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<br /> 'eA.7,
<br /> Do not scale
<br /> IF PN DOUBT ASK Al dimensions in inches O
<br /> ABBREVIATIONS Do not manually alter CAD drawings El-
<br /> LEGEND GENERAL NOTES:
<br /> (A) ABOVE(AT BEAMS OR COLUMNS) FIG FIGURE PH PHASE
<br /> AB ANCHOR BOLT FIN FINISH;FINISHED R PLATE(STEEL);PROPERTY UNE THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE:
<br /> ABT ABOUT FF FAR FACE PL PLATE(WOOD) SECTION NUMBER
<br /> COOL
<br /> ABV ABOVE FLASH FLASHING PLC(S) PLACE(S) INTERNATIONAL BUILDING CODE(IBC),2015 EDMON 0."----- -----0 0 /
<br /> A/C ASPHALTIC CONCRETE PAVEMENT FLG FLANGE PLWD PLYWOOD SECTION MARK I�� c o m m u n i t y t r n s I t
<br /> ACI AMERICAN CONCRETE INSTITUTE FIR FLOOR PP PARTIAL PENETRATION
<br /> ADJ ADJACENT;ADJUST FOS FACE OF STUDS P/S PRESTRESSED SHEET WHERE SECTION ROOF:20 PSF(SNOW)
<br /> ADDL ADDITIONAL FP FIREPROOF;FULL PENETRATION PSF POUNDS PER SQUARE FOOT IS DRAWIN
<br /> AGGR AGGREGATE FS FAR SIOE PSI POUNDS PER SQUARE INCH jUIEN6L_LOUt
<br /> AISC AMERICAN INSTITUTE OF FT FOOT;FEET PSL PARALLEL STRAND LUMBER WINO PER ANALYTICAL PROCEDURE
<br /> STEEL CONSTRUCTION FTG FOOTING PT PRESSURE TREATED DETAIL NUMBER WIND:V3s=90 MPH.EXP C.Iw=1.00
<br /> ARC AMERICAN INSTITUTE OF FUT FUTURE P/T POST TENSION SEISMIC PER SEISMIC:Stlt=1.0(AS EQUIVALENT(AST FORCE METHOD
<br /> d
<br /> DETAIL MARK (ASSUME),le=1.0
<br /> TIMBER CONSTRUCTION PVC POLYMNYLCHLORIDE - @ BASIC SEISMIC FORCE RESISTING SYSTEM:CANTILEVERED COLUMN SYSTEMS.
<br /> ALT ALTERNATE;ALTERNATIVE GA GAGE;GAUGE PAR PAVEMENT
<br /> ALUM ALUMINUM GALV GALVANIZED I I SHEET WHERE DETAIL ALL AND WORKMANSHIP SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS,2015 EDITION,DRAWINGS.AND
<br /> APPROX APPROXIMATE;APPROXIMATELY GEN GENERAL R RADIUS \ �� IS DRAWN SPECIFICATIONS.THE DRAWINGS AND DESIGN ARE BASED ON A COMPLETED CONDmON.ANY TEMPORARY BRACING AND SHORING REQUIRED UNTIL
<br /> ARCH ARCHITECT;ARCHITECTURAL GIRD GIRDER RBS REDUCED BEAM SECTION ALL STRUCTURAL CONNECTIONS HAVE BEEN COMPLETED,IS THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR.
<br /> ASPH ASPHALT CL GLUE LAMINATED REF REFERENCE DETAIL NUMBER DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDT1ONS ARE NOT SPECIFICALLY INDICATED,BUT ARE OF A
<br /> ASTM AMERICAN SOCIETY FOR CND GROUND REINF REINFORCED:REINFORCEMENT: SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ARCHITECT&
<br /> TESTING MATERIAL GR GRADE REINFORCING SUB-SECTION MARK 3A 3A STRUCTURAL ENGINEER.WHERE INFORMATION ON THE DRAWINGS IS IN CONFUCT WITH THE SPECIFICATIONS,THE MOST STRINGENT SHALL APPLY.
<br /> AWS AMERICAN WELDING SOCIETY GWB GYPSUM WALL BOARD REM REMAINDER \ DQ NOT SCALE THE DRAWINGS.
<br /> GYP GYPSUM REOD REQUIRED `SUB-SECTION
<br /> B BOTTOM(BEAM AND JOIST RET RETAINING NUMBER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES.AND SEQUENCES OF
<br /> FOOTING MARK PROCEDURES REQUIRED TO PERFORM THE WORK.IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS.SPECIFICATIONS.OR OTHER
<br /> SCHEDULES ONLY) HAS HEADED ANCHOR STUD RO ROUGH OPENING DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK.OR
<br /> (B) BELOW(AT BEAMS OR COLUMNS) HD HOLDOWN O ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME.VERIFY AND COORDINATE OPENINGS IN FLOORS.WALLS AND ROOF WITH
<br /> BD BOARD HEF HORIZONTAL EACH FACE S SOUTH;S SERIES STEEL In ARCHITECTURAL.MECHANICAL,AND ELECTRICAL DRAWINGS.THE ENGINEER HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION
<br /> BITUM BITUMINOUS HF HEM-FIR SHAPE RENEW SERVICES RELATED TO THE CONTRACTORS SAFETY PRECAUTIONS OR TO MEANS.METHODS.TECHNIQUES.SEQUENCES OR PROCEDURES FOR
<br /> THE CONTRACTOR TO PERFORM THEIR WORK.REFER TO ARCHITECTURAL DRAWINGS FOR OTHER WALLS,FINISHES AND DIMENSIONS.
<br /> B BUILDING LINE MGR HANGER SCHEO SCHEDULE STEP IN ELEVATION C 20.06.17 Various revisions to the general Votes
<br /> BLDG BUILDING HORIZ HORIZONTAL SECT SECTION OF SLAB .- B 13.07.16 Added stainless Steel t to
<br /> BLK BLOCK HP HIGH POINT;HP STEEL SHAPE SH R SHEAR PLATE SHOP DRAWINGS FOR: thongs nu
<br /> BLXG BLOCKING HSB HIGH STRENGTH BOLT SHT SHEET REINFORCING STEEL,STRUCTURAL STEEL,AND ALUMINIUM SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER,AND ARCHITECT FOR RENEW OF A 01.09.08 First Issue
<br /> DESIGN INTENT,PRIOR TO FABRICATION OF THESE ITEMS.SUBMITTAL SHALL INCLUDE A MAXIMUM OF ONE REPRODUCIBLE SET AND ONE SET OF
<br /> BM BEAM ASS HOLLOW STRUCTURAL SECTION SHTG SHEATHING CHANGE OF SLOPE IN Pm , COPIES(TO BE RETAINED BY ENGINEER)FOR REVIEW.TWO WEEKS SHALL BE ALLOWED FOR REVIEW. Date Revision
<br /> BOT BOTTOM HT HEIGHT SIM SIMILAR TOP OF SLAB
<br /> BRG BEARING 5K SKETCH allteillOILlatift
<br /> BC NTERNATONAI_BUILDING ALLOWABLE SOIL BEARING PRESSURE: 2000 PSF
<br /> BSMT BASEMENT SLBB SHORT LEGS BACK TO BACK
<br /> CC NSIDE EL CODE COUNCIL SA ARE ASSUMED PER DATA PROVIDEDO R CONTRACTORSTAI MUST SOIL AWARE OF IN FIELD BEFORE STARTING WORK.THE CONTRACTOR
<br /> BTWN BETWEEN F NSIDE DIAMETER SURF SPECIALR MOMENT RESISTING THICKNESS
<br /> OF SLAB J SHALL ALSO READ THE SOILS REPORT BEFORE STARTING WORK AND SHALL BE AWARE OF ALL THE RECOMMENDATIONS LISTED IN THE REPORT.
<br /> FRAME THICKNESS
<br /> C AMERICAN STANDARD CHANNEL F NSIDE FACE 5OG SLAB ON GRADE
<br /> N NCH;INCHES ALL H WN MUST REST ON UNDISTURBED DID ORIGINAL EARTH OR COMPACTED STRUCTURAL FILL AS PER SOIL REPORT RECOMMENDATIONS.FOOTING
<br /> CANT CANTILEVER NC NCORPORATE SP SPIRAL Q SIZES SHOWN ON DETAILS ARE MINIMUM DIMENSIONS.
<br /> COF CONTROL DENSITY FILL NCL NCLUDE SPA SPACE;SPACES;SPACING REVISION MARK
<br /> CDX PLYWOOD GRADE NFO NFORMATION SPEC SPECIFICATION
<br /> CONCRETE SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
<br /> CG CENTER OF GRAVITY NSUL NSULATED;INSULATION SPF SPRUCE PINE-FIR MINIMUM 28-DAY STRENGTH(FA):
<br /> CGS STRAND CENTER OF GRAVITY M NTERIOR SO SQUARE 4`�./✓l///�/✓// E: F
<br /> /.� ALL STRUCTURAL CONCRETc 4,000 psi(WSDOT CUSS 4,000 CONCRETE)
<br /> CIP CAST-IN-PUCE SS STAINLESS STEEL laitICKILEBOIECMCIt
<br /> PRECAST CONCRETE
<br /> CJ CONSTRUCTION JOINT JT JOINT SSL SHORT SLOTTED HOLE MINIMUM CONCRETE TECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS(U.N.O.):
<br /> CJP COMPLETE JOINT PENETRATION JST JOIST ST STRUCTURAL TEE FROM FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE: 3•
<br /> TIE CENTER LINE S SERIES STEEL SHAPE BRICK MASONRY •Y////////////.,� FORMED SURFACES IN DIRECT CONTACT WITH EARTH AND ALL OTHER LOCATIONS: 2•
<br /> CLG CEIUNG K KIP;KIPS(1000 POUNDS) STA STATION
<br /> {7BQd
<br /> CLOG CAULKING KO KILN DRIED STD STANDARD BASEPLATE GROUT SHALL BE NON-SHRINK.NON-METALUC,HIGH-STRENGTH GROUT CONFORMING TO ASTMC-1107.
<br /> CLR CLEAR KSF KIPS PER SQUARE FOOT STIFF STIFFENER CONCRETE MASONRY =hr/Z////)///jr/
<br /> CMP CORRUGATED METAL PIPE KSI KIPS PER SQUARE INCH STIRS STIRRUP UNITS REINFORCING STEEL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH
<br /> CMU CONCRETE MASONRY UNIT STL STEEL ACI 315 AND 318(LATEST EDITION).LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DWALILHU OR 2'-0•MINIMUM.PROVIDE CORNER BARS AT
<br /> CO CONCRETE OPENING L STRUCTURAL STEEL ANGLE STRUCT STRUCTURAL L, ALL WALL INTERSECTIONS.LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0•MIN.PROVIDE(2)/5 MIN.AND.TRIM BARS AROUND ALL OPENINGS
<br /> COL COLUMN LB POUND SUPT SUPPORT CONCRETE - -5 IN CONCRETE WALLS OR SLABS EXTENDING 2'-6•PAST CORNERS,TYPICAL.NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE
<br /> COMP COMPOSITE LF LINEAL FEET SUSP SUSPENDED FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
<br /> CONE CONCRETE LL LIVE LOAD SW SHEAR WALL WELDING OF REINFORCING BARS SHALL CONFORM TO ANSI/AWS D1.4.REINFORCEMENT SHALL NOT BE WELDED UNTIL A CHEMICAL ANALYSIS
<br /> COON CONNECTION LLBB LONG LEG BACK TO BACK SYMM SYMMETRICAL PLYWOOD IN SECTION 9$11.459111483SUFFICIENT TO DETERMINE THE CARBON EQUIVALENT IS PERFORMED.THE CARBON EQUWALENT OF REINFORCING STEEL BARS SHALL BE
<br /> CONSTR CONSTRUCTION LLH LONG LEGS HORIZONTAL T TOP(BEAM AND JOIST CALCULATED FROM THE CHEMICAL COMPOSITION AS SHOWN IN THE MILL TEST REPORT. IF MILL TEST REPORTS ARE NOT AVAILABLE.A CHEMICAL
<br /> CONT CONTINUOUS LLV LONG LEGS VERTICAL SCHEDULES ONLY); ANALYSIS SHALL BE MADE OF BARS REPRESENTATIVE OF THE BARS TO BE WELDED.THE CARBON EQUIVALENT(C.E)SHALL NOT EXCEED.55.
<br /> CONTR CONTRACTOR LONGIT LONGITUDINAL TENDON(POST TENSIONING ^,. ii_� REINFORCEMENTS MEETING ASTM A706 DEEMED TO MEET THE WELDABILITY REQUIREMENTS MAY BE USED IN LIEU OF TESTING.SPECIAL INSPECTION
<br /> CORK CORRUGATED PLAN ONLY) W000 SHEAR WALL ��-."�� IS REQUIRED FOR ALL FIELD WELDING.
<br /> LRFD LOAD RESISTANCE FACTOR
<br /> CP COMPLETE PENETRATION DESIGN TAB TOP AND BOTTOM AT TIME OF CONCRETE PLACEMENT,REINFORCING SHALL BE FREE OF ANY MUD,OIL,GREASE,ETC.THAT MAY DECREASE BOND.
<br /> CTJ CONTROL JOINT; TIC TOP OF CURB eas^nsra ��
<br /> LSH LONG SLOTTED HOLES •
<br /> CONTRACTION JOINT TAG TONGUE AND GROOVE PARTY WALL ,��X',V� { TUBE COLUMNS SHALL CONFORM TO ASTM A500 GRADE 13 F=46,000 psi.PIPE COLUMNS SHALL CONFORM TO ASTM A53 GRADE B F=
<br /> .. CTR CENTER LSL LAMINATED STRAND LUMBER TEMP TEMPERATURE;TEMPORARY (Y ) (y 35.000
<br /> LT LIGHT , �� psi).ALL•W AND•M SHAPES SHALL BE ASTM A992,(Fy=50,000 psi).ALUMINIUM COLUMN AND BEAM SHALL BE 6061-T6(Ru=38 KSI,Fly
<br /> CTSK COUNTERSUNK LT WT LIGHT WEIGHT THD THREADED =35 KSI).ALL OTHER STEEL SHALL CONFORM TO ASTM A36.ALL STAINLESS STEEL TO BE 316E(Fy=30.000 psi).ALL BOLTS TO BE ASTM
<br /> CU CUBIC LVL LEVEL;LAMINATED VENEER THK THICK PLYWOOD DIAPHRAGM, •r -�r PDURINGA325 NCONCRETE,'WET STICKING"OF ANCHOR BOLTS IS NOTCHOR ALLOWEDLTS MUST BE ACCURATELY PLACED IN THEIR FINAL LOCATION PRIOR TO
<br /> LUMBER THOU THROUGH SEE SCHEDULE FOR `L,
<br /> d PENNY(NAIL SIZING) TJI TRUSS JOIST NAILING REQUIREMENTS "`��TTT APPLY ONE COAT OF APPROVED SHOP PAINT TO ALL STEEL NOT EMBEDDED IN CONCRETE,FABRICATION AND ERECTION SHALL BE IN ACCORDANCE
<br /> DBA DEFORMED BAR ANCHOR M MISCELLANEOUS STEEL SHAPE TOC TOP OF CONCRETE `., WITH THE LATEST EPTON OF THE RISC(ASD)SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
<br /> DAL DOUBLE MAS MASONRY TOS TOP OF STEEL;TOP OF SLAB -`` BUILDINGS.
<br /> DEMO DEMOLISH;DEMOUTION MATL MATERIAL TOW TOP OF WALL ALL WELDING SHALL MEET AWS/WABO CODES FOR ARC WELDING IN BUILDING CONSTRUCTION.ALL WELDS SHALL BE 3/16•MINIMUM OR PER
<br /> DEPT DEPARTMENT MAX MAXIMUM TRANSV TRANSVERSE SECTION J.2b OF AISC(WHICHEVER IS LARGER),U.N.O.WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE
<br /> SET DETAIL MB MACHINE BOLT TS STRUCTURAL STEEL TUBING WOOD SHEAR WALL MARK 1=1SPECIFICATION(WPS)AS REQUIRED IN AWS 01.1 AND APPROVED BY THE STRUCTURAL ENGINEER BEFORE WORK BEGINS.THE WPS VARIABLES
<br /> OF DOUGLAS FIR-LARCH MC MISCELLANEOUS CHANNEL T P TYPICAL SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER.WELDING ELECTRODES SHALL BE E7OTG-K2 OR E70T6
<br /> DIA DIAMETER STEEL
<br /> A MINIMUM SPECIFIED CVN OF 20 ft-Ibs AT 20 DEGREES FAHRENHER AND 40 H-Ibs AT 70 DEGREES FAHRENHEIT ONLY FOR ALL SHOP
<br /> DIAL DIAGONAL STEEL SHAPE UL UNDERWRITERS LABORATORY WOOD BEARING WALL MARK BW4 WELDS AND FIELD WELDS OF LATERAL RESISTING ELEMENTS.E70 ELECTRODES MAY BE USED FOR FIELD WELDS OF OTHER COMPONENTS NOT
<br /> MECH MECHANICAL ASSOCIATED WITH THE LATERAL RESISTING Sib ILM.REMOVE BOTTOM FLANGE WELD TAB AT MOMENT FRAME CONNECTIONS AND REINFORCE WITH
<br /> DIAPH DIAPHRAGM MEMB MEMBRANE UON UNLESS OTHERWISE NOTED O 5/16•FILLET WELD IN CONFORMANCE WITH FEMA-353 RECOMMENDATIONS.WELD ACCESS HOLE DETAILING AT MOMENT FRAME CONNECTIONS
<br /> DIES DRILLED-IN EXPANSION BOLT URM UNREINFORCED MASONRY SHALL CONFORM WITH FEMA-350 AND fEMA-353 RECOMMENDATIONS.ALL WELDING OF STAINLESS STEEL SHALL USE E309 ELECTRODES WITH A Qty.
<br /> MEZZ MEZZANINE HOLDOWN MARK 4 GMAC PROCESS.ALL WELDING SHALL BE PERFORMED BY WELDERS WITH AWS/WABO CERTIFICATION WITH THE MATERIAL AND METHOD REQUIRED.
<br /> DIM DIMENSION MF MOMENT FRAME USD ULTIMATE STRESS DESIGN
<br /> DL DEAD LOAD MFR MANUFACTURER UT ULTRASONIC TEST EMELIQKIS X
<br /> DN DOWN MFRG MANUFACTURING MOMENT CONNECTION 0 4 ALL EPDXY EMBEDDED ITEMS CALLED OUT ON PLAN SHALL BE HILTI HY-200 OR APPROVED EQUAL U.N.O.ALL EMBEDDED RENS SHALL BE
<br /> do DITTO MIN MINIMUM VEF VERTICAL EACH FACE INSTALLED PER THE EPDXY MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT/ER-5193. Material
<br /> DP DEEP MISC MISCELLANEOUS VEST VERTICAL POST-TENSIONED TENDON �$ y
<br /> DWG DRAWING ML MICRO LAM VIF VERTICAL INSIDE FACE I
<br /> JACKING END DEAD END ALL EXPANSION BOLTS CALLED OUT ON PLAN SHALL BE HILTI KWIK BOLT-II CONCRETE ANCHORS OR APPROVED EQUAL U.N.O.ALL ANCHORS ^
<br /> OWL DOWEL MT STRUCTURAL TEE FROM VOF VERTICAL OUTSIDE FACE (IF SHOWN) (IF SHOWN) SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT/ER-4627. ALL HOLES MUST BE COMPLETELY CLEANED
<br /> M SERIES STEEL SHAPE W WEST;W SERIES STEEL SHAPE OUT BEFORE INSTALLING ANCHORS. Finish
<br /> E EAST MTD MOUNTED W WITH �(
<br /> YID WIDE;W000 SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF IBC CHAPTER 17. '`
<br /> AISISOOta
<br /> (E) EXISTING MTL METAL
<br /> EA EACH WH WEEP HOLE
<br /> EB EXPANSION BOLT W/O WITHOUT INSPECTION NOTES: Works Order No.
<br /> N NORTH --THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL
<br /> EF EACH FACE NF NEAR FACE WP WATERPROOF;WORK POINT BUILDING CODE.SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR.SPECIALLY INSPECTED WORK WHICH IS
<br /> EL ELEVATION(HEIGHT) MC NOT IN CONTRACT WPJ WEAKENED PLANE JOINT INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. Ili
<br /> X
<br /> ELEC ELECTRICAL No NUMBER WSD WORKING STRESS DESIGN --CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK WHERE REQUIRED BY THE BUILDING COPE/LOCAL Q
<br /> ELEV ELEVATION(VIEW);ELEVATOR WT WEIGHT;STRUCTURAL TEE FROM JURISDICTION/MANUFACTURER'S REQUIREMENTS UNLESS OTHERWISE SPECIFIED. Project
<br /> NOM NOMINAL --THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO Z
<br /> ENCL ENCLOSURE W SERIES STEEL SHAPEBRT Shelters
<br /> NS NEAR SIDE THEISTHE SATISFACTION PO THE BUILDING OFFICIAL. J
<br /> ENGR ENGINEER TUTS NOT TO SCALE WWF WELDED WIRE FABRIC B-IT IS F RESPONSIBILITY ANYOFTHE
<br /> WORK THAT REQUIRES SPECIAL INSPECTION.ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION IS
<br /> EQJ EARTHQUAKE JOINT OA OVERALL X-SECT CROSS SECTION SUBJECT TO REMOVAL. LL) Client
<br /> EQUIP EQUIPMENT X-STRONG EXTRA STRONGZ
<br /> OD ON CENTER SPECIAL INSPECTORS SHALL w CommunityTransit
<br /> ES EACH SIDE OD OUTSIDE DIAMETER --BE UNDERV THE SUPERVISIONSSIGNOF A WASHINGTON ORM N REGISTERED OVE ENGINEER.
<br /> EW EACH WAY OF OUTSIDE FACE YARD --FURN THE WORK ORTS FOR BUILDING
<br /> D WITH APPROVED DRAWINGS AND SPECIFICATIONS.
<br /> SHALL
<br /> 0
<br /> --FURNISHTION INSPECTION REPORTS TO THE CORN;TEN,IF
<br /> ONT AND E TO. ECBUS SHALL N BROUGHT NT TO R. IMMEDIATE
<br /> EXIST EXISTING Title
<br /> OPPC OPENING --SUBMIT
<br /> OF THE CONTRACTORER FOR CORRECTION;THEN,IF NOT CMLCORRECTED, IN THE BUILDINGDEPARTMENT IN CONFORMANCE
<br /> E%J EXPANSION JOINT & AND
<br /> OPT OPPOSITEN; --SUBMIT A WEAL.REPORT,SIGNED BY A WD THE
<br /> P I REGISTEREDLE CML HIP ENGINEER.STATING THE WORK WAS IN CONFORMANCE WITH THE
<br /> EXP EXPANSION OPT OPTION;OPTIONAL 0 AT APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC. General Notes
<br /> EXT EXTERIOR OVHD OVERHEAD I DIAMETER;ROUND
<br /> FIAT BAR OVS OVERSIZED FOO• NCH;INCHES T:FEET L ALL FIXINGS,HERSERTS,STUDS.SCREWS.NUTS AND FIXING HARDWARE TO BE STAINLESS STEEL
<br /> FD FLOOR DRAIN P/C PRECAST / NUMBER;POUND
<br /> FON FOUNDATION _I- PERPENDICULAR
<br /> O Scale Date
<br /> FNMA FEDERAL EMERGENCY PCF POUNDS PER CUBIC FOOT
<br /> PERP PERPENDICULAR CO
<br /> 1:20 X
<br /> MANAGEMENT AGENCY / - -
<br /> Drawn Checked
<br /> I KNB X
<br /> Drawing no. Rev
<br /> TEL A264 00 002 O
<br /> x ANSI BJ
<br />
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