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I I I I <br />24 2_ 3 22 21 <br />I <br />A <br />INFiLL PER ARCH <br />(2) 112-14 TEK SCREWS <br />WAPART) a EA <br />EXIST ROOF DECK CHANNEL,TYP <br />EXIST C6 <br />T <br />16 GA TOP TRACK <br />--SNUG TIGHT IN TOP <br />TRACK. DO NOT WELD <br />OR SCREW STUDS TO <br />TRACK <br />tC8 x 16 GA <br />STUDS o16 0C <br />18 GA CLIP ANGLE <br />0001-811LONG. <br />ATTACH TO STUDS 6 <br />EXIST ROOF <br />8 ROOF PURLINS <br />G W B. <br />SEE ARCH <br />BRIDGING CHANNEL <br />BY MFG STUD Al I <br />IL 4*� <br />ADD C6 x 8.2 <br />0 4'-0"Oc a <br />0 DOOREDGE <br />12 -14 TE <br />N-\- <br />D <br />E <br />GENERAL NOTES <br />GENERAL: <br />ALL TYPICAL DETAILS AND NOTES SHOM ON DRAWINGS SHALL APPLY. UNLESS <br />NOTED OTHERWISE. <br />BUILDING CODE: <br />ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE <br />K SCREWS <br />PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND <br />PER STUD <br />ARE REFERENCED BY THE BASIC DESIGNATION. IN THE CASE OF CONFLICTING <br />REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. <br />APPLICABLE CODE S AND STANDARDS: <br />EXISTC6 <br />BUILD ING CODE UNIFORM BUILDING CODE,1 991 EDITION <br />AC[ AMERICAN CONCRETE INSTITUTE BUILDING CODE AND <br />L4x4xV4xo 4 <br />REQUIREMENTS FOR REINFORCED CONCRETE. 1989 <br />EDITION <br />BRIDGING. <br />AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, <br />SEE - <br />"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." <br />.1/S2 <br />JUNE 1. 1989. <br />GWB, <br />AISC SPEC. FOR AISC at SPECIFICATION FOR STRUCTURAL JOINTS USING <br />SEE ARCH <br />to <br />ASTMI A325 OR STRUCT. JOINTS A490 BOLTS a NOVEMBER1 3, <br />1985 <br />AVIS D1.1 AMERICAN WELDING SOCIETY DI.1-92, "STRUCTURAL <br />WELDING CODE -STEEL it <br />AC 01.3 AMERICAN WELDING SOCIETY D1.3-89. "STRUCTURAL <br />WELDING CODE -SHEET STEEL <br />N <br />3 <br />AWS D1.4 AMERICAN WELDING SOCIETY D1.4-92. "STRUCTURAL' <br />WELDING CODE -REINFORCING STEEL <br />AWS A2.4 AMERICAN WELDING SOCIETY A2.4-86 "SYMBOLS FOR <br />WELDING AND NONDESTRUCTIVE TESTIhG It <br />AISI AMERICAN IRON AND STEEL INSTITUTE. "SPECIFICATIONS <br />FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL <br />WMBERS. AUGUST 19. 1986 <br />ASTM ANIERICAN SOCIETY OF TESTING AND MATERIALS <br />rVK AUU1 HUNAL CALLOUTS <br />6 DETAILS NOT SHOWN HERE. <br />MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE <br />111.1 1-0 It If 1 11 IN ACCORDANCE WITH THE BUILDING CODE. PROPORTIONS OF AGGREGATE TO <br />SECTI ON I Im-1 0. SECTION 2 1 1 CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE. WORKABLE MIX WHICH CAN BE <br />PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. <br />c%j <br />EXIST COL <br />WALL STUD CONT MAXIMUM SIZE OF AGGREGATE SHALL BE 1-112 INCHES. <br />CRANE a EA SIDE 0 BM <br />20 1 MIX DESIGNS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPT E PRIOR TO <br />BEAM REINSTALL EXIST ;0 ANC <br />\1 11 (FIELD VERIFY) I USE. MAXIMIN WATER -CEMENT RATIO AND SLUMP SHALL BE AS FOLLOWS BASED ON <br />BY OTHERS 0 0 A307 RODS <br />OPP STANDARD 28-DAY CYLINDER TESTS WHEN STRENGTH DATA FROM TRIAL BATCHES <br />14 /.yp OR FIELD EXPERIENCE ARE NOT AVAILABLE. <br />8/S2 8/S2 j <br />BLOCK <br />-4 V4 <br />TIGHT 14 WATER -CEMENT RATIO BY WEIGHT <br />NON AIR- MAXIMUM <br />DRILL EXISTING Cc ENTRA I NED AIR -ENTRAINED SLUMP LOCATION <br />Lu MEMBERS FOR RODS <br />49000 psi 0.44 0.35 4 ACL'CONCRETE <br />OPP <br />UNLESS OTHERWISE <br />8/S2 I 8/S2 <br />02X8 Y4 L NOTED <br />V4 uj ADD CNTRUCTION JOINTS: <br />BENT k V2 X03 <br />ALL CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED IN ACCORDANCE <br />V8 \3o12 WITH THE. FOLLOWING: THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND <br />BLASTED OR ROUGHENED WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE <br />1 1 !/8 /30-12 <br />GWB, If I -off <br />SEE V8 8 <br />ARC SECTI ON DETAIL <br />H <br />(2) C8 x 16 GA <br />BELOW BEAM A <br />MIN OR REUSE EXISTING VALVE PIT WALL, <br />EXIST W`12x53 REMOVE ABOVE GRADE PORTION 4DD PURLIN BRIDG;[NG AT EACH PURLIN <br />SECTION 11A IN THIS ZONE, SEE 13A 8 13B <br />EXIST BEAM 11:4 <br />SEAL JOINT, TYP REMOVE THIS ROOF DECK EXIST PURLIN <br />.8x4x% a PERIMETER EXIST BRACE <br />DO NOT INSTALL CURB B L 11 <br />L4x4x% W/ V2 OX4 <br />W/ V2 OX4"STUDS 0 12"OC 1 3A/S2 AT GRID 1. & 8 EXIST <br />a FUTURE COLUMNS kl�? x 8 W1 (2) STUDS a 18 Oc STRUCTURE ADD PURLIN BRIDGING <br />V2 V <br />IF V2"I V2' OAB (A307) EXI SIT lops TYPICAL 0 EACH <br />5" EXIST (4) 85 EW 7 CJ,ROUGHEN 4 CONT STR CTURE NOTE' PURLIN <br />31 1 <br />SLAB '/2"MIN V2 COLUMN IS SUPPORTED <br />CJ, ROUGHEN -NON-SHRINK EXIST 12 AT THE MEZZ AT GRID 7. <br />44012"OC <br />,CTURE <br />JA ti <br />SURFACE GROUT, F'c- SLAB If . . ...... F <br />LV <br />-BRACE <br />V2 CLR SEE 13A/S2 <br />L 4000 PSI MIN TYP I V4 <br />11 iz/ k <br />NEW MEZZANINE REMAINS /--EXIST 1 11 <br />BEAM, SEE PLAN I/ STRUCTURE 02 x 14 x 1 -2 <br />AT GRID 6 : <br />s3A I NEW W12 C <br />EMBEDDED IN THE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE <br />A MINIMUM OF 1/4 INCH. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE <br />CLEANED AND LAITANCE REMOVED. IMMEDIATELYBEFORE NEW CONCRETE IS <br />PLACED. ALL CONSTRUCTIONJOINTS SHALL BE WETTED AND STANDING WATER <br />REMOVED. <br />REINIFORCING STEEL: <br />ALLREINFORC INGSHALL BE NEW BILLET STOCK ASTM A615, GRADE 60. SHOP <br />DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED --TO <br />AND REVIEWED BY THE ARCHITECTIENGINEER BEFORE STARTING FABRICATION. <br />MINIMUM CAST -IN -PLACE CONCRETE COVER OVER REINFORCING STEEL. UNLESS <br />OTHERWISE NOTED. SHALL BE AS FOLLOWS: <br />I. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES <br />2. CONCRETE EXPOSED TO EARTH OR WEATHER: 1-112 INCHES FOR 05 BAR OR <br />SMALLER, 2 INCHES FOR 16 BAR OR LARGER <br />DRILLED -IN CONCRETE ANCHORS (DICA): <br />ACCEPTABLE DRILLED -IN CONCRETE ANCHORS, OF SIZE, NUMBER. AND SPACING AS <br />SHOWN ON THE DRAWINGS. SHALL BE AS FOLLOWS: HILTI "KWIK-BOLT-11" CARBON <br />STEEL AEDGE ANCHORS (ICBO 84627). "WEJ-IT ANCHOR BOLT" (ICBO *1821)*OR <br />"ITW RAMSET/RED HEAD TRUBOLT CARBON STEEL kDGE ANCHORS" <br />(ICBO *1372). MINIMUM EMBEDMENT DEPTH SHALL BE 4. 5 BOLT <br />DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. <br />STRUCTURAL STEEL: <br />STEEL $HALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED. <br />ROD STEEL SHALL CONFORM TO ASTMI A307. COLD FORMED STEEL STUDS SHALL <br />CONFORM TOASTMA446 GRADE D. GALVANIZED G60, MIN IMUMYIELD 50 KS 1. SHOP <br />DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING <br />SHALL BE DONE BYAWS/WABO(WASHINGTON STATE ASSOC IATION OF BUILDING <br />OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1- WELDS <br />SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS <br />MINIMUM SIZES, BASED ON PLATE THICKNESS. ALL WELDS SHALL BE MADE USING <br />LOW -HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH z 70 KSI, <br />2 <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE <br />SELECTION OF OPTIONAL DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR <br />SHALL ALSOBE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS. <br />THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO <br />PROCEEDING WITH SHOP DRAWINGS OR FABRICATION. <br />FOUNDATIONS: <br />EXCAVATION SHALL CONFORM TO THE DIMENSIONS AND ELEVATIONS INDICATED <br />FOR THE BUILDING FOOTINGS EXCEPT AS SPECIFIED HEREINAFTER. EXCAVATIONS <br />BELOWINDICATED DEPTHS W11 - L NOT BE PERMITTED EXCEPT TO REMOVE <br />UNSATISFACTORY MATERIAL. UNSATISFACTORY MATERIAL ENCOUNTERED BELOW <br />THE GRADES SHOWN SHALL dE REMOVED AND REPLACED WITH SATISFACTORY <br />MATERIAL. SATISFACTORY MATERIAL SHALL BE PLACED AND COMPACTED AS <br />SPECIFIED IN PARAGRAPH "FILLING AND BACKFILLING." <br />SATISFACTORY MATERIALS: SATISFACTORY MATERIALS INCLUDE MATERIALS <br />CLASSIFIED IN ASTM 02487 AS GW, GP, SW. AND SHALL BE FREE OF TRASH. <br />DEBRIS, ROOTS OR OTHER ORGANIC MATTER, OR STONES LARGER THAN 3 INCHES IN A <br />ANY DIMENSION. <br />UNSATISFACTORY MATERIALS: UNSATISFACTORY MATERIALS INCLUDE MATERIALS <br />CLASSIFIED IN ASTM 02487 AT P1. PH, OL, AND ANY OTHER MATERIALS NOT. <br />DEFINED AS SATISFACTORY. <br />FILLING AND BACKFILLING: <br />SATISFACTORY MATERIALS SHALL BE USED IN BRINGING FILLS AND BACKFILLS TO <br />THE LINES AND GRADES INDICATED AND FOR REPLACING UNSATISFACTORY <br />MATERIALS. SATISFACTORY MATERIALS SHALL BE PLACED IN HORIZONTAL LAYERS <br />NOT EXCEEDING 6 INCHES WEN HAND -OPERATED COMPACTORS ARE USED. AFTER <br />PLACING, EACH LAYER SHALL BE PLOWED, DISKED, GR OTHERWISE BROKEN UP, <br />MOISTENED OR AERATED AS NECESSARY, THOROUGHLY MIXED AND COMPACTED AS <br />SPECIFIED. <br />BACKFILL SHALL BE BROUGHT TO INDICATED FINISH GRADE, BACKFILL SHALL NOT <br />BE PLACED IN WET AREAS. BACKFILL SHALL BE PLACED CAREFULLY AROUND PIPES <br />)R TANKS TO AVOID DAMAGE TO COATINGS. WRAPPINGS, OR TANKS. EACH LAYER <br />)F FILL AND BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE <br />0AXIMUM DENSITY. <br />4-INCH CAPILLARY WATER BARRIER UNDER CONCRETE FLOOR S6BS ON GRADE <br />3HALL BE PLACED DIRECTLY ON THE SUBGRADE AND SHALL BE COMPACTED WITH <br />�MINIMUM OF TWO PASSES OF A HAND -OPERATED PLATE- TYPE VIBRATORY <br />OMPACTOR, CONTRACTOR TO PROVIDE GRADATION FOR REV IEW/APPROVAL. <br />ILTER FABRIC: <br />[RAF I 60OX <br />jm <br />- 2 -0- <br />... - <br />NEW COLUM <br />SEE PLAN <br />DETAIL 13A <br />_j <br />T> <br />3 0 C�> <br />COMPACTED FILL <br />8"SLAB W/ 05012"OC <br />TOP & BOT, EA WAY; <br />/A\ <br />V2 x 6 0 x 4"STUD <br />I W / 112 <br />a 12'OC W/ BAR *01'4-0 12"OC <br />1 INSTALL (4) BURKE <br />"SUPER LIFT" INSERTS <br />(2)1112-14 SELF <br />/OWNAL <br />_j <br />_j <br />ul W/ 6"EMBED 0 6"FROM <br />TAPPING TEK SCREWS <br />r EXPRES 10/23 4 <br />6 EA CORNER <br />*4012"OC EMBED <br />TOLERANrES <br />EXCEPT AS NOTED <br />MACHIWED SURFACES <br />SCO7 <br />TWS PRINT, THE EXCLUSIVE PRMTY <br />OF SCOTT POD CO. IS CONFIDENTIAL. <br />FOER FABRIC <br />C) <br />cn C-) <br />"VI <br />IN EPDXY GROUT 6 <br />2 PURL IN BRIDGING <br />L3x3xV4 0 EA PURLIN <br />FRACTIONAL mt 1/16 <br />DECIMAL X I- ! .06 1 SCOTr WORLDWICIE <br />X)r 8! I <br />TO K USED ONLY FOR THE RNM <br />FOR INCH LOW AND RETUIM ON <br />EXIST WALL <br />SEE 13/S2 FOR LOCATION <br />.03 - <br />Xxx .010 <br />ANGULAR <br />REMST. &W 15 NOT TO SE COPIED <br />OR wwam. <br />USE CONT REINF BELOW <br />ADJACENT FOOTINGS 0 11/S2 SIM <br />V4 <br />SECTION 13B <br />WELIDMENTS 1/8 <br />BRAR ALL %IARP COIKItS AND EDGES SECTIONS, DETAILS <br />VA N UATL <br />MK 8/25/93 GENERAL NOTES <br />AS ED <br />It I If <br />:mj - <br />1 0 <br />SECTION <br />11 If <br />SECTION <br />12 <br />VI 6 ELEVATI ON <br />13 <br />MEZZANINE EXPANSION <br />'10/22/93T TLP <br />AFrWMD TLP 8/25/93 1 <br />717 75 <br />REV. REVISIONNOTE <br />DATE BY <br />No 11W01111141CS"m <br />F" 52812.00 B-18592-SO2 <br />D <br />MK 22-OCT-1993 10:42 c ad jo b s /sco t t /s e c.dgn <br />jvm <br />2600 Federal Ave <br />APpq�, I�VZ�IE7T <br />13U/L6jjV(3 D <br />---­---------------- <br />- --------------- ------------------------------ <br />--------------- -------------- ------------- ----- <br />----------­---- ------------- --------------- -------------­------------ <br />DATE PC <br />-------------------- ..................................... -------------------------------------------------- <br />.... ..... <br />................... <br />------------------ ----- - ------ ----------------------- <br />-------- --- <br />20 <br />19 18 17 16 15 14 <br />13 12 11 <br />10 9 <br />A <br />7 6 <br />MICROBOX <br />A 4-­­ <br />6 7 <br />8 9 10 <br />11 12 13 14 15 16 <br />17 18 19 20 <br />I I 1 1 <br />21 22 23 2 <br />I <br />BRIDGING W/M <br />IV I LN SCREWS <br />-CONT 18 GA BRIDGING STUDS <br />CHANNELS 3'-4"OC MAX <br />I u <br />NOTE: <br />7SP & 2/S2 FOR BASE PLATE DETAILS. <br />0810 TEK SCREWS <br />I -PER STUD j <br />11-1-0 If <br />EXIST SLAB 1.1 SECTIO <br />18GA BOT TRACK <br />+ <br />h <br />Lu <br />T___ Ow BEAM <br />imul - <br />1111[91119111 1 <br />IN ANCHOR TO EXIST SLAB <br />V, 2 "0 EXP ANCHOR a <br />4 If It <br />8 oc 3 EMBED NOTE: <br />ROD <br />SU I/S2 <br />I Ll <br />