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STRUCTURAL NOTES
<br />C K=A
<br />(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
<br />CODE
<br />ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
<br />SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 201S EDITION. SPECIFICATIONS AND STANDARDS
<br />WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
<br />DESIGN LOADS
<br />DEAD LOADS:
<br />ROOF
<br />12 PSF
<br />FLOOR
<br />12 PSF
<br />DECK
<br />8 PSF
<br />LIVE LOADS:
<br />ROOF (SNOW LOAD)
<br />25 PSF
<br />DECK
<br />60 PSF
<br />(LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER IBC SECTION 1607.10).
<br />EARTHQUAKE LOADS:
<br />EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-10 SECTION 12.8.
<br />SITE CLASS (ASSUMED)
<br />D
<br />SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS)
<br />1.343
<br />ONE SECOND SPECTRAL RESPONSE ACCEL (Si)
<br />0.510
<br />SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (Sps)
<br />0.895
<br />ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI)
<br />0.510
<br />RISK CATEGORY
<br />II
<br />SEISMIC IMPORTANCE FACTOR (IE)
<br />1.0
<br />SEISMIC DESIGN CATEGORY
<br />D
<br />BASIC SEISMIC FORCE -RESISTING -SYSTEM
<br />CANTILEVER TIMBER COLUMNS
<br />RESPONSE MODIFICATION FACTOR, (R)
<br />1.5
<br />REDUNDANCY FACTOR (p)
<br />1.0
<br />SEISMIC RESPONSE COEFFICIENT (Cs)
<br />0.597
<br />W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-10 SECTION 12.7.2
<br />BASE SHEAR (V), V=CSW= W
<br />WIND LOADS:
<br />BASIC WIND SPEED (3 SECOND GUST) 110 MPH
<br />EXPOSURE B
<br />Kn 1.00
<br />SEE PLANS FOR ADDITIONAL DESIGN LOADS.
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED.
<br />SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN
<br />ALLOWABLE SOIL PRESSURE: 1500 PSF (ASSUMED)
<br />LATERAL EARTH PRESSURE:
<br />UNRESTRAINED: 35 PCF+ ANY APPLICABLE SURCHARGE
<br />RESTRAINED: 50 PCF + ANY APPLICABLE SURCHARGE
<br />PASSIVE: 300 PCF
<br />COEFFICIENT OF FRICTION: 0.35
<br />FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND
<br />AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS
<br />REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE
<br />CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW
<br />COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE.
<br />IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR
<br />MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE
<br />THAN 10% FINES (PASSING THE #200 SIEVE).
<br />FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE
<br />THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
<br />TEST METHOD D1557-00.
<br />BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
<br />DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER
<br />ARCHITECTURAL SPECIFICATIONS.
<br />CONCRETE
<br />ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH SECTION
<br />CHAPTER 5 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE
<br />FOR BUILDINGS (ACI 301).
<br />ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS
<br />PER CUBIC FOOT.
<br />CONCRETE STRENGTHS AT 28 DAYS (f'c) AND MIX CRITERIASHALL BE AS FOLLOWS:
<br />MAXIMUM
<br />MIN CEMENT
<br />TYPE OF CONSTRUCTION
<br />Pc
<br />WATER/CEMENT
<br />CONTENT PER NBA[
<br />MAXIMUM
<br />SHRINKAGE STRAIN
<br />RATIO
<br />YARD
<br />FOOTINGS •
<br />3000 PSI
<br />0.55
<br />51/2 SACK
<br />N/A
<br />THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS
<br />SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING
<br />ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE
<br />AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND
<br />SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 5 OF ACI 318.
<br />ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE
<br />WITH ACI 318 TABLE 4.2.1 FOR MODERATE EXPOSURE CONDITION.
<br />" PROVIDE 3000 PSI FOR DURABILITY REQUIREMENTS. 2,500 PSI F'c CONCRETE MEETS STRENGTH REQUIREMENTS
<br />FOR DESIGNED FOOTINGS, THEREFORE SPECIAL INSPECTION IS NOT REQUIRED.
<br />UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED
<br />BELOW:
<br />fc = 30DO PSI
<br />DEVELOPMENT LENGTH
<br />LAP SPLICE
<br />BAR
<br />TENSION
<br />COMPRESSION
<br />TENSION
<br />COMPRESSION
<br />SIZE
<br />TOP BARS
<br />BARS
<br />ALL BARS
<br />TOP BARS
<br />B�
<br />ALL BARS
<br />#3
<br />22
<br />17
<br />9
<br />28
<br />22
<br />12
<br />#4
<br />29
<br />22
<br />11
<br />37
<br />29
<br />15
<br />#5
<br />36
<br />28
<br />14
<br />47
<br />36
<br />19
<br />#6
<br />43
<br />3-117
<br />56
<br />43
<br />23
<br />#7
<br />63
<br />48
<br />20
<br />81
<br />63
<br />27
<br />#8
<br />72
<br />1 55
<br />1 22
<br />93
<br />1 72
<br />1 30
<br />NOTE:
<br />1. ALL LENGTHS ARE IN INCHES.
<br />2. ALL LAP SPLICES ARE CLASS B.
<br />3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF
<br />CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
<br />CONCRETE COVER ON REINFORCING
<br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:
<br />3"
<br />CONCRETE EXPOSED TO EARTH AND WEATHER:
<br />#6 BARS AND LARGER
<br />2"
<br />#5 BARS AND SMALLER
<br />11/2"
<br />CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
<br />SLABS, WALLS AND JOISTS
<br />3/4"
<br />COLUMN TIES OR SPIRALS AND BEAM STIRRUPS
<br />11/2"
<br />CONCRETE GENERAL NOTES
<br />VERTICAL BARS SHALL START FROM TOP OF FOOTING. HORIZONTAL BARS SHALL START A DISTANCE OF 1/2 THE
<br />NORMAL BAR SPACING FROM TOP OF FOOTING AND TOP OF FRAMED SLABS. IN ADDITION, THERE SHALL BE A
<br />HORIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAMED SLABS.
<br />PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING WITH TENSION LAP SPLICE AT EACH SIDE PER
<br />TABLE, OR BEND ONE SIDE OVER TO PROVIDE TENSION LAP.
<br />SEE ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF
<br />OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICATED OTHERWISE, REINFORCE AROUND
<br />OPENINGS GREATER THAN 12" IN EITHER DIRECTION WITH (2) #5 EACH SIDE AND (1) #S x 4'-0" DIAGONAL AT EACH
<br />CORNER. EXTEND BARS 2'-0" BEYOND EDGE OF OPENING. IF T-O" IS UNAVAILABLE, EXTEND AS FAR AS POSSIBLE
<br />AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS.
<br />BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR
<br />APPROVED BY THE STRUCTURAL ENGINEER.
<br />SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE AND
<br />OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. PROVIDE 3/4" CHAMFER AT ALL CORNERS EXCEPT AS
<br />NOTED.
<br />LUMBER
<br />ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH W WPA
<br />GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
<br />SIZE CLASSIFICATION
<br />SPECIES
<br />GRADE
<br />Fb (PSI)
<br />Fc (PSI)
<br />SLEEPERS
<br />DOUG-FIR
<br />STUD
<br />700
<br />-
<br />LIGHT FRAMING (STUDS)
<br />HEM -FIR
<br />STUD
<br />675
<br />B00
<br />2x JOISTS AND PLANKS
<br />HEM -FIR
<br />#2
<br />850
<br />-
<br />PLATESANDBLOCKING
<br />HEM -FIR
<br />#2
<br />850
<br />-
<br />6xANDLARGERBEAMSAND
<br />STRINGERS
<br />DOUG-FIR
<br />#2
<br />875
<br />-
<br />41 AND SMALLER BEAMS AND
<br />STRINGERS
<br />HEM -FIR
<br />#2
<br />850
<br />-
<br />ALL POSTSANDTIMBERS
<br />DOUG-FIR
<br />#1
<br />1200
<br />1000
<br />REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS.
<br />UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN
<br />CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY
<br />VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD Ul.
<br />NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD
<br />ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NOS) FOR
<br />WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.9.1 NAILING
<br />SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL
<br />NAIL
<br />SHANK 0
<br />MIN LENGTH
<br />8d OOMMON
<br />0.1310
<br />2 1/2" SHANK
<br />10d COMMON
<br />0.1480
<br />3" SHANK
<br />12d COMMON
<br />0.1480
<br />3 1/4" SHANK
<br />16d COMMON
<br />0.1620
<br />3 1/2" SHANK
<br />101 BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAILSPACING. FRAMING
<br />MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 31/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED
<br />WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS
<br />ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION.
<br />ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS
<br />OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE
<br />SHANK AND THREADED PORTIONS PER NDS 11.1.3.
<br />CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG
<br />TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
<br />WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED
<br />BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS,
<br />SCREWS, OR BOLTS IN EACH MEMBER.
<br />INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE
<br />(MINIMUM) AS MEMBERS CONNECTED.
<br />GALVANIZATION
<br />UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED
<br />ACCORDING TO THE FOLLOWING TABLE:
<br />GALVANIZATION
<br />UNTREATED
<br />WOOD
<br />CCA-C
<br />SBX
<br />ACQ-C
<br />ACQ-D
<br />CBA-A
<br />CA-B
<br />OTHER
<br />BORATE
<br />ACZA
<br />OTHER PT
<br />WOOD
<br />G90
<br />X
<br />x
<br />X
<br />G185
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />HOG
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />STT300
<br />x
<br />x
<br />X
<br />X
<br />X
<br />X
<br />X
<br />X
<br />G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA
<br />G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA
<br />HOG = HOT DIP GALVANIZED
<br />SST300 = TYPE 316L STAINLESS STEEL
<br />RATED SHEATHING
<br />RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSS SHEATHING WITH EXTERIOR GLUE
<br />IN CONFORMANCE WITH IBC STANDARD 2303.1.4.
<br />EXISTING BUILDING
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
<br />DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br />REDESIGN.
<br />CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
<br />PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
<br />GENERAL
<br />STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND
<br />MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
<br />CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
<br />CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
<br />OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOTSHOWN ON THESE DRAWINGS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
<br />PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
<br />CONTRACTORANITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
<br />ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
<br />ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br />DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br />SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER.
<br />LEGEND
<br />DEFINITION
<br />SYMBOL DEFINITION
<br />SYMBOL
<br />DIRECTION OF
<br />NATIVE SOIL
<br />FRAMING
<br />P,
<br />EXTENT OF
<br />GRANULAR FILL
<br />FRAMING
<br />COLUMNS
<br />STRUCTURAL STEEL
<br />COLUMN BEARING
<br />RATED SHEATHING
<br />ON BEAM
<br />BEAM CONTINUOUS
<br />SHEAR WALL
<br />SWX
<br />OVER SUPPORT
<br />(SEE SCHEDULE)
<br />COLUMN MARK
<br />G
<br />CONCRETE WALL
<br />(SEE SCHEDULE)
<br />/
<br />BEARING STUD
<br />FOOTING MARK
<br />WALL
<br />(SEE SCHEDULE)
<br />O
<br />NON -BEARING
<br />HOLDOWN MARK
<br />STUD WALL
<br />(SEE SCHEDULE)
<br />BEARING STUD
<br />{
<br />HANGER MARK
<br />SHEAR WALL
<br />(SEE SCHEDULE)
<br />OK
<br />NON -BEARING(
<br />FLAG NOTE
<br />STUD SHEAR WALL
<br />(SEE PLAN NOTES)
<br />CMU WALL
<br />STEEL MOMENT
<br />FRAME CON..
<br />ABBREVIATIONS
<br />(A)
<br />ABOVE
<br />GLB
<br />GLUE -LAMINATED BEAM
<br />AB
<br />ANCHOR BOLT
<br />HORIZ
<br />HORIZONTAL
<br />ALT
<br />ALTERNATE
<br />KP
<br />KING POST
<br />ARCH
<br />ARCHITECT
<br />KSI
<br />KIPS PER SQUARE INCH
<br />(B)
<br />BELOW
<br />L
<br />ANGLE
<br />BD
<br />BAR DIAMETER
<br />MECH
<br />MECHANICAL
<br />BLKG
<br />BLOCKING
<br />MF
<br />MOMENTFRAME
<br />BM
<br />BEAM
<br />MTL
<br />METAL
<br />BOT
<br />BOTTOM
<br />NS
<br />NEAR SIDE
<br />BRNG
<br />BEARING
<br />OC
<br />ON CENTER
<br />BTWN
<br />BETWEEN
<br />OPP
<br />OPPOSITE
<br />UP
<br />COMPLETE JOINT PENETRATION
<br />PL
<br />PLATE
<br />CUR
<br />CLEAR
<br />PLCS
<br />PLACES
<br />CIVIL)
<br />CONCRETE MASONRY UNIT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />COL
<br />COLUMN
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />CONC
<br />CONCRETE
<br />P/T
<br />POST TENSIONED
<br />CONN
<br />CONNECTION
<br />PT
<br />PRESSURE TREATED
<br />CONT
<br />CONTINUOUS
<br />REINF
<br />REINFORCING
<br />COORD
<br />COORDINATE
<br />REQ'D
<br />REQUIRED
<br />DBL
<br />DOUBLE
<br />SCHED
<br />SCHEDULE
<br />DET
<br />DETAIL
<br />SIM
<br />SIMILAR
<br />CIA
<br />DIAMETER
<br />SOG
<br />SLAB ON GRADE
<br />DIM
<br />DIMENSION
<br />STD
<br />STANDARD
<br />DIR
<br />DIRECTION
<br />STIFF
<br />STIFFENER
<br />EA
<br />EACH
<br />STL
<br />STEEL
<br />ELEV
<br />ELEVATION
<br />SYMM
<br />SYMMETRICAL
<br />ES
<br />EACH SIDE
<br />SW
<br />SHEARWALL
<br />EX
<br />EXISTING
<br />TOC
<br />TOP OF CONCRETE
<br />EXP
<br />EXPANSION
<br />TOS
<br />TOP OF STEEL
<br />FLR
<br />FLOOR
<br />TOW
<br />TOP OF WALL
<br />FON
<br />FOUNDATION
<br />TYP
<br />TYPICAL
<br />FTG
<br />FOOTING
<br />LINO
<br />UNLESS NOTED OTHERWISE
<br />FS
<br />FAR SIDE
<br />VERT
<br />VERTICAL
<br />GC
<br />GENERAL CONTRACTOR
<br />WF
<br />WIDE FLANGE
<br />ENGINEERING
<br />250 4TH AVE. S., SUITE 200
<br />EDMONDS, WASHINGTON 98020
<br />PHONE (425) 778-8500
<br />FAX (425) 778-5536
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<br />01 / 08/ 2020
<br />DESIGN: CGP
<br />DRAWN:
<br />JCP
<br />CHECK:
<br />JGG
<br />JOB NO:
<br />19128.10
<br />DATE:
<br />04/23/19
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