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F
<br />E
<br />D
<br />C
<br />S
<br />A
<br />z
<br />DESIGN CODES AND LOADING:
<br />INTERNATIONAL BUILDING CODE (2018 EDITION)
<br />LIVE LOADS:
<br />*20 PSF - ROOF
<br />* INDICATES LIVE LOAD REDUCTION USED IN DESIGN PER IBC 1607
<br />REFER TO IBC TABLE 1607.1 FOR RELEVANT CONCENTRATED LIVE LOADS
<br />SNOW LOADS:
<br />25 P5F = P - GROUND SNOW LOAD
<br />AT BUILDIN3 ROOF:
<br />25 PSF = P - FLAT ROOF SNOW LOAD
<br />1.00 = Ce - fXXPOSURE FACTOR
<br />1.00 = Ct - THERMAL FACTOR
<br />1.00 = Is - SNOW IMPORTANCE FACTOR
<br />1.00 = CS - SLOPE FACTOR
<br />WIND DE51GN:
<br />q8 MPH = V - BASIC DESIGN WIND SPEED
<br />76 MPH = Vggp= V * 4(0.6), ALLOWABLE STRESS DE51GN WIND SPEED
<br />II = RISK CATEGORY
<br />B = EXPOSURE CATEGORY
<br />1.00 = Kt- TOPOGRAPHIC FACTOR
<br />± 0.16 = GC .- INTERNAL PRESSURE COEFFICIENT
<br />pi
<br />SEISMIC DESIGN:
<br />1.384 = 55 - MAPPED SPECTRAL RESPONSE COEFFICIENT (SHORT PERIOD)
<br />0.492 = 51 - MAPPED SPECTRAL RESPONSE COEFFICIENT (1-5ECOND PERIOD)
<br />1.107 = SDS DESIGN SPECTRAL RESPONSE COEFFICIENT (SHORT PERIOD)
<br />NULL = 5 - MAPPED SPECTRAL RESPONSE COEFFICIENT (I -SECOND PERIOD)
<br />D (DEFAULT) = SEISMIC SOIL SITE CLA55
<br />D = SEISMIC DE51GN CATEGORY
<br />II = RISK CATEGORY
<br />1.0 = le - SEISMIC IMPORTANCE FACTOR
<br />BEARING WALL SYSTEM: LIGHT FRAMED WOOD SHEAR WALLS = VERTICAL SEISMIC FORCE RESISTING SYSTEM
<br />WOOD DIAPHRAGM FOR ROOFS t FLOORS = HORIZONTAL SEI5MIC FORCE RE515TING SYSTEM
<br />2.0 = R, RESPONSE MODIFICATION COEFFICIENT
<br />0.55 = C51 SEISMIC RESPONSE COEFFICIENT
<br />3 4 5 6
<br />SOILS AND FOUNDATIONS (PRESUMPTIVE):
<br />ALL 501L CRITERIA MUST BE VERIFIED IN THE FIELD TO BE CLASS OF MATERIAL 4$4 (EXCLUDING UNIFIED SOIL CLASSIFICATIONS SM-50 B SC)
<br />OR BETTER PER IBC TABLE 1606.2.
<br />GENERAL:
<br />THE INTERNATIONAL BUILDING CODE (IBC) AND STANDARDS SHALL GOVERN ALL MATERIALS AND WORKMANSHIP.
<br />ALL TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL FINISHED CONDITION
<br />OF THE STRUCTURE.
<br />THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION BUT TO INDICATE THE GENERAL CONSTRUCTION. WHERE
<br />CONDITIONS ARE NOT SPECIFICALLY DETAILED, 51MILAR CONDITIONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT
<br />AND ENGINEER.
<br />THE CONTRACTOR 15 RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO
<br />SAFELY PERFORM THE WORK. AUE HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE CONTRACTORS' SAFETY
<br />PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT.
<br />IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE
<br />OWNER AND STRUCTURAL ENGINEER OF RECORD IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK OR ACCEPT
<br />FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS, AND ROOF WITH
<br />ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.
<br />THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL
<br />DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS.
<br />WHERE ©ENGINEER APPROVED ALTERNATE" IS SPECIFIED HEREIN, AN ALTERNATE PRODUCT OF EQUAL OR GREATER STRENGTH AND SIMILAR IN
<br />NATURE, DURABILITY, AND FORM MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DOCUMENTATION TO THE STRUCTURAL ENGINEER OF RECORD
<br />(EOR) FOR REVIEW. NO ALTERNATE PRODUCTS MAY BE USED PRIOR TO THE APPROVAL OF THE EOR. ALTERNATE PRODUCTS THAT ARE
<br />SUBMITTED WITHOUT ADEQUATE DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DE51GH INTENT OF THE ORIGINALLY SPECIFIED
<br />PRODUCT WILL BE REJECTED.
<br />DRAWINGS ARE NOT TO BE SCALED.
<br />SHOP DRAWINGS:
<br />ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT AND STRUCTURAL
<br />ENGINEER OF RECORD. SHOP DRAWINGS REVIEWED BY THE GENERAL CONTRACTOR SHALL INCLUDE A REVIEW STAMP FROM THE GENERAL
<br />CONTRACTOR INDICATING THEIR REVIEW HA5 BEEN COMPLETED,
<br />THE STRUCTURAL ENGINEER OF RECORD'S SHOP DRAWING REVIEW 15 ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND
<br />DOES NOT INDICATE THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. THI5 15 THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
<br />ANY CHANGES OR DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS CONTAINED WITHIN THE SHOP DRAWINGS SHALL BE CLOUDED AND NOTED
<br />AS SUCH, THE STRUCTURAL ENGINEER OF RECORD'S SHOP DRAWING APPROVAL SHALL NOT BE CONSIDERED AN APPROVAL OF ANY DESIGN
<br />DEVIATIONS UNLESS SPECIFICALLY NOTED AS SUCH, SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONSTRUCTION DOCUMENTS.
<br />THE SHOP DRAWINGS SHALL BE SUBMITTED t REVIEWED BY THE ARCHITECT t STRUCTURAL ENGINEER OF RECORD BEFORE PROCEEDING WITH
<br />FABRICATION. THE GENERAL CONTRACTOR SHALL ALLOW 10 WORKING DAYS MINIMUM FOR THE STRUCTURAL ENGINEER OF RECORD TO COMPLETE
<br />THEIR REVIEW. THE STRUCTURAL ENGINEER OF RECORD WILL REVIEW ONE SUBMITTAL FOR EACH LISTED SHOP DRAWING. SHOP DRAWINGS THAT
<br />REQUIRE MULTIPLE REVIEWS BY THE STRUCTURAL ENGINEER OF RECORD DUE TO ERRORS t INCOMPLETENESS WILL BE AT THE EXPENSE OF THE
<br />GENERAL CONTRACTOR.
<br />LIST OF REQUIRED SHOP DRAWINGS:
<br />CONCRETE MIX DESIGN(5)
<br />REINFORCING STEEL FOR CONCRETE $ MASONRY CONSTRUCTION
<br />STRUCTURAL STEEL
<br />GLUE LAMINATED MEMBERS
<br />DESIGN SOIL VALUES:
<br />1500 PSF = ALLOWABLE VERTICAL 501L BEARING PRESSURE (PRESUMPTIVE, IBC 1806.2)
<br />0.25 = ALLOWABLE 501L FRICTION COEFFICIENT (PRESUMPTIVE, IBC 1806.2)
<br />150 P5F/FT = PASSIVE EARTH PRESSURE (IBC 1806.2)
<br />45 P5F/FT = ACTIVE EARTH PRESSURE (UNRESTRAINED) (IBC 1610.1)
<br />60 PSF/FT = AT -REST EARTH PRESSURE (RESTRAINED) (IBC 1610.1)
<br />120 PCF = ASSUMED SOIL DENSITY
<br />ALL FOOTING DIMENSIONS ARE MINIMUMS.
<br />ALL FOUNDATIONS SHALL REST ON EITHER COMPACTED STRUCTURAL FILL OR COMPETENT NATIVE SOIL
<br />ALL EXTERIOR FOUNDATIONS SHALL BEAR NOT LESS THAN THE MINIMUM SPECIFIED DISTANCE BELOW ADJACENT GRADE AS NOTED WITHIN THE
<br />STRUCTURAL PLANS.
<br />ALL SLABS ON GRADE SHALL BE PLACED ON A PREPARED BASE COURSE. THE BASE COURSE SHALL CONSIST OF COMPACTED CRUSHED
<br />AGGREGATE. REFER TO THE PLANS AND DETAILS FOR OTHER REQUIREMENTS. REFER TO THE ARCHITECT FOR VAPOR BARRIER AND UNDER -SLAB
<br />DRAINAGE REQUIREMENTS.
<br />SUBGRADE WALLS ARE DESIGNED ASSUMING A "DRAINED" CONDITION, SEE CIVIL AND MECHANICAL DRAWINGS FOR SUBGRADE DRAINAGE SYSTEM.
<br />SUBGRADE WALLS SHALL ATTAIN THEIR DE51GN STRENGTH PRIOR TO PLACING BACKFILL. THE CONTRACTOR SHALL PROVIDE TEMPORARY
<br />BRACES FOR WALLS IF BACKFILL 15 PLACED BEFORE WALLS AND SLABS ACHIEVE THEIR DESIGN STRENGTH OR IF WALL RELIES ON UPPER SLAB
<br />FOR SUPPORT.
<br />REINFORCED CONCRETE:
<br />REFERENCE STANDARDS:
<br />• ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
<br />• ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'
<br />• ACI 117-10 "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS"
<br />• ACI 306R-16 "GUIDE TO COLD WEATHER CONCRETING"
<br />• ACI 305R-16 © GUIDE TO HOT WEATHER CONCRETING'
<br />CONCRETE MIX SPECIFICATIONS:
<br />FOOTINGS AND FOUNDATION WALLS:
<br />- MIN. 28 DAY STRENGTH: 4,500 psi
<br />MAX AGGREGATE SIZE: 3/4" DIA.
<br />EXPOSURE CLA55: F2 / 50 / WO / Cl
<br />- MAX WATER / CEMENT RATIO: 0.45
<br />- AIR CONTENT (+/-1.5%): 6%
<br />- MAXIMUM DE51GN SLUMP: 3" (OR B" W/ ADMIXTURES)
<br />- % MAX SHRINKAGE AT 28 DAYS: 0.05
<br />NORMAL WEIGHT CONCRETE
<br />MATERIALS
<br />PORTLAND CEMENT: ASTM C150 TYPE 1/11 OR A5TM C595 TYPE IL
<br />FLY ASH OR POZZOLANS: ASTM C616 CLA55 C
<br />- MIXING WATER: A5TM C1602
<br />• AGGREGATES
<br />NORMAL WEIGHT AGGREGATE SHALL CONFORM TO ASTM C33
<br />- LIGHT WEIGHT AGGREGATE SHALL CONFORM TO A5TM C330
<br />ADMIXTURES
<br />AIR ENTRAINMENT ADMIXTURES: ASTM C260
<br />• WATER REDUCING AND SETTING TIME MODIFICATION ADMIXTURES: A5TM C4g4
<br />PRODUCING FLOWABLE CONCRETE ADMIXTURES: ASTM C1017
<br />- OTHER ADMIXTURES NOT SPECIFIED MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW.
<br />GENERAL ABBREVIATIONS
<br />7 8 9
<br />MIX SPECIFICATION REQUIREMENTS:
<br />WHERE AIR CONTENT 15 SPECIFIED IN THE ABOVE CONCRETE MIX SPECIFICATIONS FOR A STRUCTURAL ELEMENT, PROVIDE AIR ENTRAINING
<br />ADMIXTURE TO ACHIEVE THE AIR CONTENT PERCENTAGE SPECIFIED, THE TOTAL AIR CONTENT SPECIFIED 15 TO INCLUDE AIR ENTRAINMENT ONLY,
<br />ENTRAPPED AIR 15 NOT PERMITTED TO BE USED IN THE TOTAL AIR CONTENT SPECIFIED, AIR CONTENT SPECIFIED 15 BASED ON 3/4" DIAMETER
<br />AGGREGATE. IF 3/8" DIAMETER AGGREGATE 15 USED, INCREASE AIR CONTENT BY 1.5%. TESTING SHALL CONFORM TO A5TM C231 AND A5TM CI73.
<br />THE AVERAGE OF ALL TESTS SHALL MEET OR EXCEED THE SPECIFIED VALUE, TESTING 15 TO BE PERFORMED AT THE POINT OF DELIVERY.
<br />CALCIUM CHLORIDE MAY NOT BE USED.
<br />ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE PORTLAND CEMENT MILL TE5T5 WITH CERTIFICATES OF COMPLIANCE.
<br />MINIMUM TOTAL CEMENTITIOU5 CONTENT SHALL HAVE 5-1/2 SACKS (517 LB) MINIMUM OF CEMENT PER CUBIC YARD,
<br />THE USE OF FLY ASH OR POZZOLANS CONFORMING TO THE ASTM LISTED ABOVE SHALL CONFORM TO ACI TABLE 26.4.2.2(b) AND SECTION
<br />26.4.2.2. THE MAXIMUM PERCENT OF FLY ASH / OTHER POZZOLANS SHALL BE 25% OF THE TOTAL CEMENTITIOU5 CONTENT UNLESS REVIEWED
<br />AND APPROVED OTHERWISE BY THE ENGINEER OF RECORD.
<br />THE WATER / CEMENT RATIO SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ASH
<br />SPECIFIED SHRINKAGE LIMITS SHALL BE VERIFIED IN ACCORDANCE WITH TESTING THAT 15 IN ACCORDANCE WITH ASTM C157.
<br />MIX PROPORTIONS SHALL MEET OR EXCEED ALL REQUIREMENTS SPECIFIED. THE MORE STRINGENT OF THE REQUIREMENTS SHALL GOVERN
<br />GENERAL REQUIREMENTS:
<br />PERFORM CONCRETE WORK, INCLUDING HANDLING, PLACING, AND CONSTRUCTING IN ACCORDANCE WITH ACI 301, INCLUDING ACI 117, UNLESS MORE
<br />STRINGENT REQUIREMENTS ARE SPECIFIED.
<br />INSTALL AND SECURE EMBEDMENTS SUCH AS ANCHOR RODS AND EMBEDMENT PLATES WITHIN THE SPECIFIED TOLERANCES PRIOR TO CONCRETE
<br />PLACEMENT.
<br />CONCRETE SHALL BE PROPERLY CONSOLIDATED PER THE LATEST EDITION OF ACI 309 U51NG INTERIOR MECHANICAL VIBRATION, EXCEPT AT
<br />CONCRETE SLABS ON GRADE LESS THAN 5" THICK. DO NOT OVER -VIBRATE CONCRETE.
<br />PROTECT AND CURE ALL CONCRETE SURFACES, EXCEPT FOOTINGS, FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT IN ANY APPROVED MANNER IN
<br />ACCORDANCE WITH ACI 301.
<br />WHERE EXISTING CONCRETE ABUTS NEW CONCRETE, ROUGHEN THE EXISTING SURFACE TO A FULL AMPLITUDE OF 1/4 INCH.
<br />PROJECTING CORNERS OF SLABS, BEAMS, WALL5, COLUMNS, ETCH SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS NOTED OTHERWISE.
<br />CONCRETE SUPPLIER SHALL COORDINATE EXPECTED WATER VAPOR TRANSMISSION RATES DURING CURING OF THE CONCRETE WITH CONTRACTOR
<br />AND ARCHITECT TO ALLOW FOR FLOORING/ROOFING TO BE INSTALLED.
<br />FORMWORK t SHORING:
<br />ALL FORMWORK AND SHORING SHALL FOLLOW THE RECOMMENDATIONS PROVIDED IN ACI 347. FORMWORK SHALL CONFORM TO ACI 301 SECTION 2.
<br />RESHORING FOR EARLY REMOVAL OF ORIGINAL SUPPORTS 15 NOT PERMITTED,
<br />ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, FORMWORK SUPPORTS AND SNORING SHALL BE DESIGNED TO PROVIDE
<br />FINISHED CONCRETE SURFACES AT ALL FACES.
<br />WEATHER CONDITIONS:
<br />CONCRETE PLACED WHEN THE AMBIENT AIR TEMPERATURE HA5 FALLEN TO OR 15 EXPECTED TO FALL BELOW 40 deg F DURING THE PROTECTION
<br />PERIOD, IMPLEMENT COLD WEATHER PROCEDURES THAT COMPLY WITH ACI 3IB-26.5.4 AND THE PROVISIONS IN ACI 306R.
<br />CONCRETE PLACED WHEN THE AMBIENT AIR TEMPERATURE EXCEEDS 80 deg F OR THE RATE OF EVAPORATION 15 GREATER THAN 0.2 P5F PER
<br />HOUR, IMPLEMENT HOT WEATHER PROCEDURES THAT COMPLY WITH ACI 315 26.5.5 AND THE PROVISIONS IN ACI 305R.
<br />CONCRETE TESTING AND ACCEPTANCE:
<br />THE CONCRETE PRODUCTION FACILITY SHALL SUBMIT FOR ENGINEER APPROVAL THE CONCRETE MIX DESIGN PRIOR TO PLACEMENT WHICH
<br />INCLUDES STRENGTH TEST RECORDS NOT MORE THAN 24 MONTHS OLD AND CONSISTING OF AT LEAST 30 CONSECUTIVE TESTS OR TWO GROUPS
<br />OF CONSECUTIVE TESTS TOTALING AT LEAST 30 TESTS,
<br />OBTAIN SAMPLES IN ACCORDANCE WITH ACI 301 SECTION 1.6.4.2. OBTAIN AT LEAST ONE COMPOSITE SAMPLE FOR EACH 100 CUBIC YARDS OR
<br />FRACTION THEREOF, OF EACH CONCRETE MIXTURE PLACED IN ONE DAY.
<br />MOLD AND CURE A MINIMUM OF FOUR CYLINDERS FROM EACH SAMPLE IN ACCORDANCE WITH ASTM C31. TEST ONE CYLINDER AT 7 DAYS AND
<br />TEST TWO CYLINDERS AT 28 DAYS. HOLD ONE CYLINDER IN RESERVE FOR TESTING AS DIRECTED BY THE ENGINEER.
<br />A STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF AT LEAST TWO 6 X 12 INCH CYLINDERS MADE FROM THE SAME SAMPLE OF
<br />CONCRETE AND TESTED AT THE TEST AGE DESIGNATED. IF 4 X 8 IN CYLINDERS ARE USED, ADDITIONAL CYLINDERS MUST BE CURED FOR
<br />TESTING OF 3 CYLINDERS AT THE TEST AGE DESIGNATED.
<br />STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF CONCRETE SHALL BE CONSIDERED SATISFACTORY IF BOTH OF THE FOLLOWING REQUIREMENTS
<br />ARE MET:
<br />- EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS f'c
<br />NO STRENGTH TEST FALLS BELOW f'c BY MORE THAN 500 PSI.
<br />CONCRETE SPECIFIED CLEAR COVER FOR REINFORCING STEEL IS AS FOLLOWS:
<br />• FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH: 3"
<br />• FORMED SURFACES IN DIRECT CONTACT WITH EARTH OR WEATHER: 2" FOR #6 - #I8, 1-1/2" FOR UP TO #5 BAR
<br />• SLABS, WALL5, AND JOISTS NOT EXPOSED TO EARTH OR WEATHER: 1-112" FOR #14 - #181 3/4" FOR UP TO #II BAR
<br />• BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES NOT EXPOSED TO EARTH OR WEATHER: 1-1/2"
<br />10
<br />AB, A.B.
<br />ANCHOR BOLT
<br />CJ, C.J.
<br />CONTRACTUAL JOINT
<br />EJ, E.J.
<br />EXPANSION JOINT
<br />GIRD
<br />GRADE
<br />LVL
<br />MICROLLAM BEAM
<br />PT, P.T.
<br />PRESSURE TREATED
<br />T@G
<br />TONGUE AND GROOVE
<br />ABV,
<br />ABOVE
<br />CL
<br />CENTER LINE
<br />EMBED.
<br />EMBEDMENT
<br />GWB
<br />GYPSUM WALL
<br />MAS.
<br />MASONRY
<br />P/T
<br />POST TENSIONED
<br />THR'D
<br />THREADED)
<br />ADY L
<br />ADDITIONAL
<br />CLR
<br />CLEAR
<br />EL, ELEV.
<br />ELEVATION
<br />BOARD
<br />MAT'L
<br />MATERIAL
<br />QTY
<br />QUANTITY
<br />TJ
<br />TRUSS JOIST
<br />ADJ.
<br />ADJACENT
<br />CMU
<br />CONC. MASONRY UNIT
<br />EN, E.N.
<br />EDGE NAIL
<br />HDR
<br />HEADER
<br />ME,
<br />MACHINE BOLT
<br />REF.
<br />REFERENCE
<br />MACMILLAN
<br />ALT.
<br />ALTERNATE
<br />COL.
<br />COLUMN
<br />ENG
<br />ENGINEER
<br />HF, H.F.
<br />HEM -FIR
<br />(A307)
<br />REINF.
<br />REINFORCEMENT
<br />TMPRY
<br />TEMPORARY
<br />APPRX.
<br />APPROXIMATE
<br />CONC.
<br />CONCRETE
<br />EQ
<br />EQUAL
<br />HGR
<br />HANGER
<br />MD
<br />MID -DEPTH
<br />REQ'D
<br />REQUIRED
<br />TN T.N.
<br />TOE NAIL
<br />ARCH
<br />ARCHITECTURAL
<br />CONN.
<br />CONNECT(ION)
<br />E5, E.S.
<br />EACH SIDE
<br />HORZ.
<br />HORIZONTAL
<br />MRF
<br />MOMENT RESISTING
<br />RO, R.O.
<br />ROUGH OPENING
<br />T.O.
<br />TOP OF
<br />@
<br />AT
<br />CON5T.
<br />CONSTRUCTION
<br />EXIST
<br />EXISTING
<br />H5B
<br />HIGH STRENGTH BOLT
<br />FRAME
<br />SCHD
<br />SCHEDULE
<br />TRANS.
<br />TRANSVERSE
<br />BOT.
<br />BOTTOM
<br />CONT.
<br />CONTINUOUS
<br />EXT.
<br />EXTERIOR
<br />(A325 UNO)
<br />MFR
<br />MANUFACTURER
<br />SHT
<br />SHEET
<br />TYP.
<br />TYPICAL
<br />BF, B.F.
<br />BRACED FRAME
<br />CTSK
<br />COUNTERSINK
<br />FFE
<br />FINISH FLOOR ELEV.
<br />HT
<br />HEIGHT
<br />MTL
<br />METAL
<br />SHTG
<br />SHEATHING
<br />UNO
<br />UNLESS OTHERWISE
<br />BEL.
<br />BELOW
<br />d
<br />PENNY (NAILS)
<br />FAB.
<br />FABRICATION
<br />IF; I.F.
<br />INSIDE FACE
<br />(N)
<br />NEW MEMBER
<br />SIM.
<br />51MILAR
<br />NOTED
<br />BLDG
<br />BUILDING
<br />DET.
<br />DETAIL
<br />FND
<br />FOUNDATION
<br />INT.
<br />INTERIOR
<br />N5, N.S.
<br />NEAR 51DE
<br />SKW
<br />5KEW(ED)
<br />VERT,
<br />VERTICAL
<br />BLKG
<br />BLOCKING
<br />DEL
<br />DOUBLE
<br />FIN.
<br />FINISHED)
<br />J5T
<br />J015T
<br />NT5
<br />NOT TO SCALE
<br />SOG
<br />SLAB ON GRADE
<br />VFY
<br />VERIFY
<br />BN, B.N.
<br />BOUNDARY NAIL
<br />DF, D.F.
<br />DOUGLAS FIR
<br />FLG
<br />FLANGE
<br />JT
<br />JOINT
<br />OC, O.C.
<br />ON CENTER
<br />5PC
<br />SPACING
<br />W/
<br />WITH
<br />BNDRY
<br />BOUNDARY
<br />0, DIA.
<br />DIAMETER
<br />FLR
<br />FLOOR
<br />K
<br />KIPS (11000 POUNDS)
<br />OF, O.F.
<br />OUT5IDE FACE
<br />50.
<br />SQUARE
<br />WH5
<br />WELDED HEADED
<br />BM
<br />BEAM
<br />DIAL.
<br />DIAGONAL
<br />FN, F.N.
<br />FACE NAIL
<br />LAT.
<br />LATERAL
<br />OH
<br />OVER HANG
<br />55
<br />SELECT STRUCTURAL
<br />STUD
<br />B.O.
<br />BOTTOM OF
<br />DIAPH.
<br />DIAPHRAGM
<br />F0, F.O.
<br />FACE OF
<br />LDGR
<br />LEDGER
<br />OPN'G
<br />OPENING
<br />STD
<br />STANDARD
<br />HP
<br />WORK POINT
<br />BRDG
<br />BRIDGE (ING)
<br />do
<br />DITTO (DO OVER)
<br />FRM'G
<br />FRAMING
<br />LF
<br />LINEAL FEET
<br />ORNT
<br />ORIENTATE(ION)
<br />STGR
<br />STAGGER
<br />WS
<br />WESTERN SERIES
<br />BRG
<br />BEARING
<br />D
<br />DEPTH
<br />F5, F.S.
<br />FAR SIDE
<br />LLH
<br />LONG LEG HORIZ.
<br />PAR
<br />PARALLEL
<br />STIFF.
<br />STIFFENER
<br />WTS
<br />WELDED THREADED
<br />B/W
<br />BETWEEN
<br />DWG
<br />DRAWING
<br />FTG
<br />FOOTING
<br />LLV
<br />LONG LEG VERTICAL
<br />P/C
<br />PRECAST CONCRETE
<br />STIR.
<br />STIRRUP
<br />STUD
<br />CAN
<br />CAMBER(ED)
<br />DIAL
<br />DOWEL
<br />GA
<br />GAGE
<br />LS
<br />LAG SCREW
<br />PERP.
<br />PERPENDICULAR
<br />STL
<br />STEEL
<br />WWF
<br />WELDED WIRE FABRIC
<br />CANT.
<br />CANTILEVER(ED)
<br />(E)
<br />EXISTING MEMBER
<br />GALV.
<br />GALVANIZED
<br />L5L
<br />TIMBER STRAND
<br />PL
<br />PLATE
<br />STRUC.
<br />STRUCTURE(AL)
<br />X-STG
<br />EXTRA STRONG
<br />CG
<br />CENTER OF GRAVITY
<br />EA.
<br />EACH
<br />GB, G.B,
<br />GRADE BEAM
<br />BEAM
<br />PLYWD
<br />PLYWOOD
<br />SYN.
<br />SYMETRICAL
<br />XX-57G
<br />DOUBLE EXTRA
<br />CIP
<br />CAST IN PLACE
<br />EF, E.F.
<br />EACH FACE
<br />GLB
<br />GLU-LAM. BEAM
<br />LT AT
<br />LIGHT WEIGHT
<br />P5L
<br />PARALLAM BEAM
<br />T
<br />TOP
<br />STRONG
<br />DESIGN ARCHITECT
<br />SDH Architect
<br />2242 NW RESERVE CAMP CT
<br />BEND, OR 97703
<br />206,369.8881
<br />E D 0 ` 4H
<br />le 'j I
<br />ROIC of WASHINGTON
<br />8905 Towne Center Drive, Suite 108
<br />San Diego, CA 92122
<br />CONSULTANT
<br />13228 NE 20TH ST, SUITE 100
<br />BELLEVUE, WA g8005
<br />425 614-091 / INFO@AU-ENG.COM
<br />JOB NO: 23136
<br />10/25/2023
<br />SOUTHPOINT PLAZA
<br />SUITE 1 - REPAIR
<br />10121 EVERGREEN WAY #1
<br />EVERETT, WA
<br />ISSUED / REVISED DATE
<br />PERMIT SET 06.26.23
<br />PR01 10.24.23
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
<br />PERMIT SET 06.26.23
<br />GENERAL NOTES &
<br />ABBREVIATIONS
<br />S=001
<br />
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