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ABBREVATIONS: STRUCTURAL STEEL NOTES: GENERAL NOTES: � �
<br /> +- •-
<br /> SYMBOL LEGEND STEEL SHALL CONFORM TO THE"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS",LASTEST EDITION,OF THE AMERICAN � � � �
<br /> AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY K KIP(1000 LBS.) DESIGNED IN ACCORDANCE WITH THE 2016 WASHINGTON STATE BUILDING CODE(IBC 2015)AND WASHINGTON .� •-
<br /> INSTITUTE OF STEEL CONSTRUCTION.
<br /> TRANSPORTATION OFFICIALS KLF KIPS PER LINEAR FOOT STATE AMENDMENTS. U N � �
<br /> A.B. ANCHOR BOLT OR ANCHOR ROD KSF KIPS PER SQUARE FOOT ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992,EXCEPT AS MODIFIED BELOW: � � � N
<br /> � A.A.S. A D H E S I V E A N C H O R I N G I N S T I T U T E K S I K I P S P E R S Q U A R E I N C H � SLOPED FOOTING.SEE SLOPED FOOTING DETAILS. I F A N Y F I E L D C O N D I T I O N S P R E C L U D E C O M P L I A N C E W I T H T H E S E D R A W I N G S A N D/O R C O N D I T I O N S S P E C I F I E D,T H E -� • � �
<br /> ACI AMERICAN CONCRETE INSTITUTE : ALL MISCELLANEOUS STEEL CHANNELS,ANGLES AND PLATES SHALL CONFORM TO ASTM A36. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH THE AFFECTED WORK. U � � �
<br /> ALL HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B.
<br /> AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL L.B. ANGLE BRACE(ALSO SEE SYMBOLS) ' Q w w � �
<br /> K.B. KNEE BRACE(SEE PLAN FOR SIZE) • ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554,GRADE 3fi.
<br /> AFPA AMERICAN FOREST AND PAPER ASSOCIATION LLH LONG LEG HORIZONTAL � TYPICAL DETAILS AND NOTES SHOWN HEREIN SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED
<br /> BOLTS SHALL BE ASTM A325,MINIMUM 314"DIAMETER N
<br /> AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LLV LONG LEG VERTICAL OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR � N
<br /> ALT. ALTERNATE LOC. LOCATION BF-1 STRUCTURAL STEEL BRACE FRAME-SEE BRACE FRAME ELEVATIONS SIMILAR CONDITIONS. ��
<br /> THE STEEL FABRICATOR SHALI BE AISC CERTIFIED. �
<br /> ALUM ALUMINUM L.P. LOW POINT � •
<br /> ANCH. ANCHOR OR ANCHORAGE L.W. LIGHT WEIGHT R.F. STEEL FRAME IN ROOF OPENING•SEE DETAILS ALL UNDERGROUND UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO STARTING EXCAVATION WORK. CALL �
<br /> ARCH. ARCHITECTURAL OR ARCHITECT ALL WELDS SHALL USE E70XX ELECTRODES AND CONFORM TO THE"STRUCTURAL WELDING CODE(STEEL)",AWS D1.1,LATEST BEFORE YOU DIG PRIOR TO STARTING ANY EXCAVATION. � .
<br /> ASD ALLOWABLE STRESS DESIGN MAS. MASONRY EDITION. ALL WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. . . O �
<br /> F-1 TYPE OF FLOOR OR ROOF DECK AND DIRECTION OF SPAN U
<br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS MATL. MATERIAL WORK AREAS SHALL BE MARKED,FENCED,AND OTHERWISE SECURED SO AS TO PROVIDE PROPER PROTECTION
<br /> AWS AMERICAN WELDING SOCIETY MAX. MAXIMUM ALL FIELD WELDS SHALL BE INSPECTED BY A CERTIFIED WELDING INSPECTOR. FOR THE PUBLIC,AND AS REQUIRED BY THE BUILDING INSPECTOR.
<br /> MECH. MECHANICAL 7777T DEPRESSION IN FLOOR SLAB ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE,UTILIZING 3l4"DIA.ASTM A325-N TENSION CONTROL BOLTS,UNLESS SHOWN
<br /> B,BOTT. BOTt'OM M/E1P MECHANICAL/ELECTRICALIPLUMBING ��j�77 IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING,BRACING 355 Research Parkway •
<br /> Bl,B.O. BOTfOM OF MEZZ. MEZZANINE OTHERWISE. AND FORMWORK,EfC.,AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. Meriden,CT o6450
<br /> BLDG. BUILDING MID. MIDDLE THIS(NCLUDES PROVIDING TEMPORARY BRACING,SHORING,GUYS OR TIE•DOWNS. THESE TEMPORARY (203) 630-1406
<br /> BM. BEAM MID-PT MIDPOINT � ►-- B�M TO BEAM MOMENT SPLICE-SEE DETAILS ALL BOLTS,NUTS,AND WASHERS SHALL BE IN ACCORDANCE WITH THE LATEST SPECIFICATIONS APPROVED BY THE RESEARCH SUPPORTS SHALL REMAIN IN PLACE UNTIL ALL STRUCTURAL COMPONENTS ARE STABLE AND COMPLETED. (203j 630-2615 Fax
<br /> B4O.F. BOTTOM OF FOOTING MIN. MINIMUM COUNCIL ON RNETEQ AND BOLTED STRUCTURAL JOINTS. °
<br /> x=XIX" UPWARD CAMBER TO WHICH BEAMS ARE TO BE FABRICATED
<br /> B.O.S. BOTTOM OF STEEL MM MILLIMETER THE BOTTOM OF ALL EXTERIOR FOOTING ELEVATIONS SHALL BE A MINIMUM OF 3'•6"BELOW FINISHED EXTERIOR
<br /> ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED(ONE C0�►T OF 2 MIL.DRY FILM,MIN.),U.O.N. SHOP PRIMER TO BE FABRICATOR'S �
<br /> BRG. BEARING M.O. MASONRY OPENING GRADE UNLESS NOTED OTHERWISE. COMPACT BOTTOM OF FOOTING SUBGRADE 1MTH A SMOOTH-DRUM
<br /> B/S BOTH SIDES MTL METAL )O(k UN•FACTORED BEAM REACTION IN KIPS TO BE USED TO DESIGN CONNECTIONS(AISC ASD STANDARD COLOR. VIBRATORY ROLLER HAVING A MINIMUM STATIC DRUM WEIGHT OF 5-TONS. REMOVE ALL DEBRIS FROM BOTTOM �� � t� � ti.� ��
<br /> CRITERIA;10 KIP MINIMUM REACTION O F F O O T I N G P R I O R T O P L A C I N G C O N C R E T E. D O N O T P L A C E C O N C R E T E O N F R O Z E N S O I L I C E M U D O R I N �''�� "` ' + '
<br /> ALL DUNNAGE STEEL AND STEEL EXPOSED TO WEATHER SHALL BE HOT•DIPPED GALVANIZED. ,�
<br /> C F COLD-FORMED N.F. N E A R F A C E W A T E R. A L L F O U N D A T I O N S U B G R A D E S S H A L L B E I N S P E C T E D A N D A P P R O V E D U N D E R T H E S U P E R V I S I O N O F A � � ��'�'.
<br /> [+l-X'-X"] E L E V A T I O N O F S T E E L B E A M A B O V E O R B E L O W R E F E R E N C E D D A T U M � ` > i c t �"'�..
<br /> CFMF COLD-FORMED METAL FRAMING NFPA NATIONAL FIRE PROTECTION REGISTERED PROFESSIONAL ENGINEER PRIOR TO BEING CONCRETED. � ��; '�� ,�� •
<br /> FIELD FLAME CUTTING OF ANY STRUCTURAL MEMBERS IS NOT PERMITTED. .
<br /> C.G. C E N T E R O F G R A V I T Y A S S O C I A T I O N ��
<br /> W16 BEAM AT LEVEL BELOW � � � �s�
<br /> C.I.P. CAST IN PLACE N.I.C. NOT IN CONTRACT ROOF LOADS: �J � �`
<br /> ALL STEEL SHALL BE FABRICATED,ERECTED,AND TESTED tN ACCORDANCE WITN THE AMERICAN INSTITUTE OF STEEL �; �-•- �
<br /> C.J. CONTROL JOINT N0. NUMBER „ „ LIVE LOAD=20 PSF }_ '
<br /> C O N S T R U C T I O N(A I S C) C O D E O F S T A N D A R D P R A C T I C E F O R S T E E L B U I L D I N G S A N D B R I D G E S ' �
<br /> CLR. CLEAR N.S. NEAR SIDE GROUND SNOW LOAD P 35 PSF �� ' r
<br /> H►- BEAM•TO•COLUMN MOMENT CONNECTION•SEE DETAILS ' g �� °�' r �
<br /> CMU CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE STRUCTURAL STEEL SHOP DRAWINGS,PREPARED BY THE STEEL SUBCONTRACTORS,SHOWING COMPLETE DIMENSIONS,DETAILS, EXPOSURE FACTOR,Ce=1A �� ��� r �r C`
<br /> C.O. CLEAN OUT N.W. NORMAL WEIGHT SIZES,AND GRADES OF STEEL MEMBERS AND CONNECTIONS,TYPE AND NUMBER OF WELDS AND BOLTS,SHALL BE SUBMITTED FOR THERMAL FACTOR,Ct=1.0 �� �?����,� �,����
<br /> COL. COLUMN Px IMPORTANCE FACTOR Is=1.0 �.°� ��s� �'
<br /> PIER OR PILASTER TYPE-SEE SCH.&DETAILS APPROVAL PRIOR TO THE FABRICATION OF THE STEEL COMPONENTS. THE STRUCTURAL STEEL SUBCONTRACTOR SHALL BE ' ,�" �, tsr
<br /> CONC. CONCRETE O.C. ON CENTER RESPONSIBLE FOR CHECKING,VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS WITH THE STRUCTURAL AND OTHER FLAT ROOF SNOW LOAD,Pf=25 PSF -'��,��� '
<br /> CONN. CONNECTION O.D. OUTSIDE DIAMETER PORTIONS OF THE CONTRACT DRAWINGS. THE STEEL SUBCONTRACTOR SHALL NOT REPRODUCE ANY PORTION OF THE STRUCTURQL i ,"�..�-x� �=?
<br /> CONST. CONSTRUCTION O.F. OUTSIDE FACE B FOOTING TYPE-SEE SCH.&DETAILS WIND LOADS: �(�t1��3 ���}
<br /> CONST.JT. CONSTRUCTION JOINT O.H. OPPOSITE HAND FX CONTRACT DRAWINGS FOR UTILIZATION AS SHOP DRAWINGS,UNLESS APPROVAL OF THE STRUCTURAL ENGINEER IS OBTAINED. BASIC WIND SPEED(Vult)=110 MPH �" ' ��'�"���t µ�j
<br /> CONT. CONTINUOUS OIH OVERHANG RISK CATEGORY=II
<br /> CRSI CONCRETE REINFORCING STEEL INSTITUTE OPNG. OPENING (XX'-X") BOTTOM OF FOOTING ELEVATION FROM DATUM ELEV. ALL STRUCTURAL STEEL ERECTI�N AND SHORING SHALL BE INSPECTED BY AN INDEPENDENT TESTING AGENCY RETAINED BY THE �(pOSURE="C"
<br /> OWNER FOR THE FOLLOWING ITEMS:
<br /> CTR. CENTER OPP. OPPOSITE � VISUALLY INSPECT ALL CONNECTIONS,INCLUDING,BUT NOT LIMITED T0,BOLTS,WELDS,METAL DECK WELDS TO SUPPORT • �
<br /> STRUCTURE,AND METAL DECK SIDE LAPS. SEISMIC DESIGN CRITERIA: .
<br /> D•B DESIGN BUILD P.A.F. POWER•ACTUATED FASTENER T-X PREFAB.COLD-FORMED STEEL TRUSS-SEE TRUSS ELEVATIONS. Ss=1.234 S1 =0.471
<br /> DEPR. DEPRESSION PART. PARTIAL • INSPECT STEEL ERECTION FOR ORIENTATION AND PLUMBNESS. SEISMIC IMPORTANCE FACTOR,le=1.0
<br /> DEPT. DEPARTMENT PL. PLATE SITE CLASS="D"(ASSUMED)
<br /> DET. DETAIL PCA PORTLAND CEMENT ASSOCIATION TG-X PREFAB.COLD•FORMED STEEL TRUSS GIRDER-SEE TRUSS ELEVATIONS. ALL STEEL CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRIGATOR TO RESIST MINIMUM THE REACTIONS SHOWN THUS XXk Sds=0.828 Sd1 =0.48 �
<br /> ON THESE DRAWINGS. REACTIONS NOT SHOWN SHALL BE DESIGNED TO RESIST 10 KIPS MINIMUM,SERVICE LOAD LEVELS.
<br /> DIA. DIAMETER PCI PRE-STRESSED CONCRETE INSTITUTE SEISMIC DESIGN CATEGORY="D"
<br /> DIM. DIMENSION P/C PRECAST CONCRETE C.J. CONCRETE SLAB CONTROL JOINT. BUILDING FRAME SYSTEMS-SPECIAL REINFORCED CONCRETE SHEAR WALLS
<br /> DIR. DIRECTION PEN. PENETRATION R=5.0 �
<br /> DN DOWN PLF #IFTPOUNDS PER SQUARE FOOT CONCRETE NOTES:
<br /> � QUANTITY OF 314"DIA.x 5"LONG U.N.O.WELDED�HEADED STUD SHEAR CONNECTIONS TO BE
<br /> D.O. DITTO(SAME AS ABOVE) PREFAB. PREFABRICATED (�� EVENLY SPACED. ALL CONCRETE WORK SHALL CONFORM TO ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",ACI-318-LATEST ALL COMPACTED CONTROLLED FIIL BEING PLACED MUST BE TESTED BY AN APPROVED TESTING LASORATORY
<br /> D.O.T. DEPARTMENT OF TRANSPORTATION PSF POUNDS PER SQUARE FOOT DURING THE FILL OPERATION. SLABS AND FOOTINGS SHALL NOT BE PLACED UNTII.FILL TEST REPORTS HAVE
<br /> DWG. DRAWING PSI POINDS FER SQUARE INCH EDITION,AND"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES",ACI•315-LATEST EDITION, gEEN CHECKED AND APPROVED BY THE ENGINEER. PROIR TO PLACING CONCRETE,EXISTING SOIL CONDITIONS
<br /> DWL. DOWEL(S) PSL PARALLEL STRAND LUMBER SHALL BE INSPECTED AND VERIFIED BY THE ENGINEER. ALL UNSUITABLE SOIL SHALL BE REMEDIATED AS '
<br /> ALL CONCRETE FORMWORK SHALL CONFORM WITH ACI"RECOMMENDED PRACTICES FOR CONCRETE FORMWORK" ACI-347.
<br /> PT. POINT ' DIRECTED BY THE ENGINEER, BUILDING PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SITE DRAWINGS �
<br /> E�',. EACH PiT PRESERVATIVE TREATED ALL STRUCTURAL CONCRETE SHALL CONFORM WITH ACI"SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS",ACI-301. AND SPECIFICATIONS. � �
<br /> �.E. EACH END PTD. PAINTED � `
<br /> E.F. EACH FACE PVC POLYVINYL CHLORIDE ALL SPECIAL INSPECTION REPORTS PERFORMED IN ACCORDANCE WITH THE STATEMENT OF SPECIAL W �
<br /> AIR ENTRAIN ALL EXTERIOR CONCRETE AND CONCRETE EXPOSED TO WEATHER.
<br /> EL.,ELEV. ELEVATION R RADIUS INSPECTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW IN A TIMELY MANNER. THE FINAL REPORT OF �- �
<br /> ELEC. ELECTRICAL R/C REINFORCED CQNCRETE ALL CONCRETE FOR FOOTINGS AND FOUNDATIONS SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE SPECIAL INSPECTIONS SHALL NOT BE ISSUED UNTIL ALL SPECIAL INSPECTION REPORTS HAVE BEEN RECENED � N
<br /> EMBED. EMBEDMENT R.C.P. REINFORCED CQNCRETE PIPE STRENGTH AT 28 DAYS OF 3,000 PSI. AND APPROVED BY THE ENGINEER. � OO '
<br /> ENGR. ENGINEER R.D. ROOF DRAIN O�
<br /> E.O.D. EDGE OF DECK REF. REFERENCE ALL CONCRETE FOR 1NTERIOR SLABS-ON-GRADE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH �1 �
<br /> E.O.S. EDGE OF STEEL REINF. REINFORCING AT 28 DAYS OF 4,000 PSI,(NO AIR-ENTRAINING].
<br /> � � Q ,
<br /> EQ. EQUAL REQ'D REQUIRED MASONRY NOTES: W 3
<br /> E.W. EACH WAY RET. RETURN ALL CONCRETE SHALL BE CONTINUOUSLY MOIST CURED FOR SEVEN(7)DAYS MINIMUM, CONCRETE SHALL BE KEPT MOIST BY FOG
<br /> EX.,EXIST. EXISTING R.F. ROOF FRAME NEW MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH ACI 530ITMS 402. � 1-
<br /> SPRAYING,CURING PAPER AND/QR ACCEPTABLE CURING COMPOUNDS.
<br /> EXP. EXPANSION RFT. RAFTER (� (� W ;
<br /> EXP.J�.,E.J. EXPANSION JOINT R.O. ROUGH OPENING CONSTRUCTION SHA�L CONFORM TO ACI 530.1tTMS 602-LATEST EDITION,"SPECIFICATIONS FOR MASONRY �
<br /> EXT. EXTENSION RTU ROOF TOP UNIT CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR APPROVAL. MIX DESIGN SHALL INDICATE 28•DAY STRENGTHS,CEMENT CONTENT,AIR STRUCTURES." ALL MASONRY CONSTRUCTION SHALL BE INSPECTED AND TESTED TO ASSURE CONFORMANCE W �
<br /> CONTENT,WATER-CEMENT RATIO,AMOUNT OF FINE AND COARSE AGGREGATES,AND ADMIXTURES. WITH THE DETAILS SHOWN ON THESE PLANS. � W � '
<br /> F.D. FLOOR DRAIN SDI STEEL DECK INSTITUTE MAX.WATER•CEMENT RATIO=0.45 FOR SLABS •
<br /> F.F. FAR FACE SECT. SECTION RTU DESIGN LOAD SCHEDULE 0.53 FOR FOOTINGS AND FOUNDATIONS MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH COMPRESSIVE STRENGTH OF 1900 PSI. � W
<br /> MAX.SLUMP-
<br /> FND. FOUNDATION S.F. STEP Ft)OTING (�
<br /> RTU# WEIGHTS 4"FOR SLABS
<br /> FIN. FINISH SHTG, SHEATHING MASONRY MORTAR SHALL BE TYPE"S",CONFORMING TO ASTM C270. O .
<br /> 5"FOR ALL OTHER CONCRETE
<br /> FL. FLOOR SIM. SIMILAR �
<br /> MAX.AGGREGATE SIZE-
<br /> FLG. FLANGE SJI STEEL JOIST INSTITUTE 1 3,005 ALL BAR REINFORCING SHALL CONFORM TO ASTM A615,GRADE 60.
<br /> FOOTINGS 8�FOIJNDATIONS-314"T01 112"
<br /> F.M. FACTORY MUTUAL SL. SLOPING BEAM OR GIRDER SLAB-ON-GRADE-3/4"T01"
<br /> F.S. FAR SIDE S.O.G. SLAB ON GRADE 2 3,005 ALL BAR REINFORCING SHALL BE GROUTED SOLID FULL HEIGHT USING LOW LIFT METHOD. '
<br /> FT. FEET OR FOOT SPA. SPACES CEMENT SHALL BE PORTLAND CEMENT,TYPE I OR II,CONFORMING TO ASTM C-150. AGGREGATES SHALL CONFORM TO ASTM C-33.
<br /> FTG. FOOTING SQ. SQUARE 3 3,005 ALL MASONRY SHALL BE LAID IN RUNNING BOND. STACK BOND IS NOT ACCEPTABLE.
<br /> F.O.W. FACE OF WALL S.S. STAINLESS STEEL AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C-260. NON•SHRINK GROUT SHALL CONFORM TO ASTM C-109. EXPANSION
<br /> STD. STANDARD 4 3,005 JOINTS SHALL BE 112"THICK ASPHALT IMPREGNATED FIBERBOARD JOINT MATERIAL,CONFORMING TO ASTM D•1751. CURING ALL BOND BEAMS SHALL BE GROUTED SOLID. •
<br /> GA. GAUGE STL. STEEL COMPOUND SHALL BE CLEAR,CONFORMING TO ASTM C-309.
<br /> G.B. GRADE BEAM STIFF. STIFFENER 5 3,005 COLD WEATHER CONCRETE WORK SHALL CONFORM TO ACI-306. GROUT SHALL CONFORM TO ASTM C94 OF C476. . .
<br /> GALV. GALVANIZED •
<br /> G.C. GENERAL CONTRACTOR T/,T.O. TOP OF 6 3,005 PROVIDE No.9 WIRE STANDARD TRUSS-TYPE HORIZONTAL REINFORCEMENT AT 16"o.c.TYPICAL,UNLESS �
<br /> GEN.,GENL GENERA� T&B TOP AND BOTTOM HOT WEATHER CONCRETE WORK SHALL CONFORM TO ACI-305. OTHERWISE NOTED.
<br /> GR. GRADE TEMP. TEMPORARY 7 3,005 ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. WELDED WIRE MESH SHALL CONFORM TO ASTM A185 AND
<br /> THK. THICK OR THICKNESS PROVIDE MASONRY ANCHORS AND GALVANIZED TRI-TIES AT 16"o.c.AT ALL STEEL COLUMNS IN CONTACT WITH �
<br /> HDR. HEADER THRD. THREADED g � 291 ASTM A82. MASONRY.
<br /> HOR.,HORlZ. HORIZONTAL THRU THROUGH WELDED WIRE MESH SHALL HAVE MINIMUM END AND SIDE LAPS OF 1'-0".
<br /> H.P. HIGH POINT TA.C. TOP OF CONCRETE 9 2,859 PR VID �2)-# VE ICAL BAR (0 IN CH QR SOL DLY RO TED DJA ENT 0 ALL DO R A D WI DO ,
<br /> H.S. HIGH STENGTH T.O.S. TOP OF STEEL OPENINGS,AND AT ALL CONSTRUCTION JOINTS.
<br /> HSS HOLLOW STRUCTURAL SECTION TA.W. TOP OF WALL 10 976 CONCRETE ACCESSORIES SHALL BE ADEQUATE TO MAINTAIN REINFORCING ACCURATELY IN PLACE AND BE NON-CORROSIVE,NON-
<br /> STAINING TYPE.
<br /> HT. HEIGHT TS TUBE STEEL PROVIDE#6 VERTICAL BARS @ 24"AT SCRUBBER DUMP WALLS. �„ .
<br /> TSF TONS PER SQUARE FOOT 10% OF UNIT WEIGHT INCLUDED FOR WEIGHT OF CURBS z
<br /> ICC INTERNATIONAL CODE COUNCIL TYP. TYPICAL LAP ALL BAR REINFORCING PER ACI-318. STAGGER SPLICES IN WALLS AND SLABS AND ALL HORIZONTAL REINFORCEMENT. R 0 N Y S Y T T U S D p � �
<br /> I.D. INSIDE DIAMETER � �
<br /> > I.F. INSIDE FACE UL UNDERWRITER'S LABORATORIES CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL(AS IN WALLS AND COLUMNS)SO AS TO CAUSE SEGREGATION � p . ,
<br /> � OF AGGREGATES. USE HOPPERS,CHUTES OR TRUNKS OF VARYING LENGTHS SO THAT THE FREE UNCONFINED FALL OF CONCRETE U U �
<br /> •�„ IN. INCH OR INCHES U.O.N. UNLESS OTHERWISE NOTED SHALL NOT EXCEED FIVE(5)FEET. WOOD NOTES: W �
<br /> �� INCL. INCLUDING VERT. VERTICAL N o w
<br /> � MINIMUM REINFORCEMENT COVER,UNLESS NOTED OTHERWISE: z j
<br /> INFO INFORMATION V.I.F. VERIFY IN FIELD -CONCRETE CAST AGAINST EARTH: 3" NOTCHED AND/OR CUT JOISTS ARE NOT AL�OWED. VERIFY ALL JOIST OPENINGS WITH STRUCTURAL ENGINEER O �
<br /> � INT. INTERIOR PRIOR TO STARTING WORK. `='
<br /> INV. INVERT w/ ►AIITH -CONCRETE EXPOSED TO EARTH OR WEATHER:
<br /> � > � '
<br /> � No.6 TO No.18 BARS-2" � o
<br /> � W.O. WINDOW OPENING No.5 AND SMALLER•1 1/2" WOOD CONSTRUCTION SHALL BE PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC)STANDARDS AND J
<br /> � JST. JOIST W.P. WORKING POINT SPECIFICATIONS,AND NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS)AS PUBLISHED BY �
<br /> -CONCRETE NOT EXPOSED TO EARTH OR WEATHER: m ;
<br /> � JT. JOINT W.W.F. WELDED WIRE FABRIC No.11 AND SMALl.ER - 314" THE NATIONAL FOREST PRODUCTS ASSOCIATION(NFPA).
<br /> U �
<br /> � ALL CONCRETE WOR}(,REINFORCING PLACEMENT,AND FORMWORK SHALL BE INSPECTED BY AN INDEPENDENT TESTING AGENCY ALL LUMBER FRAMING MEMBERS ARE TO HAVE THE FOLLOWING MINIMUM BASE DESIGN VALUES IN � N
<br /> � RETAINED BY THE OWNER FOR THE FOLLOWING ITEMS: ACCORDANCE WITH THE LATEST ISSUE OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION o �
<br /> `;� • INSPECT BOTTOM OF FOOTING SOIL CONDITIONS. (NDS)AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS AS50CIATION(NFPA): �
<br /> � • INSPECT FORMWORK AND PLACEMENT OF CONCRETE. N0.11N0.2,DOUGLAS FIR-LARCH: o
<br /> � � SAMPLING FRESH CONCRETE PER ASTM C-172,MODIFIED FOR SLUMP BY ASTM C-94� Fb=900 PSI ,
<br /> o • SLUMP PER ASTM C-143.ONE TEST AT POINT OF DISCHARGE FOR EACH DAYS POUR FOR EACH TYPE OF CONCRETE. Fv=180 PSI � �
<br /> �` • AIR CONTENT PER ASTM C-173(VOLUMETRIC)OR ASTM G231 (PRESSURE}.ONE TEST FOR EACH DAYS POUR FOR EACH TYPE E=1,600,000 PSI � .
<br /> /n OF CONCRETE. ALL FRAMING LUMBER SHALL BE AS GRADED PER AMERICAN LUMBER STANDARDS U.N.O. WITH MINIMUM Designed WPM
<br /> -+- • COMPRESSION TEST CYLINDERS PER ASTM C-31 (4 CYLINDERS) GRADES AS FOLLOWS: ( ) Drawn: ADL
<br /> � • CONCRETE TEMPERATURE-TEST EACH TIME A SET OF CYLINDERS IS CAST. '
<br /> � PLATES,BLOCKS,AND MISC.:DFL N01/N0.2 OR BETTER
<br /> � • COMPRESSION STRENGTH TEST PER ASTM C-39.ONE SET FOR EACH DAYS POUR PLUS AD�ITIONA SETS FOR EACH 50 cy Reviewed: .l.l
<br /> � OVER AND ABOVE THE FIRST 25 cy.ONE CYLINDER TESTED AT 7 DAYS,TWO CYLINDERS TESTED AT 28 DAYS,AND ONE Scale: 1/8"= t'-0"
<br /> U CYLINDER RETAINED FOR LATER TESTING IF REQUIRED. ALL WOOD SHEATHING SHALL BE APA-RATED. ,
<br /> O Project No. 1900494
<br /> �j PLYWOOD SHALL BE CONTINUOUS OVER TWO(2)OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO Date: 04/19/2019
<br /> �N SUPPORT.
<br /> •� .
<br /> �
<br /> � JOIST HANGERS,STRAPS,CLIPS AND TIE-DOWNS SHALL BE MANUFACTURED BY THE"SIMPSON STRONG-TIE �
<br /> � COMPANY,INC."OR APPROVED EQUAL.
<br /> /
<br /> �
<br /> � Title: '
<br /> � NAILING OF MULTIPLE MEMBERS SHALL BE AS REQUIRED BY THE MANUFACTURER. BEARING OF ALL BEAMS �
<br /> � SHALL BE THREE(3)INCHES MINIMUM. GENERAL NOTES
<br /> /
<br /> U ALL WOOD OR ENGINEERED LUMBER MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br /> PRESSURE TREATED. �
<br /> �
<br /> � ROOF SHEATHING FASTENERS SHALL BE SPACE�AT 2"o.c.AT EDGES,AND AT 12"o.c.AT INTERMEDIATE
<br /> o SUPPORTS,U.N.O. �
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<br /> Sheet No.
<br /> � COMMON NAILS ARE REQUIRED FOR SHEAR WALLS,INCLUDING PLATE NAILING,TIE-DOWNS,HANGERS,AND
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<br /> BOX NAILS REQUIRE 1/3 MORE NAILS THAN LISTED ABOVE. CEMENT COATED SINKERS ARE CONSIDERED BOX � � •O
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<br /> O 2017 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITfEN PERMISSION OF BL COMPANIES.
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