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A B C E F
<br />GENERAL NOTES
<br />INFILL PER ARCH GENERAL:
<br />16 GA TOP TRACK
<br />ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY. UNLESS STRUCTURAL STEEL:
<br />NOTED OTHERWISE.
<br />(2) 812-14 TEK SCREWS STEEL SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED.
<br />WAPART) 0 EA BUILDING CODE:
<br />EXIST ROOF DECK CHANNEL,TYP ROD STEEL SHALL CONFORM TO ASTM A307. COLD FORMED STEEL STUDS SHALL
<br />TYP
<br />EXIST ROOF ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE CONFORM TO ASTM A446 GRADE D, GALVANIZED G60, MINIMUM YIELD 50 KSI. SHOP
<br />& ROOF PURLINS (2) 812-14 TEK SCREWS PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING
<br />EXIST C6 PER STUD ARE REFERENCED BY THE BASIC DESIGNATION. IN THE CASE OF CONFLICTING SHALL BE DONE BY A*,/WABO (WASHINGTON STATE ASSOCIATION OF BUILDING
<br />OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS DI.I. WELDS
<br />REQUIREMENTS, THE BUILDING CODE SHALL GOVERN.
<br />SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES, INCREASE WELD SIZE TO AWS
<br />SNUG TIGHT IN TOP
<br />TRACK. DO NOT WELD APPLICABLE CODES AND STANDARDS: MINIMUM SIZES, BASED ON PLATE THICKNESS. ALL WELDS SHALL BE MADE USING
<br />OR SCREW STUDS TO LOW- HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH: 70KSI.
<br />BU ILDING CODE UNIFORM BUILDING CODE. 1991 EDITION
<br />TRACK
<br />EXIST C6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE
<br />C8x16 GA ACI AMERICAN CONCRETE INSTITUTE BUILDING CODE AND SELECTION OF OPTIONAL DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR
<br />SHALL ALSO BE RESPONSIBLE FOR ALL ERECTION AIDS AND jOINT PREPARATIONS.
<br />It GWB, REOUIREWNTS FOR REINFORCED CONCRETE, 1989
<br />oOr' STUDS 016 0C
<br />SEEARCH 1_001/40'4' EDITION THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO
<br />ADD C6 x 8.2 PROCEEDING WITH SHOP DRAWINGS OR FABRICATION.
<br />—1A na ri ip Amm r
<br />. 21
<br />I �o
<br />CRANE
<br />BEAM
<br />BY OTHERS 1 0
<br />BEI
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<br />\B BLOCK
<br />TI GHT----,,,
<br />02 X 8
<br />3
<br />GWB.
<br />SEE
<br />ARCH
<br />SECTI ON 11A
<br />DO NOT INSTALL CURB
<br />a FUTURE COLUMNS
<br />*2
<br />5" EXIST (4) 95 EW
<br />SLAB CJ,ROUGHEN
<br />SURFACE
<br />..........
<br />006-81ONG. BRIDGING CHANNEL 0 '4 -V V" ,--BRIDGING, AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION,
<br />Q 0 DOOREDGE Is FOUNDATIONS:
<br />ATTACH TO STUDS Ek BY MFG STUD WALL SEE 1/S2 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS,
<br />BRIDGING W/M JUNEI. 1989.
<br />EXCAVATION SHALL CONFORM TO THE DIMENSIONS AND ELEVATIONS INDICATED
<br />410 TE , K SCREWS GWB, AISC SPEC. FOR AISC of SPECIFICATION FOR STRUCTURAL JOINTS USING FOR THE BUILDING FOOTINGS EXCEPT AS SPECIFIED HEREINAFTER. EXCAVATIONS
<br />0 1 0 ASTIM A325 OR STRUCT. JOINTS A490 BOLTS", NOVEMBER 13. BELOW INDICATEDDEPTHS WILL NOTBE PERMITTED EXCEPT TOREMOVE
<br />SEE ARCH
<br />1985 UNSATISFACTORY MATERIAL. UNSATISFACTORY MATERIAL ENCOUNTERED BELOW
<br />_—CONT 18 GA BRIDGING STUDS
<br />CHANNELS 3'-4"OC MAX THE GRADES SHOWN SHALL BE REMOVED AND REPLACED WITH SATISFACTORY
<br />AVIS D1 . 1 AMERICAN WELDING SOCIETY D1.1-92, "STRUCTURAL MATERIAL. SATISFACTORY MATERIAL SHALL BE PLACED AND COMPACTED AS
<br />WELD ING CODE -STEEL" SPECIFIED IN PARAGRAPH "FILLING AND BACKFILLING.
<br />NOTE: AM DI . 3 AMERICAN WELDING SOCIETY D1.3-89, "STRUCTURAL SATISFACTORY MATERIALS: SATISFACTORY MATERIALS INCLUDE MATERIALS
<br />_T 7E 1 2/S2 FOR BASE PLATE DETAILS. WELDING CODE -SHEET STEEL" CLASSIFIED IN ASTM D2487 AS GW. GP, A AND SHALL BE FREE OF TRASH,
<br />DEBRIS, ROOTS OR OTHER ORGANIC MATTER, OR STONES LARGER THAN 3 INCHES IN
<br />—0810 TEK SCREWS 3 AM DI. 4 AWRICAN WELDING SOCIETY DI.4-92, "STRUCTURAL ANY DIMENSION.
<br />PER STUD EXIST SLAB 1 -.1 0 SECTI ON WELDING CODE -REINFORCING STEEL
<br />UNSATISFACTORY MATERIALS: UNSATISFACTORY MATERIALS INCLUDE MATERIALS
<br />—18GA BOT TRACK
<br />AWS A2.4 AMERICAN WELDING SOCIETY A2.4-86 :�SYMBOLS FOR CLASSIFIED IN ASTM DZ487 AT PI , PH. OL, AND ANY OTHER MATERIALS NOT
<br />WELDING AND NONDESTRUCTIVE TESTIk DEF [NED AS SATISFACTORY.
<br />v
<br />_T_ (7-WF BEAM AISI AMERICAN IRON AND STEEL INSTITUTE, "SPECIFICATIONS FILLING AND BACKFILLING:
<br />2
<br />FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL SATISFACTORY MATERIALS SHALL BE USED IN BRINGING FILLS AND BACKFILLS To
<br />ANCHOR TO EXIST SLAB MEMBERS," AUGUST 19, 1986 THE LINES AND jRADES INDICATED AND FOR REPLACING UNSATISFACTORY
<br />V. 0 EXP ANCHOR a - * MATERIALS. SATISFACTORY KATERIALS SHALL BE PLACED IN HORIZONTAL LAYERS
<br />2 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS
<br />48"OC YEMBED NOTE: NOT EXCEEDING 6 INCHES WIHEN HAND -OPERATED COMPACTORS ARE USED. AFTER
<br />SEE 1/S2 ROD PLACING, EACH _ AYER SHALL BE PLOWED, DISKED, OR OTHERWISE BROKEN UP,
<br />FOR ADDITIONAL CALLOUTS CMINTE. MOISTENED OR AERATED AS NECESSARY, THOROUGHLY MIXED AND COMPACTED AS
<br />DETAILS NOT SHOWN HERE. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE SPECIFIED.
<br />Ito 0 IN ACCORDANCE WITH THE BUILDING CODE. PROPORTIONS OF AGGREGATE TO
<br />CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE BACKFILL SHALL BE BROUGHT TO INDICATED FINISH GRADE. BACKFILL SHALL NOT
<br />-1 21-0 '1 1 BE PLACED IN WET AREAS. BACKFILL SHALL BE PLACED CAREFULLY AROUND PIPES
<br />SECTION I I SECTION _L4-- PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. -
<br />OR TANKS TO AVOID DAMAGE TO COATINGS, MAPPINGS, OR TANKS. EACH LAYER
<br />EXIST COL MAXIMUM SIZE OF AGGREGATE SHALL BE 1-112 INCHES. OF FILL AND BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE
<br />WALL STUD CONT MAXIMUM DENS ITY.
<br />I I'v I
<br />EA SIDE a BM 0 MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE PRIOR TO
<br />20t-011 A
<br />REINSTALL EXIST 0t. MAX I PAN INA I th- LMN I KA I I U ANU ' )LUW bHALL UL A� ULLM MW UN A -I"14n;4Mr1LLAn1 "AlLn oAnnILnUNULn t4Vf1%jnLVLFLVVn aLADJ VQ MAUL
<br />� so (FIELD VERIFY) STANDARD 28-DAY CYLINDER TESTS WHEN STRENGTH DATA FROM TRIAL BATCHES SHALL BE PLACED DIRECTLY ON THE SUBGRADE AND SHALL BE COMPACTED WITH
<br />4 0 A307 RODS OPP 1/4 TYP OR FIELD EXPERIENCE ARE NOT AVAILABLE. A MINIMUM OF TWO PASSES OF A HAND -OPERATED PLATE -TYPE VIBRATORY
<br />8/S2 8/S2 V, COMPACTOR. CONTRACTOR TOPROVIDEGRADATIONFOR REVIEW/APPROVAL.
<br />WATER -CEMENT RATIO
<br />BY WE I GHT FILTER FABRIC:
<br />DRILL EXISTING
<br />1-7 NON AIR- MAX I MIUM
<br />MEMBERS FOR RODS
<br />uj CC ENTRAINED AIR -ENTRAINED SLUMP* LOCATION MIRAFI 60OX
<br />Cz #
<br />OPP 4,000 psi 0.44 0.35 4 ALL CONCRETE
<br />B/S2 I B/S2 UNLESS
<br />> V4 It OTHERWISE
<br />V NOTED
<br />V4 Lij ADD
<br />BENT 02 X03
<br />CONSTRUCTION JOINTS:
<br />'/a 3012
<br />ALL CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED IN ACCORDANCE
<br />> L300 12
<br />-it-oil -1-011 8 WITH THE FOLLOWING: THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND
<br />SECTION 7 1 DETAIL
<br />BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE
<br />EMBEDDED IN -THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE
<br />(2) CS x 16 GA EXIST BEAM & A MINIMUM OF 1/4 INCH. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE
<br />ROOF DECK CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCREX IS
<br />BELOW BEAM
<br />PLACED, ALL CONSTRUCTION JOINTS SHALL BE WTTED AND STANDING WATER
<br />MINIMUM EXISTING VALVE PIT WALL,
<br />REMOVED.
<br />REMOVE ABOVE GRADE PORTION
<br />SEAL JOINT, TYP REIWORCING STEEL'
<br />L8x4x% 0 PERIMETER
<br />'/B L4x4x% W/ W'04'
<br />1102 ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A 615, GRADE 60. SHOP
<br />C
<br />W/ 112 OX4"STUDS 0 12"OC STUDS o 18 DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO
<br />k�? x 8 W/ (2)
<br />1 V,
<br />2 '/2'OAB (A307) AND REVIEWED BY THE ARCH ITECT/ENG [NEER BEF0.0-F STARTING FABRICATION.
<br />CJ,ROU1GHEN 4 CONT
<br />V2'@MIN V2 3 12 x 14 x Il- 211 MINIMUM CAST -IN -PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS
<br />NON -SHRINK EXIST *4012"OC I OTHERWISE NOTED, SHALL BE AS FOLLOWS:
<br />GROUT, F'C-- SLAB iv, qICLR NEW W12 COL
<br />2
<br />4000 PSI MIN TYP DETAIL 13A 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES
<br />'T
<br />2. CONCRETE EXPOSED TO EARTH OR WEATHER: 1-112 INCHES FOR 15 BAR OR #A
<br />D SMALLER, 2 INCHES FOR 16 BAR OR LARGER
<br />DRILLED- IN CONCRETE ANCHORS DICA
<br />_j "SLAB W1 85012"OC I 3A/S2 REMOVE THIS EXIST lee
<br />1 - Z_ 8 1
<br />COMPACTED FILL ACCEPTABLE DR ILLED- IN CONCRETE ANCHORS, OF S [ZE, NUMBER, AND SPACING AS
<br />rn ONAL
<br />INSTALL (4) BURKE EXIST SHOWN ON THE DRAWINGS, SHALL BE AS FOLLOWS: HILT[ "KWIK-BOLT-11" CARBON
<br />02XIG" W/1/2"O x 4" STUD
<br />3 -0 41 1 / . TOP & BOT, EA WAY; I EXIST BRACE STRUCTURE STEEL WEDGE ANCHORS HCBO 114627), "WEJ- IT ANCHOR BOLT" (ICBO 11821) OR
<br />In __/_ L\1 "SUPER LIFT" INSERTS STROCTURE Z/7\ CEV—IFES =0/23/93
<br />12 OC W1 BAR 0404'0 12"OC- "I TW RAMSET/RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS
<br />W1 6"EMBED 0 6"FROM TOLMANrES
<br />Lu It (ICBO 11372). MINIMUM EMBEDMENT DEPTH SHALL BE 4.5 BOLT EXCEPT AS NOTED IMS PRINT. THE EXCLUSIVE PROPERTY
<br />m U- EA CORNER
<br />6 OF SCOTT PAPER CO. IS COWIDENTIAL
<br />\—BRACE DIAMETERS UNLESS OTHERWISE NOTED ON ORMINGS. MACHIW-D SURFACES SCOTT
<br />FRACTIONAL : ! 1/16 TO BE USED OKY FOR THE PURF .-'SE
<br />=D CL 114012"OC EMBED
<br />�E ZE �_NEW MEZZANINE REMAINS DECIMAL -X s ! .06 SCOTr WORLDWIDE FOR WHICH LOANM AND RETURM) ON
<br />FILTER FABRIC a P, INEPDXYGROUT 6" Qr7Akj i ZC717 DI AKI 1 /(Z7Z xx -_ ! .03 REMST.ANDISNOTTOBECOPIED
<br />En Q N
<br />it
<br />Xxx t .010 OR REPRIDMED.
<br />T EXIST WALL ANGULAJR t On -30' 1
<br />WELMOENTS 1/8 WALE— —
<br />SECTIONS, DETAILS
<br />NEW COLUMN WAR ALL SHW CORNM 00 WGES AS NOTED
<br />USE CONT REINIF BELOW w"w- --- _711ATE
<br />ADJACENT FOOTINGS a II/S2 SIM SEE PLAN !~D MK - 8/25/93 GENERAL NOTES USMON
<br />T�
<br />TLP 8/25/93
<br />T __rj_kfV_1_S . [ON
<br />-oil zil-oll AR HQU$E_
<br />NO
<br />Imajo SECTION SECTION 12 VI 6 ELEVATI ON 13 REV. I REVISIONNOTE DATE By S2
<br />I I _I 52812-00
<br />.-,'o es 00 A D i - i r
<br />CITY OFEVERETT
<br />APPROVED FOR
<br />BUILDING PERNuT.
<br />2600 Federal Av e
<br />DATE�
<br />MK 25-AUG-199311-.04 /cad/ jobs/scott sec.dgn
<br />jvm
<br />BY—
<br />f
<br />A A
<br />24 23 22 21 20 19 18 17 16 15 14
<br />13 12 11 10 9 7 6 MICROBOX
<br />6 7 8 9 10 11 12 13 14 15 16 17
<br />18 19 20 21 22 23 2
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