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GENERAL NOTES: STRUCTURAL STEEL: ADHESIVE ANCHORS: PEDESTRIAN TUNNEL LOADING CRITERIA:
<br /> 1. DESIGN,FABRICATION AND ERECTION Of ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH 1. FOR POST-INSTALLED ADHESIVE ANCHORS INTO CONCRETE,PRODUCTS SHALL HAVE 1. HS20:(4)-SKIP WHEEL LOADS
<br /> 1. DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE,IBC 2015 AND THE THE AISC STEEL CONSTRUCTION MANUAL,LRFD;14TH EDITION.THE STRUCTURAL FRAME BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH AC1355.4 AND ICC-ES
<br /> STATE OF WASHINGTON AMENDMENTS. FABRICATOR SHALL BE AISC CERTIFIED FOR STEEL BUILDING STRUCTURES(STD)OR INCLUDE,AT AC308.PRE-APPROVED ADHESIVES INCLUDE: 2. 500 PSF APPLIED UNIFORMLY
<br /> 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND THE FABRICATORS EXPENSE,INSPECTION SERVICES NECESSARY TO INSURE THAT THE SHOP A.SIMPSON STRONG-TIE'SET XP'(ICC-ES ESR-2508) TOOLS MOVED W TUG
<br /> SPECIFICATIONS. PROCALL CONNEURES AND CTIONS S SHALL BRICATION BEINS ECTED APLIES WITH S
<br /> WINGS AND SPECIFICATIONS.SPECIFICALLY.
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS.CONNECTIONS,EMBED PLATE ND TESTED BY A CERTIFIED TESTING AGENCY. B.HIT-HY200 ADHESIVE ANCHORING SYSTEM(ICC-ERS-3187) 3. TME112W3000.9/-10 WING UPPER PANEL TRANSPORT TOOL(LOADING PROVIDED 1/12/2017)
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURERS APPROVED 2. ALL STRUCTURAL STEEL SHALL HAVE THE FOLLOWING ASTM SPECIFICATION AND 2. FOR POST-INSTALLED ADHESIVE ANCHORS INTO MASONRY,PRODUCTS SHALL A. 131 KIP LOADING DISTRIBUTED OVER 8 CASTERS(2 WHEELS 1'-8'APART/CASTER=16 WHEELS).
<br /> DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING YIELD STRENGTHS UNO: HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC-ES AC58. (2)GROUP OF WHEELS.68 KIPS AND 63 KIPS,EACH GROUP HAS(4)CASTERS @ 4'3'x 1 V-6'SPACING.
<br /> PLANS.WHICH HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER. W&WT SHAPES ----FY=50 KSI(A992,GRADE 50) PRE-APPROVED ADHESIVES INCLUDE:(ALL MASONRY CELLS TO RECEIVE LOCATED 61'5"APART,FOR MAX WHEEL LOAD OF 8.5 KIPIWHEEL
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH
<br /> RECTANGULAR&SQUARE HSS-----FY=46 KSI(A5DO,GRADE B) ANCHORS SHALL BE GROUTED SOLID) 4. TMEI12W4000.9!-10 WING LOWER PANEL TRANSPORT TOOL(LOADING PROVIDED 11122017)
<br /> STEEL INDEX PLATES----------FY=50 KSI(A572) A.SIMPSON STRONG•TIE'SET'(ICC-ES ESR-1772) A. SHAME LOADING AS SHOWN ABOVE IN 3A
<br /> ARCHITECTURAL MECHANICAL.PLUMBING,ELECTRICAL AND CIVIL DRAWINGS S, CHANNELS,ANGLES&MISC.STEEL---FY=36 KSI(A36) B.HILI HIT-HY 150 MAX(ICC-ES ESR-1917
<br /> LOCATE RECESSED SLABS,SLOPES.DRAMS,EAGLES,BOLT FTT8JG5.GRADES,ETC. ) 5. TMEI12W100D.9 REAR SPAR ASSEMBLY TRANSPORT TOOL(LOADING PROVIDED 1/12/2017
<br /> ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE 3. ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST C.HILT[HIT-RE 500SD R )
<br /> ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK EDITION OF THE AISC STEEL CONSTRUCTION MANUAL AND THE INTERNATIONAL 3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE A 93 KIP LOADING DISTRIBUTED OVER 8 CASTERS(2 WHEELS 1'3'AS(4)CASTERS
<br /> =16 WHEELS).
<br /> BUILDING CODE MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD(EOR) (2)GROUPS OF WHEELS OR KIPS EACH GROUP,EACH GROUP HAS(4)CASTERS @ T-0'x 8'-8'SPACING,
<br /> 5. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE LOCATED 67'5'APART,FOR MAX WHEEL LOAD OF 5.8 KIPSANHEEL.
<br /> INTERACTION OF VARIOUS CONNECTED COMPONENTS.PROVIDE ADEQUATE BRACING, 4. AL WELDING ELECTRODES SHALL BE E70XX,UNO.AL WELDING SHALL BE PERFORMED FOR REVIEW.SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS
<br /> SHORING.AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS Di.t/D1.1M STRUCTURAL HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE 6. TME112W20D0.9 FRONT SPAR ASSEMBLY TRANSPORT TOOL(LOADING PROVIDED 11122017)
<br /> WORK WELDING CODE-STEEL.LATEST EDITION. APPLICATION.SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS A. 95 KIP LOADING DISTRIBUTED OVER 8 CASTERS(2 WHEELS 1'S"APART!CASTER=16 WHEELS).
<br /> DEMONSTRATING THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING (2)GROUPS OF WHEELS 47.5 KIPS EACH GROUP.EACH GROUP HAS(4)CASTERS @ T4x 8'-8"SPACING,
<br /> 6. THE CONTRACTOR SHALL VERIFY AL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO 5. AL FILLET WELDS SHALL BE 3116'UNO,BUT NOT LESS THAN AISC MINIMUM, PERFORMANCE VALUES OF THE PRE-APPROVED PRODUCTS. LOCATED 773'APART,FOR MAX WHEEL LOAD OF 5.9 KIPSMlHEEL.
<br /> ORDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHFfECIENGINEER IF DIFFERENT SEE CHART BELOW: 4. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S 7. TME TUG:42 KIP LOADING DISTRIBUTED OVER 4 WHEELS=10.5 KIPSAWHEEL @ 6'-4 xr-t"SPACING
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS. MINIMUM SIZE FOR FILLET WELDS INSTRUCTIONS.THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR (LOADING PROVIDED 11122017)
<br /> 7. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEFORE MATERIAL THICKNESS OF THINNER MINIMUM SIZE OF PRODUCT INSTALLATION TRAINING.
<br /> AGV
<br /> CONSTRUCTION BEGINS TO COMPARE AL PART JOINED(INCHES) FILLET WELD(INCHES EXISTING CONDITIONS WITH WHAT IS SHOWN ON 5. MINIMUM EMBEDMENT FOR ADHESIVE ANCHORS SHALL BE AS FOLLOWS,UNO: TOOLS MOVED W
<br /> THESE DRAWINGS.IF THERE ARE CONDITIONS WHICH ARE DIFFERENT FROM WHAT IS SHOWN. TO 114"INCLUSIVE 1f r 12'DIA=412' 314'DIA=6 3/4' 8- 3TME112W0000 WINGBOX LAYDOWN TRANSPORT TOOL(LOADING PROVIDED 1/122017)
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. OVER 114'TO 117 5!S'DU=5518'3116' 1'DIA=9' A. (1)x 24.7 KIP OUTBOARD BOGIE(=2 x 1.233 PLF LINE LOADS FROM CASTERS OVER IV @ 8'-TOC)
<br /> OVER 17 TO 314' 1/4' B. (1)x 35.5 KIP INBOARD BOGIE(=2 x 1,731 PLF LINE LOADS FROM CASTERS OVER 10'-3'@ 17-8'OC)
<br /> 8. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE OVER 314' 5116' (2)BOGIES LOCATED 46'-8'APART.
<br /> ARCHITECT/ENGINEER TO ENSURE THATT THE
<br /> HE COONTRNTR ACTOR'S UNDERSTANDING OF THESE 9. 2TME112WDD00-91-10 WING ASSEMBLY PULSE FRAME(LOADING PROVIDED 111212017)
<br /> DRAWINGS AND PLAN FOR THE WORK IS IN ACCORDANCE WITH THE DESIGN INTENT AND TO 6. THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL WHICH SHALL BE CHECKED DEBRIS MITIGATION: a
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE, BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO SUBMITTAL TO THE (1)z 40.2 KIP OUTBOARD BOGIE(=2 x 1.040 PLF LINE LOADS FROM CASTERS OVER 19'-0'@ 6'-10'OC)
<br /> STRUCTURAL ENGINEER OF RECORD FOR REVIEW.THE SUBMITTAL SHOULD INCLUDE B. (2)x 34.3 KIP INBOARD BOGIE @ 11.6'OC(EACH BOGIE=2 x 1,838 PLF UNE LOADS FROM CASTER OVER 9-0'@ 3'-0'OC)
<br /> 9. SECTIONS AND DETAILS ARE SHOWN TO INDICATE SPECIFIC CONDITIONS.WHERE SECTIONS ARE NOTED FABRICATION AND ERECTION DRAWINGS.FABRICATION SHALL NOT COMMENCE UNTIL THIS I• CONTRACTOR SHALL COORDINATE WITH OWNER FOR DEBRIS MITIGATION AND OUTBOARD AND INBOARD BOGIES LOCATED 673'APART.
<br /> TO BE TYPICAL,THESE SECTIONS OR DETAILS SHALL APPLY REQUIREMENTS FOR AL CONSTRUCTION ACTIVITIES AFFECTING AREAS APPLY TO OTHER SIMILAR LOCATIONS.ANY REVIEW IS COMPLETED. 10. TMEt 12W4000.91-10 WING LOWER PANEL LOADER(LOADING PROVIDED 1/1212017)LOCATION IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. WITHIN THE EXISTING OPERATIONAL BUILDING.
<br /> 7. CUTS.HOLES AND THEIR REINFORCEMENT(REQUIRED BY OTHER TRADES)SHALL BE A 78 qP LOADING IS DISTRIBUTED OVER 40 CASTERS(=2 KIPS/CASTER).
<br /> 10. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS,METHODS, SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE EACH PAIR OF CASTERS ARE SPACED BETWEEN 6'-11'TO 903'APART ACROSS THE VARIOUS INBOARD
<br /> TECHNIQUES,SEQUENCES,NOR PROCEDURES OF CONSTRUCTION SELECTED BY THE SHOP.FIELD BURNING OF HOLES&CUTS IN STRUCTURAL STEEL SHALL NOT BE (ROOT END),MID-SPAN,AND OUTBOARD(TIP END),AND EACH PAIR OF THESE CASTERS ARE SPACED
<br /> CONTRACTOR,OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF VERIFICATION OF REINFORCING IN EXISTING BETWEEN 7S'TO 10'-2'OC ALONG THE 113'LENGTH OF THIS WING LPL
<br /> CONTRACTOR THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE RECORD,UNLESS NOTED OTHERWISE ON THE DRAWINGS. PRECAST TUNNEL PANELS: 11. PME712W0000.91-10 WING RIB SPAR MODULE(LOADING PROVIDED 1/1212017)
<br /> CONTRACTOR TO PERFORM THE CONSTRUCTION WORK IN ACCORDANCE WITH THESE DRAWINGS, 8. SIZE AND SHAPE OF STRUCTURAL STEEL SHALL BE AS SHOWN ON DRAWINGS. A. (15)AXLE SPACED-5'TO-10'APART,OVER A TOTAL LENGTH OF 103''-6'
<br /> 11. THE INTENT OF SITE VISITS ARE FOR THE STRUCTURAL ENGINEER TO BECOME FAMILIAR WITH THE 9. AFTER ERECTION,ALL STEEL SHALL BE CLEANED OF ALL RUST,LOOSE MIL.,SCALE,AND i. VERTICAL AND HORIZONTAL REINFORCING HAS BEEN CONFIRMED BOTH VIA GROUND LOADS VARY BETWEEN 3.4 TO 13A KIPIAXEL(2 TO 6 CASTERS PER AXLE=1.7 TO 2.8 gPSICASTER).
<br /> QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS OTHER FOREIGN MATERIAL SCUFFS AND ABRASIONS SHALL BE FIELD TOUCHED-UP. PENETRATING RADAR(GPR)AND CHIPPING OUT OF PRECAST WALL TO EXPOSE 12 3848.36-0OD1 E2 FIXED BED ROBOT TRANSPORT CART(LOADING PROVIDED 1/1212017)
<br /> PROCEEDING IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 10. ALL FIELD CONNECTIONS ARE TO BE PAINTED TO MATCH ATTACHED COMPONENTS. REINFORCING TO BE AS FOLLOWS: A. (1)z 40.6 KIP BOGIE=2 x 1,572 PLF LINE LOADS FROM 20 CASTERS OVER 17-11'@ 8'-0'OC(2.0 KIPS/CASTER).
<br /> 11. WELDED SHEAR STUDS SHALL BE 112"DIA x 6'LONG ASTM A108 HEADED STUDS. A. #4 VERTICAL @-10'OC AT BOTH INSIDE AND OUTSIDE FACES OF PRECAST 13• FORI AUTOMATED GUIDED VEHICLE(AGV)(LOADING PROVIDED 1112!2017)
<br /> TUNNEL WALLS AFTER EXPOSING A SINGLE LOCATION Of A#4 VERTICAL BAR AT A. (4)WHEELS @ 2 KIPS EACH ON 2'-71'x 15;2'SPACING
<br /> INSIDE FACE,IT HAS BEEN CONFIRMED THAT VERTICAL REINFORCING IS B. (4)WHEELS @ 8 KIPS EACH ON Y-6'x 8'-I'SPACING
<br /> CONTINUOUS FROM BASE OF PRECAST WALL TO NEAR CROWN OF TUNNEL WALL.
<br /> B. #4 HORIZONTAL @-8'OC,ALTERNATING BETWEEN INSIDE AND OUTSIDE FACES
<br /> OF WALL.
<br /> 2. IT IS NOT ALLOWED TO CUT REINFORCING IN EXISTING PRECAST TUNNEL PANELS.
<br /> CONTRACTOR TO PERFORM GPR AT EACH LOCATION AS NECESSARY,AND/OR SHIFT
<br /> HSS5x5 BRACES LATERALLY+/-7,AND UTILIZE VERT SSL HOLES TO AVOID CUTTING I
<br /> REINFORCING WHEN DRILLING FOR EPDXY ANCHOR BOLTS.
<br /> LOAD TESTS OF SHORED TUNNELS:
<br /> 1. LOAD TESTING IS TO BE PERFORMED AFTER HSS5x5 BRACE SHORING IS INSTALLED TO
<br /> CHECK EXISTING PANELS AT SHORED AREAS.
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