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ABBREVIATIONS
<br /> GENERAL NOTES: FOUNDATIONS:
<br /> 1. DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE,IBC 2012 AND THE STATE 1. FOUNDATION DESIGN IS BASED ON INFORMATION AND RECOMMENDATIONS
<br /> AFF ABOVE FINISHED FLOOR LG LONG
<br /> OF WASHINGTON ADMENDMENTS. PROVIDED IN THE GEOTECHNICAL REPORT PREPARED FOR BUILDING 40-Q23 BY GEO
<br /> 2, ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND ENGINEERING,DATED OCTOBER 8,2015.SHALLOW FOUNDATIONS ARE DESIGNED FOR A ACI AMERICAN CONCRETE LLH LONG LEG HORIZONTAL
<br /> SPECIFICATIONS. MAXIMUM ALLOWABLE SOIL BEARWG CAPACITY OF 4000 PSF. INSTITUTE LLV LONG LEG VERTICAL
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONNECTIONS,EMBED PLATE
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED 2, SUB-GRADE FOR ALL FOUNDATIONS SHALL BE PREPARED AND AISC AMERICAN INSTITUTE OF
<br /> DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING COMPACTED IN ACCORDANC�WITH RECOMMENDATIONS STATED IN THE LP LOW POINT
<br /> PLANS,WHICH HAVE BEEN APPROVED BY THE ARCHITECTIENGINEER. GEOTECHNICAL REPORT REFERENCED ABOVE. STEEL CONSTRUCTION
<br /> LT GA LIGHT GAGE
<br /> AISI AMERICAN IRON AND
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH 3, EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWINGS SHALL NOT BE LARGER
<br /> ARCHITECTURAL,MECHANICAL,PLUMBING,ELECTRICAL AND CIVIL DRAWINGS TO THAN THE INDICATED FOUNDATION SIZE BY MORE THAN 3"EACH DIRECTION STEEL INSTITUTE
<br /> LOCATE RECESSED SLABS,SLOPES,DRAINS,REGLETS,BOLT SETTINGS,GRADES,ETC. MATL MATERIAL
<br /> ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE STRU l.►TU RAL STEEL. ANSI AMERICAN NATIONAL Mq� MAXIMUM
<br /> ARCHITECT/ENGINEER BEFORE PROCEEDWG WITH THE WORK. STANDARDS INSTITUTE
<br /> 5. THE STRUCTURAL WTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE ASCE AMERICAN SOCIETY OF MECH MECHANICAL
<br /> INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, 1� DESIGN,FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH
<br /> SHORING,AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE THE AiSC STEEL CONSTRUCTION MANUAL,LRFD; 14TH EDITION.THE STRUCTURAL FRAME CIVIL ENGINEERS MFR MANUFACTURER
<br /> WORK. FABRICATOR SHALL BE AISC CERTIFIED FOR STEEL BUILDING STRUCTURES(STD)OR INCLUDE,AT
<br /> THE FABRICATORS EXPENSE,INSPECTION SERVICES NECESSARY TO INSURE THAT THE SHOP ASTM AMERICAN SOCIETY FOR MID MIDDLE
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO PROCEDURES AND FASRICATION COMPLIES WITH DRAWINGS AND SPECIFICATIONS.SPECIFICALLY,
<br /> TESTING AND MATERIALS MTL METAL
<br /> ORDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHITECTIENGINEER IF DIFFERENT ALL WELDED CONNECTIONS SHALL BE INSPECTED AND TESTED BY A CERTIFIED TESTING AGENCY,
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS. 2, ALL STRUCTURAL STEEL SHALL HAVE THE FOLLOWING ASTM SPECIFICATION AND AWS AMERICAN WELDING MIN MINIMUM
<br /> 7, THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEFORE YIELD STRENGTHS UNO:
<br /> MISC MISCELLANEOUS
<br /> CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS WITH WHAT IS SHOWN ON W SHAPES----------------- FY=50 KSI(A992) AB ANCHOR BOLT
<br /> THESE DRAWINGS. IF THERE ARE CONDITIONS WHICH ARE DIFFERENT FROM WHAT IS SHOWN,
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. STEEL COVER PLATES AND MAIN SUPPORT BARS MCJ MASONRY C TR
<br /> 8, THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE (2�x 4"BARS SEE PLAN)(UNO) --------- FY=50 KSI(A572) L ANGLE
<br /> ARCHITECT/ENGINEER TO ENSURE THAT THE CONTRACTOR'S UNDERSTANDING OF THESE ALL OTHER BARS,HINGE BAR&HWGE B�OCK�--- FY=36 KSI(A572) MW(XX) MASONRY WA�L REINFORCING(TYPE)
<br /> DRAWINGS AND PLAN FOR THE WORK IS IN ACCORDANCE WITH THE DESIGN INTENT AND TO CHANNELS,ANGLES&MISC.STEEL -------- FY=36 KSI(A36) APPROX APPROXIMATE MP(XX) MASONRY PIER(TYPE)
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE. 3, ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST ARCH ARCHITECT;ARCHITECTURAL
<br /> EDITION OF THE AISC STEEL CONSTRUCTIflN MANUAL AND THE INTERNATIONAL MC{XX) MASONRY COLUMN(TYPE)
<br /> 9. SECTIONS AND DETAILS ARE SHOWN TO INDICATE SPECIFIC CONDITIONS.WHERE SECTIONS ARE NOTED TO BUILDING CODE. @ AT
<br /> BE TYPICAL,THESE SECTIONS OR DETAII.S SHALL APPLY TO OTHER SIMILAR IOCATIONS.ANY LOCATION IN
<br /> QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, 4. ALL WELDING ELECTRODES SHALL BE E70XX,UNO.ALL WELDING SHALL BE PERFORMED
<br /> BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1,1ID1.1M STRUCTURAL NA;NIA NOT APPLICABL
<br /> BM BEAM NTS;N.T.S. NOT TO SCALE
<br /> 10. THE STRUCTURAL ENGINEER OF RECORD SHAL�NOT BE RESPONSIBLE FOR THE MEANS,METHODS, WELDING CODE-STEEL,LATEST EDITION.
<br /> TECHNIQUES,SEQUENCES,NOR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR, 5. ALL FILLET WELDS SHALL BE 3116"UNO,BUT NOT LESS THAN AISC MINIMUM, BLT BOLT
<br /> OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE CONTRACTOR. NAVD NORTH AMERICAN VERTICAL DATUM 1988
<br /> THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR SEE CHART BELOW: BI;BOT BOTTOM
<br /> TO PERFORM THE CONSTRUCTION WORK IN ACCORDANCE WITH THESE DRAWINGS. MINIMUM SIZE FOR FILLET WELDS
<br /> 11. THE INTENT OF SITE VISITS ARE FOR THE STRUCTURAL ENGINEER TO BECOME FAMILIAR WITH THE OC;O.C. ON CENTER
<br /> QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS MATERIAL THICKNESS OF THWNER MINIMUM SIZE dF CIP CAST-IN-PLACE OPNG OPENING
<br /> PROCEEDING IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. PART JOINED(INCHES) FILLET WELD(INCHES) CL;C/l CENTERLINE OPP OPPOSITE
<br /> 12. ELEVATIQNS: T01/4"INCLUSIVE 1i8"
<br /> FINISHED GROUND FLOOR EL=100'-0° OVER 1l4°T01/2" 3/16" C�R CLEARANCE;CLEAR
<br /> 13. HATCH LID SAFETY SYSTEM: OPP HND OPPOSITE HAND
<br /> EACH ALUMINUM HATCH TO INCLUDE REQUIRED BOEING SAFETY FEATURES,WCLUDING(2}- OVER 1/2"TO 3(4" 1/4" CQL COLUMN
<br /> PNEUMATIC LIFTING ASSIST CYLINDERS AND(1)CENTER ALIGNMENT BRACKET,PER APPROVED OVER 314" 5/16" CONC CONCRETE QTY QUANTITY
<br /> MOCK-UP STUDY.
<br /> 6. THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL WHICH SHALL BE CHECKED CONN CONNECTION
<br /> PROJ PR4JECTION
<br /> 14. DESIGN LOADS: BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO SUBMITTAL TO THE CONT CONTINUOUS
<br /> TRENCH COVERS,WALLS AND FOUNDATIONS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADS: STRUCTURAL ENGINEER OF RECORD FOR REVIEW. THE SUBMITTAL SHOULD INCLUDE
<br /> A. UNIFORM LOAD: 500 PSF FABRICATION AND ERECTION DRAWINGS. FABRICATION SHALL NOT COMMENCE UNTIL THIS COQRD COORDINATE �g,# POUND
<br /> B. CONCENTRATED LOAD: 14,500#WHEEL LOAD WITH 750 PSI CONTACT PRESSURE REVIEW IS COMPLETED.
<br /> OR 7, CUTS,HOLES AND THEIR REINFORCEMENT(REQUIRED BY OTHER TRADES)SHALL BE CMU CONCRETE MASONRY UNIT
<br /> 30,000#WHEEL LOAD WITH 200 PSI CONTACT PRESSURE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE PLF POUNDS PER LINEAR FOOT
<br /> SHOP. FIELD BURNING OF HOLES&CUTS IN STRUCTURAL STEEL SHALL NOT BE CJ CONTROL JOINT PSF POUNDS PER SQUARE FOOT
<br /> PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF CG(XX) CONCRETE COLUMN
<br /> PSI POUNDS PER SQUARE INCH
<br /> CONCRETE. RECORD,UNLESS NOTED OTHERWISE ON THE DRAWWGS.
<br /> 8, SIZE AND SHAPE OF STRUCTURAL STEEL SHALL BE AS SHOWN ON DRAWINGS.
<br /> 1. AI.L CONCRETE WORK SHALL COMPLY WITH PROVISIONS QF ACI 318-11,ACI 315-05,AND ACI
<br /> 9. AFTER ERECTION,ALL STEEL SHALL BE CLEANED OF ALL RUST,LOOSE MILL,SCALE,AND DET DETAIL Rqp RADIUS
<br /> 301-10,AND THE INTERNATIONAL BUILDING CODE OTHER FOREIGN MATERIAL. SCUFFS AND ABRASIONS SHALL BE FIELD TOUCHED-UP. DIAG DIAGONAL
<br /> 10. ALL FIELD CONNECTIONS ARE TO BE PAINTED TO MATCH ATTACHED COMPONENTS. REF REFERENCE
<br /> 2. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE. DIA DIAMETER
<br /> CONCRETE STRENGTHS(AT 28 DaYS)SHALL BE AS FOLLOWS: 11. WELDED SHEAR STUDS SHALL BE 112"DIA x 6"LONG ASTM A108 HEADED STUDS. REINF REINFORCED;REINFORCING
<br /> F'c DW� DRAWING
<br /> REQD REQUIRED
<br /> UTILITY TRENCHES(BASE SLAB AND WALLS) -------------- 5000 PSI DF DROPPED FOOTING
<br /> SLABS-ON-GRADE ------------------------ 5000PSI GENERAL NOTES: POST INSTALLED ANCHORS
<br /> - SCHED SCHEDULE
<br /> EA EAGM
<br /> SHT SHEET
<br /> 3. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 1. POST INSTALLED ANCHORING SYSTEM SHALL BE HILTI HIT-HY 200 ADHESIVE AS INDICATED
<br /> 4. CONCRETE PROTECTION FOR REINFORCING BARS: ON DRAWINGS. EL;ELEV ELEVATION
<br /> SIM SIMILAR
<br /> STRUCTURAL ELEMENT CLEAR COVER 2. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE MAY EQUIP;EQMT EQUIPMENT
<br /> BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD(EOR)FOR SPEC SPECIFICATION
<br /> FOOTINGS,(CAST AGAINST& REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A EW EACH WAY
<br /> PERMANENTLY EXPOSED TO EARTH)------------ 3 WCHES CODE REPORT RECOGNIZIN�THE PRODUCT FOR THE APPROPRIATE APPLIGATION. SQ SQUARE
<br /> EXIST EXISTING
<br /> SF SQUARE FEET
<br /> FOOTINGS AND WALLS(CAST-IN-FORMS SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS DEMONSTRATING THE
<br /> PERMANENTLY EXPOSED TO EARTH) ------------2 INCHES SUBSTITUT�ON IS THE EQUIVALENT CAPABLE OF ACHIEVING PERFORMANCE VALUES EXP EXPANSION SQ IN SQUARE INCHES
<br /> SLABS(IN CONTACT WITH EARTH) --------------21NCHES OF THE PRE-APPROVED PRODUCTS.
<br /> EJ;EXP JT EXPANSION JOINT
<br /> SST;SS STAINLESS STEEL
<br /> SLABS(EXPOSED TO WEATHER)--------------1 1/2 WCHES 3. POST INSTALLED ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S
<br /> 5. ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR EXT EXTERIOR
<br /> SECTIONS 7.5.2.1 AND 7.5.3,3 IN ACI 315-99 PRODUCT INSTALLATION TRAINING. STD STANDARD
<br /> STL STEEL
<br /> 6. ALL REINFORCING STEEL REBAR SHALL CONFORM TO ASTM A615 GRADE 60. 4. MINIMUM EMBEDMENT FOR POST INSTALLED ANCHORS SHALL BE AS FOLLOWS,UNO:
<br /> 1/2"DIA=4 1/2" 3/4"DIA=8" FBA FLAT BAR ANCHOR SC(XX) STEEL COLUMN(TYPE)
<br /> 7. REINFORCING LAP SPLICE TABLE: 5/8"DIA=5 5/8" 1"AND GREATER: SEE DRAWINGS FBC FLORIDA BUILDING CODE
<br /> TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12"OF SW SELF WEIGHT
<br /> 5. ANCHOR SIZE&SHALL BE AS SHOWN ON DRAWINGS. FT FOOT;FEET
<br /> T&B TOP AND BOTTOM
<br /> FRESH CONCRETE IS CAST BELOW THE BAR.
<br /> LAP SPLICE LENGTH(5000 PSI CONCRETE)-NORMAL WEIGHT G E N E RAL N OTES: AL U M I N M U M F�N FINISH
<br /> THK THICK
<br /> FLR;FL FLOOR;FLOORING
<br /> THRU THROUGH
<br /> LEAST CONCRETE BAR SIZES(#) � „
<br /> COVER AT BAR 3 4 5 6 7 8 9 10 11 1. 1/ ALUMINUM PL SHOWN SHALL BE 70-75-T651 WITH ULTIMATE FLD;FD FLOOR DRAIN
<br /> STRENGTH=76 ksi AND YIELD STRENGTH=67 ksi. T!CONC TOP OF CONCRETE
<br /> 3" 13" 18" 22" 26" 38" 43" 49" 58" 72" FOB FACE OF BRICK
<br /> � 2" 13" 18" 22" 26" 42" 54" 69" 87" 107" T/FTG TOP OF FOOTING
<br /> Q GENERAL NOTES: PAINT & MISC FOF FACE OF FOOTING
<br /> � 1 112" 13" 18" 23" 33" 55" 72" 92" 116" 143" T/STL TOP OF STEEL
<br /> o FOW FACE OF WALL
<br /> � 3(4" 17" 29" 45" 65" 95" 108" 122" 137" 152" 1. SAFETY ORANGE TO BE APPLIED TO THE FOLLOWING AREAS: T&G TONGUE AND GROOVE
<br /> a.ALL HORIZONTAL BEARING SURFACES(TOP OF ANGLES&TRANSVERSE FTG FOOTWG
<br /> BARS) TYP TY ICAL ED SLAB
<br /> FDN FOUNDATION
<br /> 3„ 12" 14" 17° 20" 29" 33" 38" 45" 55°
<br /> b.ENTIRE HANDLE, F(XX) SPREAD FOOTING(TYPE)
<br /> w 2" 12" 14" 17" 20" 32" 42" 53" 67" 83" c.BOTfOM AND SIDES OF HANDLE KEEPER. TSE;TE THICKENED SLAB EDGE
<br /> � 1 1!2" 12" 14" 18" 25" 43" 56" 71" 89" 110" d.BOTTOM OF ENTIRE COVER PLATE. F.V. FIELQ VERIFY
<br /> � 314" 13" 22" 35" 50" 73" 83" 94" 105" 117"
<br /> 2. HINGES AND FLAP PLATES SHALL BE ORIENTED AS INDICATED ON FRAMING PLANS. UNO;U.N.O. UNLESS NOTED OTHERWISE
<br /> GA GAGE
<br /> 8. IT IS PERMITTEp TO SUBSTITUTE MECHANICAL SPLICES(MEETING THE REQUIREMENTS OF 3. STAINLESS STEEL PIN AND ROD SHALL BE TYPE 304 CONFORMING TO ASTM A276.
<br /> SECTION 12.6 IN ACI 318-11)FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL GALV GALVANIZED
<br /> SPLICES SHALL DEVELOP 125°/a(MIN)OF THE YIELD STRENGTH OF THE REBAR IN TENSION 4. ALL STEEL MEMBERS SHALL BE PAINTED W/(2)COATS OF PRIMER
<br /> GALV STL GALVANI2ED STEEL VERT VERT AL
<br /> OR COMPRESSION.
<br /> GEN GENERAL
<br /> 9. ALL REINFORCEMENT SHALL BE BENT COLD.REINFORCEMENT PARTIALLY EMBEDDED IN
<br /> CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER W! WITH
<br /> OF RECORD. HOOKS SHALL BE ACI STANDARD HOOKS IN ACCORDANCE WITH ACI 318,�HAPTER 7. SYM BO LS AN D LEG E N D
<br /> HP HIGH POINT WIO WITHOUT
<br /> 0. REINFORCING FOR CONTINUOUS FOUNDATIONS SHALL BE CONTINUOUS AT CORNERS AND
<br /> INTERSECTIONS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS. CORNER SYMBOL DESCRIPTION SYMBOL DESCRIPTION HORIZ HORIZONTAL WWF WELDED WIRE FABRIC
<br /> BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAIGHT BAR LAP LENGTHS ON BOTH ENDS WF(XX) WALL FOOTWG(TYPEj
<br /> OF THE CORNER BARS. 100'-0" ELEVATION INT INTERIOR
<br /> SECTION LETTER �/ SLAB POINT OF
<br /> 11. AT THE TIME CONCRETE IS PLACED,REINFORCEMENT SHALL BE FREE FROM MUD,OIL OR A REFERENCE INFO INFORMATION
<br /> OTHER NONMETALLIC COATINGS THAT DECREASE BOND. WHERE DRAWN
<br /> .�. BENCHMARK/ K KIPS
<br /> WORK POINT
<br /> KSI KIPS PER SQUARE INCH
<br /> DETAIL NUMBER
<br /> 2
<br /> WHERE DRAWN
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<br /> Certificate of Authorization
<br /> Lynnwood,Washington,98036 Archikecture No,603235512
<br /> 425-921-3500 Engineering No.3137
<br /> RA N DA SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED �A� �MPS A. � ACCEPTABILITY BE� o$ ,5 �6 GENERAL NOTES � 6325 O 08/15/16
<br /> ��`�oF WpSN,�FF THIS DESIGN AND/OR AHM D 08 15 16 SHEEr
<br /> 0 RELEASE 9 - (IFC WBJ 40-025/40-024) (WBS16325) BEL TAL 08/15/16 � . � SPECIFICATION IS APPROVED
<br /> � 09 A o � -o�� MT} APPROVED BY DEPT. DATE TAL 08 15 16 T�T`E FACTORY TRANSFORMATION 777X WING BODY JOIN �
<br /> ,�� CHECKED �2 n s o 0
<br /> BOE
<br /> �p � o �' B U I LD I N G 40-024 �oe No. WO 15/2899-800 COMP N0.
<br /> 25411 � APPROVED
<br /> •`� F G 1 S T E�� ��'
<br /> Fss,oNA� ��� APPROVED STRUCTURAL MASTER �ER�, �q �wc No. 40-024-S2n-800
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