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SW�/4 OF SEC 20, TWN 28 N,, RGE 5 E., W.M., SNOHOM/SH COUNTY, WASHINGTC?N m � -
<br /> � STRUCTURAL NOTES DEFERRED SUBMITTALS
<br /> STRUCTURAL AND MI5CELtANEOUS STEEL: THE FQLLOWING AREAS OF WORK SHALL BE CONSIDERED AS "DEFERRED SAFEfY: SYMBOL DEFINITION
<br /> CODES: STRUCTURAL PLATE STEEL, ASTM A-36, FB = 24,000 PSI MAXIMUM. ALL SUBMITTALS' AS DEFINED IN THE 2009 16C TNE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK ADJACENT
<br /> 2012 INTERNATIONAL BUILDING CODE (IBC) STRUCTURAL TUBE (TS) AND HSS SECTIONS SHALL BE RSTM A-500 GRADE B, FS = ' INe INCH(ES)
<br /> ASCE 7-10 46 KSI. ALL PIPE SECTIONS SHALL BE ASTM A53 GRADE B UNLESS NOTED PRECAST PRESTRESSED HOLLOW CORE 1'LANK PROPERTY, AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY INCL. INCLUDE
<br /> ACI 318-11 DUE TO HIS ACTION OR NEGLECTo '
<br /> QTHERWISE ON THE PLANS. ALL WELDS SHALL BE A MINIMUM OF 3/16"MINIMUM OPEN METAL GRATING AND SiJPPORT BEAM INT. (NTERIOR
<br /> ACI 350-06 CONTINUOU� FILLET WELDS USING AWS GLASS E70 ELECTROQES UNLESS OTHERWISE MATERIALS AND WORKMANSHIP WARRANTY: JT. JOINT
<br /> NOTED. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED TO PERFORM ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A THE CONTRAC70R SHALL REPLACE ANY DEFECTIVE MATERIALS AND CORRECT
<br /> JURISDICTIONe LG. LONG �
<br /> CITY OF EVERETT STRUCTURA�. WELDING BY WABO. THE STEEL FABRICATOR SHALL BE GERTIFIED TO STRUCTURAL ENGINEER LICENSED TQ PRACTICE IN THE STATE OF WASHINGTON POOR WORKMANSHIP WITH NO ADDITIONAL COSTS TO THE OWNER AND SHALL
<br /> PERFORM THE FABRICATION WORK IN A SHOP WITHOUT SPECIAL INSPECTION: ' LIN. LINEAR
<br /> OTHERWISE, SPECIAL INSPECTION IS REQUIRED. ALL FABR(CATION AND ERECTION WHO HAS GURRENT DESIGN EXPERIENCE IN THE TYPE OF WORK REVIEWED. REMEDY ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH APPEAR WITHIN �
<br /> LNE LOADs: sHA�� BE DONE Uv accoR�aNCE wi7H THE u�TEST E�rrioN oF THE Aisc � ONE YEAR FROM THE DATE OF COMPLEfiON OF THE JOB OR GREATER IF LL LIVE LOAD z o
<br /> SNOW< 25 PSF DESIGN "S P E C I F I C A T I O N F O R T H E D E S I G N, F A B R I C A T I O N, A N D E R E C T I O N F O R S T R U C T U R A L SUBMIT 4 COPIES OF ALL DEFERRED SUBMITTAL DOCUMENTS TO THE ENGINEER ' LT.Wf. LIGHT WEIGHT � a
<br /> WINDe 85 MPH, EXPOSURE B S T E E L F O R B U I L D I N G S^. O F R E C O R D FOR REVI E W. R E Q U I R E D B Y T H E L O C A L J U R I S D I C T I O N. T H I S W A R R A N T Y A P P L I E S T O T H E MB MACHINE BOLT � �
<br /> W O R K D Q N E B Y T H E S U B C O N T R A C T O R S A S W E L L A S T H E W O R K D O N E B Y > N
<br /> SEISMICo SDC D (PER GEOTECH) MD MID-DEPTH [.LI o
<br /> SOIL COVER: 120 PCFf Ff ; VAULT A (2.3' MAXIMUM; 2.2' MINIMUM) ALL STEEL NOT EMBEDDED IN CONCRETE SHALL RECEIVE ONE SHOP COAT OF A THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN THE EMPLOYEES OF THE CONTRACTOR. � z
<br /> DOCUMENTS HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND A MATL. MATERIA� o
<br /> VAULT B (3.9' MAXIMUM, 2'-0" MINIMUM) PRIMER PAINT APPROVED BY THE ENGINEER OF RECORDo ALL BOLTS SHALL BE ' INSPECTIONS: ;
<br /> ASTM A-307 UNLESS QTHERWISE NOTED. HEADED STUDS SHALL COMPLY WITH AWS RECORD SET OF THE REVIEWED DOCUMENTS HAVE BEEN SUBMITTED TO THE MAX. MAXIMUM
<br /> VEHICLEe AASHTO HS25-44 TRUCK; ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE .
<br /> OUTRIGGER LOADS APPLY D1.1, AND ASTM A108. BUILDING OFFICIAL BY THE GENERAL CONTRACTOR. MECH. MECHANICAL "'
<br /> (OVERALL PLANK DESIGN NEED NOT COMPLY WITH AASHTO BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR THESE PLANS, SHALL BE MEMB. MEMBRANE �
<br /> SPECIFICATIONS, ONLY THE SPECIFIC LOADfNGS MENTIONED SPECIAL INSPECTIONS: DONE BY AN INDEPENDENT lNSPECTION COMPANY. J46 SITE VISITS BY THE MFR. MANUFACTURER W _
<br /> ABav�) �. GEOTECHNICAL, PER NOVEMBER 12, 2012 REPORT ENGINEER DO NOT CONSTITUTE, OR SUBSTITUTE FOR INSPECTIONS MIN. MINIMUM �
<br /> VACTOR TRUCK LOADING PER CITY OF EVERETf STANDARDS 2. CONCRETE PLACEMENT: CONTINUOUS 0 P E N M ETA� G RAT I N G CONTRACTED TO A SPECIFIC INSPECTION AGENCY. MISC. MISCELLANEOUS Z
<br /> 3. REINFORCING BAR PLACEMENT: PERIODIC OTHER TRADES: �
<br /> CiTY OF EVERETf VACTOR TRUCK: 4. MECHANICAL ANCHORS: PERIODIC �
<br /> 5. CHEMICAL ANCHORS: CONTINUOUS DESIGN RESPONSIBIUTY: SEE ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR SIZE o
<br /> 6. ANCHOR BOLTS: PERIODIC THE MEfAL GRATING SUPP�IER SHALL BE RESPONSIBLE FOR THE AND LOCATION OF PIPE, VENT, DUCT, AND OTHER OPENINGS AND DETAI�S NOT NO.,# NUMBER
<br /> SELECTION AND DESIGN OF THE GRATING AND SUPPORT BEAM. THE N-S NORTH-SOUTH �
<br /> - - 7. HEADED STUDS (GRATE): CONTINUOUS SHOWN ON THESE STRUCTURAL DRAWING. ALL DIMENSIONS ARE TO BE � i
<br /> � 8. STRUCTURAL STEEL: PERIODIC SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS, SHOP DRAW(NGS, N.T.S NOT TO SCALE a N
<br /> , �d- CHECKED AND VERIFIED WITH THE ARGHITECTURAL DRAWINGS. o
<br /> �, � 67,330# 9. STRUCTURAL STEEL CONNECTIONS: PERIODIC MATERIAL SPEGIFICATIONS AND ANY OTHER DOCUMENTATION S H O P D R A W I N G S: '�
<br /> `-' NECESSARY TO SHOW THAT THE GRATING AND SUPPORT BEAM O.C. ON CENTER o r
<br /> - - STRUCTURAL TESTING: SELECTION MEEf THE REQUIREMENTS QF THE CONTRACT DOCUMENTS. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT, AND ARE SUPERSEDED O.D. OUTSIDE DIAMETER Z
<br /> CONCREfE MIX PROVIDED FOR WALLS, SLAB AND FOOTINGS SHALL BE TESTED FOR BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF TNE
<br /> ^ REQUIRED COMPRESSIVE STRESS AIR CONTENT AND SLUMP TO COMPLY WITH THE O.F. OUTSIDE FACE
<br /> � � GENERAL DESIGN REQUIREMENTS: GENERAL CONTRACTOR TO MAKE CERTAIN TNAT ALL CONSTRUCTION IS IN FULL �� �
<br /> � i' SPECIFIED DESIGN VALUES FOR THIS PROJECT. RESULTS OF THESE TESTS SHALL 4PNG. OPENING � �t � �' ' � � �
<br /> N a, LOADS: SEE DESIGN CRITERIA FOR LOADING AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS, AND ANY ENGINEER c .� c d � � �
<br /> BE SUBMITfED TO THE LOCAI. JURISDICTION AND THE STRUCTURAI ENGINEER OF � N
<br /> : FINISH: ALL GRATING SNALL BE GALVANIZED, UNO , OPP. OPPOSITE '�_ ,� '_ � � � N
<br /> R E c o R o. APPROVED RFI S. d �� � � � � �
<br /> END BEARING: SEE GENERAL DETAILS O N T H E STRU C T U R AL ORIG. ORIGINAL � f � �
<br /> SHOP DRAWING CHECK: � L � y � N N
<br /> - - 16,790# STRUCTUR,4L SUBM(1TALS; DRAWINGS. DESIGN OF BEARiNG ANGLE AND EMBED SHALL �� � p. � X �
<br /> A C E R T I F I C A T E O F C O�I P L I A N C E S H A L L B E S U B M I T T E D T Q T H E L O C A L J U R I S D I C T I O N �E P R O V I D E D B Y T H E G R A T I N G S U P P L I E R THE CONTRACTQR SHALL SUPPLY THE ENGINEER WITH A MINIMUM �OF TWO P S f P O U N D S P E R S Q U A R E F O O T �j y � a � �
<br /> A N D T H E E N G I N E E R O F R E C O R D B Y T H E F A B R I C A T O R O F T H E P R E F A B R I C A T E D S T E E L S P A N D I R E C T I O N. S P A N D I R E C T I O N S H A L L B E I N T H E S H O R T E S T C Q P I E S O F C H E C K E D S H O P D R A W I N G S, B E A R I N G T H E C O N T R A C T O R S S T A M P O F pSl POUNDS PER SQUAftE INCH � � �
<br /> 8' GRATE AT THE COMPLETION OF THE FABRICATION. DIRECTION APPROVAL AND SIGNATURE, A MINIMUM OF TWQ WEEKS PRIOR TO FABRICATION. � g
<br /> THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL PT POST-TENSIONED � � �.
<br /> MISCELLANEOUS: � R. RADIUS � � � �
<br /> THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. COMPLfANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS o t o
<br /> 100 PSF LATER,4L SURCHARGE H 0 LLOW C 0 R E P LAN K REVIEW DOES NOT GUARANTEE IN ANY WAY THAT TNE SHOP DRAWINGS ARE R.Q. ROOF DRAIN c°`, � � -'• �
<br /> STEEL GRATE: DESIGN TO HS25-44 AND CIIY OF EVERETT VACTOR TRUCK VERIFY THE SIX AND LOCATION OF ALL OPENINGS IN THE FLOOR ROOF AND WALLS � �
<br /> � ° REF. REFERENCE z � �
<br /> LOADING SPECIFICATIONS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. PROVIDE CORRECT OR COMPLETE, NOR DOES IT IMPLY THAT THEY SUPERSEDE THE � � � �
<br /> SCOPE OF WORK: REINF. REINFORCING W � ' � �
<br /> TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STRUCTURAL DRAWINGS. z " � � � -
<br /> FOUNDATION: BRACING HAS BEEN INSTALLED. THE WQRK INCLUDED IS THE DESIGN, MANUFACTURE AND DELIVERY QF PRECAST REQ. REQUIRED z � o a
<br /> PRESTRESSED CONCRETE UNITS. DESIGN PLANK FQR THE MQST CRITICAL OF THE � �
<br /> M A X I M U M D E S I G N S O I L V A L U E S P E R G E O T E C H N I C A L R E P O R T # 2 0 1 3-3 0 2 B Y T H E L O A D I N G C O N D I T I O N S A S S H O W N W I T H I N T H E D E S I G N C R I T E R I A N O T E. RFI. REQUEST FOR INSTRUCTION � � � � �
<br /> TYPICAL ABBREVIATIONS: ' s � _ �
<br /> RILEY GROUP, INC., DATED AUGUST 23, 2013. RM. ROOM c,
<br /> MAXIMUM SOIL BEARING: 2500 PSF (STRUCTURAL FILL} THE MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS AND PLACEMENT SECT. SECTION `� � � � �
<br /> 4000 PSF (NATIVE TILL)
<br /> � � � � %
<br /> SEISMIC CLASS: D DRAWINGS SIGNED BY A WASHINGTON STATE REGISTERED STRUCTURAL ENGINEER SYMBOL DEFINITION SF. STRIP FOOTING
<br /> BASE FRICTION: .35 (� SF = 1.5 FOR REVIEW PRIOR TO FABRICATION. SHT. SHEET
<br /> � PASSIVE PRESSURE: 250 PSF/Ff C� SF = 1.5 RANSPORTATAONEROFF CIALS OCIATION OF STATE HIGHWAY AND SIM. SIMILAR
<br /> ACTIVE PRESSURE: 50 PCF/FT (NON-YIELDING WALL) THE MANUFACTURER SHALL INSTALL ALL BLOCK OUTS REQUIRED FOR STRUCTURAL SJ SLAB JOINT
<br /> CONNECTIONS AS INDICATED ON THESE DRAWINGS. NO OTHER PENETRATIONS ARE ACI: AMERICAN CONCREfE INSTITUTE
<br /> _ SEISMIC EARTH PRESSURE: 50 PSF/Ff + 14H PSF SOG SLAB—ON—GRADE '
<br /> MINIMUM FOOTING WIDTH: 16" ALLOWED WITHOUT THE PRIOR APPROVAL QF THE PLANK MANUFACTURER. A.B. ANCNOR BOLT
<br /> NOTE: STRIP AND SPREAD FOOTINGS DESIGNED TO 4000 PSF BEARING AND SHALL AGGR. AGGREGATE SPECS. SPECIFICATiONS
<br /> EXTEND TO BEAR ON NATIVE TILL SOIL AS REQUIRED. ALL HOLLOW CORE JOiNTS SHALL BE GROUTED IN ACCORDANCE WITH THE AISC AMERICAN INST. OF STEEL CONSTR. SQ. SQUARE _
<br /> MANUFACTURER'S RECOMMENDATIONS. ALT. AI.TERNATE STAG. STAGGER(ED)
<br /> CONC CONCRETE F'C = 4000 PSI AT 28 DAYS. MINIMUM OF 6-1/2 SACKS OF CEMENT S P EC IAL I N S P ECTI 0 N STD. STANDARD
<br /> AWS AMERICAN WELDING SOC{ETY
<br /> BOT BOTTOM STL. STEEL �
<br /> PER CUBIC YARD OF CONCRETE ADD A MAXIMUM OF 5-1/2 GAL�ONS OF WATER GENERAL: GENERA� NOTES. BLDG. BUILDING STR. STRAIGHT �
<br /> PER 94# SACK OF CEMENT, AND A MAXIMUM WATER/CEMENT RATIO (W/C) — 0.45. SW SHEARWALL �
<br /> ADD PLASTOCREfE OR POZZOLITH IN ACCORDANCE WITH THE MANUFACTURER'S SPECIAL INSPECTION BY A QUALIFIED (NSPECTOR IS REQUIRED IN BM. BEAM (�
<br /> RECOMMENDATIONS. ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE ON THE GENERAL DETAILS: CIP CAST-IN-PLACE CONCREfE SYM. SYMMETRICAL (� i—
<br /> FOLLOWING ITEMS. GENERAL DEfAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS CJ CONSTRUCTION JOINT T TOP J Z ■J
<br /> ACI 350-06 REQUIREMENTS: TB TRANSFER BEAM J , W �
<br /> • THE NOMINAL MAXIMUM AGGREGATE SIZE SHALL BE '/°WiTH A 5% AIR a. CONCREfE STRENGTH AND PLACEMENT SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT CL CENTERLINE
<br /> TOS TOP OF SLAB "
<br /> ENTRAINMENT FOR MODERATE EXPOSURE PER ACI �350-06 TAB�E 4.2.1 . b. REINFORCING BAR PLACEMENT FULLY SHOWN OR NOTED SHALL BE SIMlLAR TO DETAILS SHOWN FOR SIMILAR CMU CONCREfE MASONRY UNIT W : � �
<br /> • THE MAXIMUM WATER-CEMENT RATIO SHALL BE 0.45 PER TABLE 4.2.2. CONDITIONS. AL� WORK IN CON�TRUCTION SHALL COMPLY WiTH ALL CQL. CQLUMN TYP. TYPICAL � : � W
<br /> • SULFATE EXPOSURE IS RATED AS "NEGLIGIBLE"PER ACI 350-06 TABLE 4.3.1. QUALIFICATION: APPLICABLE BUILDING CODES, REGULATIONS, AND SAFEfY REQUIREMENTS. CONC. CONCRETE UNO UNLESS NOTED OTHERWISE > � �
<br /> �.
<br /> • CALCIUM CHLORIDE, AS AN ADDITIVE, SHALL NOT BE USED IN ANY CQNCREI�E THE SPECIAL. INSPECTOR SHALL BE A 4UALIFIED PERSON WHO SHALL QISCREPANCIES: CQNST. CONSTRUCTION W/ WITN W O
<br /> PER SEGTION 4.3.2. DEMONSTRATE CQMPETENCE, TO THE SATISFACTION OF THE BUILDING W� WALL JOINT � Z '`'`"
<br /> THE MAXIMUM PERMISSIBLE WATER SOLUBLE CHLORIDE IN CONCRETE, PERCENT BY THE CONTRACTOR SNALL INFORM THE ENGINEER IN WRITING OF ANY CONT. CONTiNUOUS
<br /> WEIGHT OF CEMENT IS 0.10 PER TABLE 4.4.1 OFFICIAL. DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE CTR. CENTER W.P.M. WATERPRQOF MEMBRANE � I•�
<br /> � DISTRIBUTION OF REPORTS: SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO CU.FT CUBIC FEET W.W.F WELDEQ WIRE FABRIC � '�
<br /> o CONCRETE PROTECTION FOR REINFORCING: CQDES, RULES, AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION THE � � �
<br /> SPECIAL INSPECTOR TO FURNISH INSPECTION REPORTS TO THE BUILDING CU.IN. CUBIC INCH � �
<br /> � SIABS %"(TOP AND BOTTOM) ENGINEER WILL SEND WRITfEN INSTRUCTIONS TO ALL CONGERNED. ANY SUGH CU.YD. CUBIC YARD �
<br /> OFFICIAL AND SITE STRUGTURES AND SUBMIT A FINAL REPORT STATING
<br /> � WALLS 1.5"WEATHER FACE / WATER FACE ' DISCREPANCY, OMfSSION, OR VARIATION NOT REPORTED SHALL BE THE � �
<br /> �- WALLS 2"SOIL FACE WHEfHER THE WORK REQUIRING SPECIAL INSPEGTION WAS COMPLETED
<br /> FOOTINGS: 3"BOTfOM FACE IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL BE PERFORMED IN A D BAR DIAMEfER W
<br /> N APPUCABLE WORKMANSHIP PROVISIONS OF THE 2009 IBC. MANNER AS DIRECTED BY THE ENGINEER. DBL. DOUBLE �'
<br /> SHORING: DIA. DIAMETER —� : � W
<br /> N IN LIEU OF THE ABOVE MIX PROPORTIONS A STANDARD MIX DESIGN WITH TEST IT SHALL BE THE CONTRACTOR S SOLE RESPONSIBILITY TO DESIGN AND DIAG. DIAGONAL STR U CTU RAL D RAW I N G S I N D EX
<br /> N RESULTS MAY BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVALo THE P LAC I N G R E Q U I R E M E N TS. � � . > �
<br /> � POUR SHALL NOT COMMENCE UNTIL EITHER VERBAL OR WRITTEN APPROVAL FROM PROVIDE AQEQUATE SHORING, BRACING, AND FORM WORK, AS REQUIRED FOR DIM. DIMENSION w
<br /> THE ENGINEER OF RECORD IS RECEIVED BY THE CONTRACTOR. P���N�� THE PROTECTION QF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS DL DEAD LOAD • J
<br /> � ALL CONCREfE SHALL BE POURED IN A MONOLITHIC POUR UNLESS SHOWN TO AVOI�D SEG EGATION.�THE F EE �UNCONFBINED a ALL OF THE OSITION BUILDING. EXCESS LOAD CAPACITY OF SLAB SHALL NOT EXCEED LOADS DN. DOWN S—O � VAU LT N OTES C,
<br /> EQUIVALENT TO THE DESIGN SUPERIMPOSED LOADS LESS CONSTRUCTION DEAD EA, fACH �
<br /> °� OTHERWISE OR APPROVED BY THE ENGINEER OF RECORD PRIOR TO POURING CONCRETE SHALL NOT EXCEEQ 5 FEEf. S—Q 2 VA U LT LI D AN D FO U N DATI 0 N P LAN
<br /> ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED IN CONCRETE. AND LIVE LOADS. DESIGN SUPER IMPOSED LOADS INCLUDE LIVE LOAD, E.F. EACH FACE �
<br /> a HOLLOW CORE CONCREfE SLABS: . DEBRI EMOVE ALL DEBRIS FROM F4RMS PRIOR TO PLACING CONCREfE. PARTITION LOAQ, AND ANY OTHER LOAD NOT IN PLACE AT THE TIME OF EL. ELEVATION S—O J7 VAU LT S ECTI 0 N S AN D D ETAI LS �
<br /> 0 12.5"DEEP, PRECUT, PRE—STRESSED UNITS WITH NO COMPOSITE TOPPING SLAB AS SHORING. EN. END NAILING
<br /> � WASHING ONEAND HAVINGOA TO AL UN HGRO�TEDCDEAD_OTAD OT TO �XCEED 84 CON CONSOL�IDATE CONCRETE BY SUITABLE MEANS. THOROUGHLY WORK EXCATHE'OCONTRACTOR SHALL BE SO�ELY RESPONSIBLE FOR ALL EXCAVATION EQGR. EQUALEER S-04 VAU LT WALL S ECTI O N S AN Q D ETAI LS .
<br /> M PSF. A FOUR FOOT NOMINAL WIDE PLANK WITH THE SHEAR KEYS GROUTED SHALL CQNCRETE AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS. PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT E.S. EACH SIDE �
<br /> m HAVE A MINIMUM AREA OF 313 IN�2, A MINIMUM °I"OF 6136 IN^4, AND BE PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH THE E.W. EACH WAY �
<br /> .� CAPABLE OF CARRYING THE LIVE LOADS SPECIFIED ABOVE. THE SUPPLIER SHALL CURING REQUIREMENTS: ,
<br /> a PROVIDE REINFORCING AROUND MECHANICAL HOLES AROUND FLOOR PANELS AS LOCAL BUILDING DEPARTMENT. E—W EAST WEST ��y p.
<br /> � REQUIRED IN ORDER TO MAINTAIN THE STRUCTURAL INTE�RITY OF THE UNITS. NO CURING: BACKFILL: EXT. EXTERIOR �;�''"ag �►As'��Cy
<br /> ° PRE-STRESSING STRAND SHALL BE CUT WITHOUT PRIOR APPROVAL OF THE CONCREfE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A BACKFILL AROUND THE EXTERIOR PERIMETER OF ANY CONCRETE WALL SHALL F.B. FLUSH BEAM ,�'�'�,�� ���'�'�',�,
<br /> � STRUCTURAL ENGINEER OF RECORD AND THE HOLLOW CORE DECK MANUFACTURER. SUITAB�E PERIOD OF TIME AFTER PLACEMENT. NOT BE PLACED UNTIL AFfER THE WALLS ARE SUPPORTED BY THE F.D. FLOOR DRAIN �
<br /> � SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE..STRUCTURAL ENGINEER OF E
<br /> i RECORD FOR APPROVAL PRIOR TO FABRICATION. THE PANELS SHALL BE DESIGNED WEATHER CONDITIONS: COMPLETION OF (NTERIQR F�OOR SYSTEMS OR VAULT LID. DO NOT PROCEED FDN. FQUNDATION �
<br /> �' AND FABRICATED IN ACCORDANCE WITN ALL CURRENT PCI, IBc, ACI AND ASTM ADEQUATE PRECAUTIONS SHA�L BE TAKEN DURING HOT AND COLD WITH BACKFILL UNTIL (7} DAYS AS A MINIMUM AFTER THE COMPLETION OF F.F. FINISH FLOOR ���i�� ��'� U 18311
<br /> �� REQUIREMENTS. WEATHER IN ACCORDANCE WITH THE SPECIFICATIONS. � � F'�� °`�'c���fi`'�� �`°`
<br /> � INTERIOR FLOOR SYSTEMS OR VAULT LID UNLESS WALLS ARE ADEQUATELY F.G. FINISH GRADE �,.�� � �,�� sstoN� �� ^,�
<br /> � REINFORCED CONCREfE KNEE WALLS: ' LID PIANK PLACEMENT: BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFfER COMPLEfION AND FLR. FLOOR ,�P��
<br /> � THESE WAL�S SHALL BE PROVIDED AS REQUIRED AT ALL ACCESS MANHOLE IN NO CASE SHALL THE LID PLANKS BE PLACED BEFORE THE WALLS INSPECTION OF WATERPROOFING WHERE WATERPROOFING OCCURS. DO NOT F.O. FACE OF �i��°�� �
<br /> � LOCATIONS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE CONCRETE HAVE BEEN ALLOWED A MINIMUM OF 3 DAYS OF CURE. WHEN AVERAGE OPERATE HEAVY EQUIPMENT NEAR A WALL WITHIN A HORIZONTAL DISTANCE FfG. FOOTING JOB l�UMBER: 13-144
<br /> ,� TECHNOLOGY CORPORATION. HOWEVER, THE NEED FOR THESE WALLS IS NOT AMBIENT TEMPERATURES ARE LESS THAN 50 DEGREES FAHRENHEIT, THE EQUAL TO THE HEIGHT OF THE WALL. GA. GAGE DRAWING NAME: 13144S-S01
<br /> � ANTICIPATED FOR THIS PROJECT PER PRE�IMINARY CONCREi'E TECH DESIGN TABLES. CQNTRACTOR MUST ALI.OW A MINIMUM CURE TIME OF 7 DAYS OR SIDEWALI. PROTECTION: GALV. GALVANIZED DESIGNER: MPM
<br /> ' REINFORCING STEEL: PROVIDE AN ADDITIONAL SEf OF CYLINDERS TQ BE BROKEN AT THE PEDESTRIAN TRAFFIC SHALL BE PROTECTED AS SPECIFIC IN THE IBC GB. GRADE BEAM DRAFfING BY: JFO
<br /> `� DEFORMED BILLET STEEL ASTM A-615, GRADE 60, FS = 24,000 PSI. LAP ALL TIME OF LID PLACEMENT DEMONSTRATING A MINIMUM CONCRETE H.S.S. HIGH STRENGTH STEEL DATE: 4-25-14
<br /> � SPLICES A MINIMUM OF FORTY BAR DIAMETERS. PROVIDE ELBOW BARS AT WALL STRENGTH OF 1,000 PS) HAS BEEN REACHED.
<br /> � CORNERS AND INTERSEGTIONS TO SPLICE HORIZONTAL BARS. PROVIDE TWO #4
<br /> I.D. INSIDE DIAMETER SCALE: AS NOTED.
<br /> � BARS AROUND ALL OPENINGS WITH A MINIMUM DIMENSION OF ELEVEN INCHES OR I.B.C. (NTERN'TL BLDG. CODE JURISDICTIQN: EVEREiT
<br /> i
<br /> � GREATER IN WALLS AND SLABS. EXTEND THE BARS 2'-0°BEYOND OPENINGS, OR
<br /> N AS FAR AS POSSIBLE AND HOOK. PROVIDE ONE #4 X 4'-0"DIAGONAL BAR AT �
<br /> a CORNERS. WEIDED WIRE FABRIC (WWF� SHALL CONFORM TO ASTM A185. WWF S�O
<br /> � SHALL BE LAPPED ONE CROSSWIRE PLUS TWO INCHES (I.E., 8"FOR 6X6 MESH}.
<br /> �3 FIELD BENT BARS SHALL BE GRADE 40, FS = 20,000 PSI.
<br /> o SHEEf 1 OF 4 �
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