.s 10 1 0. D Y3'-03,
<br /> zs5oo ssza
<br /> BAYS 0 100'-0"=200'-O"PA. ® 8'-4"=50'-O" D NOTE 9A 8"
<br /> NOTES: CONSTRUCTION NOTES
<br /> TYP• 1. FLOOR LIVE LOAD = 150 PSF OR FORKLIFT.
<br /> o NOTE 9B Lr 2. TOP OF STEEL EL 120'-0".
<br /> r �ti NOTE 9C ti r
<br /> ,� c, p G 3. ALL BEAMS ARE B-9 (25) (CAMBER=1 1/4') UNO.
<br /> B-2 16 ^ B-2 16 ^ B-2 i6 B-2015 P 4. FLOOR BEAMS ARE COMPOSITE BEAMS W/ HEADED STUDS, (NO) DENOTES
<br /> _ NUMBER OF STUDS TO BE EVENLY SPACED OVER BEAM LENGTH.
<br /> ai 15 o M\ M M 0 v �\ I o d D- N m' 5. ALL FLOOR FRAMING MEMBERS ARE A-36 MATERIAL. UNO ON SCHEDULE
<br /> rn \ OR DETAIL DRAWINGS.
<br /> i
<br /> i M� I 11 i I II L� o� I
<br /> II II m U U II O
<br /> N m v mm _ col6. BOLTS ARE A325-X 3/4"0 FULLY PRETENSIONED UNO.
<br /> 1 B 24(3) mil II fi 7. FOR FLOOR SLAB, SEE SHEET 2S501. 1357ss 2'-1" '-6" 6' 5" m B-2 B�2 3 N P Ds B DG 40 25 11
<br /> & 8-14 a o 9. QU PM N W IGHTS A D IZ S AS LIS ED B LO E IFY IN FI LD.
<br /> >C o 31 1 D A. MAXIMUM WEIGHT = 2000 LB, ESTIMATED SIZE = i l'-0"xl l'-0". N
<br /> -14(6 d 2 6" B. MAXIMUM WEIGHT = 1000 LB, ESTIMATED SIZE = 7'-O"x2'-O". *2510 *2S11 *2512 *2S13 *2S14 m
<br /> 14 12 n o0 A 7(`TY ,) m C. MAXIMUM WEIGHT = 2000 LB, ESTIMATED SIZE = 8'-0"x4'-0" r0
<br /> 8 I m I � � _ DO
<br /> D. MAXIMUM WEIGHT = 2000 LB, ESTIMATED SIZE = 6'-0"x2'-0"
<br /> 0 0O o " I *2S15 *2S16 *2S17 *2S18 *2S19
<br /> O w I Lt7 N i m I N m DO
<br /> g I °' m m N B 2(12) m *2S20 *2S21 *2S22 *2S23 *2S24 m
<br /> a B-2(16) a B-2(12) 2s26 2s27 2s262s29w c' 2'-6" B-30, TYP. SEESTAIRSHEET S570R
<br /> 9D
<br /> 14'-8" 2'-0" FUTUR RI DG 40-27
<br /> STAIR RIO, 2'-0" 14'-8"
<br /> D SEE SHEET S570 19-2 KEY PLAN * DENOTES PLANS
<br /> N NOT INCLUDED
<br /> SCALE: NONE IN THIS DWG SET
<br /> 2ND FLOOR FRAMING PLAN �\ 8' a' o s' 16' 24' 32' ao'
<br /> � SCALE: 1/16"=1'-0"
<br /> 1cpff
<br /> ISSUED FOR CONSTRUCTION
<br /> 1601 Sth Avenue,Suite 1600
<br /> Seattl
<br /> WA
<br /> mz 206.6e2.5922 01 DESIGN BY KPFF DATE 03.01.24
<br /> PROFESSIONAL STAMP&SIGNATURE APPLIES TO WORK 206.622.6822
<br /> WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED w .kpffxom
<br /> °p SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE K'N SUBTITLE CURRENT REVISION SYMBOL GATE
<br /> Q WAYNE ACCEPTABILITY MB 05.13.15
<br /> N - RECORD DRAWING ISSUED TO OWNER CEV 9/29/97 - - RECORD DRAWINGS W3482229 PSM 12,11.15 ,J4 oP 1TAsy �'/pr THIS DESIGN AND/OR 2ND FLOOR FRAMING W8861360 D 03.01.24
<br /> Q<'V o 2 SPECIFICATION IS APPROVED REM 05.13.15 SHEET SEQUENCE NO.
<br /> rn A 40-26.2 CAFE J#567559-00 DLR GROUP DAM 04/05.07 D 737 NORTH UNE-40-26 TOWER RELOCATIONS DP 26.03 W8661360 KPFF A. EWING 03.01.24 m� s c APPROVED BY DEPT. DATE TITLE 737 NORTH LINE - 40-26 TOWER RELOCATIONS DP 26.03 C C o0
<br /> - RECORD DRAWING CLEANUP J#567559-00 DLR GROUP DM 02.20.08 BOE/A/6 JJ
<br /> N CHECKED
<br /> B 5X5 RATE READINESS- RECORD SET 13884121 MKA P.T.RYAN 06.06.14 �o,� c 4es4e �ew� A BUILDING 40-026
<br /> �y.S�RAL£ G1
<br /> C 878 PSD 21 DAY FLOW FISHBOWL w3462229 PSM 05.13.15 TONpL 8N \v A D STRUCTURAL MASTER COL. P-R 1-11 EVERETT, WA owc No. 40-026-2S500
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