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BUILDING CODES
<br />A. LATEST EDITION OF MINNESOTA STATE BUILDING CODE AND IBC.
<br />B. MEET REQUIREMENTS OF ALL PREVAILING CODES.
<br />DESIGN LIVE LOADS
<br />GROUND SNOW LOAD: 50 PSF
<br />ROOF SNOW LOAD: 35 PSF
<br />FLOOR (RESIDENTIAL): 40 PSF
<br />WIND: 90 MPH, EXPOSURE C
<br />SEISMIC: DESIGN CATEGORY "A"
<br />OTHERS: PER BUILDING CODE
<br />PILING AND FOUNDATIONS
<br />DESIGN CODE: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318)
<br />A.
<br />MINIMUM FROST COVER FROM GRADE TO BOTTOM OF FOOTING IS 42 INCHES
<br />UNLESS
<br />3
<br />NOTED OTHERWISE (60" IN UNHEATED AREAS).
<br />SLUMP, 1 1/2" MAX. AGR.
<br />B.
<br />DESIGN NET BEARING CAPACITY FOR HELICAL ANCHORS AS SHOWN ON PLAN.
<br />SLUMP, 3/4" MAX. AGR.
<br />1 1/2
<br />CONTRACTOR SHALL INSTALL ANCHORS PER MANUFACTURER SPECIFICATIONS
<br />SLUMP, 3/4" MAX. AGR.
<br />SLABS, WALLS, JOISTS
<br />TO ACHIEVE REQUIRED CAPACITY.
<br />SLUMP, 3/4" MAX. AGR.
<br />C.
<br />FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM STANDARD PROCTOR
<br />VALUES
<br />ADJ
<br />(ASTM D698) [IN ACCORDANCE WITH THE GEOTECHNICAL REPORT]:
<br />5 TO 7% (+/— 1%) BY VOLUME.
<br />C.
<br />FROST FOUNDATION BACKFILL: 95%
<br />AMERICAN INSTITUTE OF
<br />D.
<br />UNLESS OTHERWISE INDICATED ON DRAWINGS OR BY THE SOILS ENGINEER, IN
<br />AREAS
<br />ALTERNATE
<br />WHERE OVEREXCAVATION IS REQUIRED, THE EXCAVATION SHALL BE OVERSIZED
<br />A
<br />SEE "CONCRETE PROTECTION FOR REINFORCEMENT"
<br />DISTANCE OF ONE FOOT BEYOND THE FOOTING EDGES FOR EACH FOOT OF EXTRA DEPTH.
<br />E.
<br />ALL PILES SHALL BE CENTERED ON GRID LINES AND PILE CAPS AND GRADE
<br />BEAMS SHALL
<br />ARCHITECT/URAL
<br />BE CENTERED ON PILES UNLESS NOTED OTHERWISE.
<br />AMERICAN SOCIETY FOR
<br />HELICAL ANCHORS
<br />A. INSTALLATION OF HELICAL ANCHORS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS
<br />OF THE IBC OR MANUFACTURER, WHICHEVER IS MORE STRINGENT.
<br />CAST—IN—PLACE CONCRETE
<br />A.
<br />DESIGN CODE: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318)
<br />B.
<br />CONCRETE (f'c IS 28 DAY COMPRESSIVE STRENGTH
<br />OF CONCRETE):
<br />3
<br />FOOTINGS: f'c=3000 PSI, 4"
<br />SLUMP, 1 1/2" MAX. AGR.
<br />6 BAR AND LARGER
<br />INTERIOR SLABS ON GRADE: f°c=4000 PSI, 4'
<br />SLUMP, 3/4" MAX. AGR.
<br />1 1/2
<br />WALLS, GRADE BEAMS: f'c=4000 PSI, 4"
<br />SLUMP, 3/4" MAX. AGR.
<br />SLABS, WALLS, JOISTS
<br />ALL EXTERIOR CONCRETE: f'c=4500 PSI, 4"
<br />SLUMP, 3/4" MAX. AGR.
<br />1 1/2
<br />CORE AND BOND BEAM FILL: f'c=3000 PSI, 6"
<br />SLUMP, 3/8" MAX. AGR.
<br />ADJ
<br />ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED
<br />5 TO 7% (+/— 1%) BY VOLUME.
<br />C.
<br />REINFORCING STEEL: (NEW, DEFORMED AND CLEAN)
<br />AMERICAN INSTITUTE OF
<br />C
<br />ASTM A185 FOR WELDED WIRE FABRIC.
<br />ALT
<br />ALTERNATE
<br />ASTM A615 GRADE 60, GRADE 40 FOR STIRRUPS AND TIES.
<br />D.
<br />SEE "CONCRETE PROTECTION FOR REINFORCEMENT"
<br />SCHEDULE FOR MINIMUM COVER.
<br />E.
<br />REINFORCING SPLICES SHALL BE THE GREATER OF
<br />40 BAR DIAMETERS OR 24" U.N.O.
<br />F. LOCATIONS AND SIZES OF ALL PENETRATIONS, HOLES, SLEEVES, ETC. SHALL BE
<br />COORDINATED WITH ALL TRADES,
<br />G. FURNISH AND INSTALL ALL CHAIRS, TIES, AND OTHER ACCESSORIES IN ACCORDANCE
<br />WITH THE CONCRETE REINFORCING -STEEL INSTITUTE—(CRSI)- "MANUAL OF STD. PRACTICE""��
<br />H. CONSOLIDATE ALL CONCRETE BY VIBRATING OR PUDDLING.
<br />I. ALL CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
<br />J. CONCRETE CYLINDERS SHALL BE FIELD CURED FOR NOT LESS THAN 18 HOURS AND
<br />NOT MORE THAN 3 DAYS.
<br />K. ALL CONCRETE AND MASONRY CONSTRUCTION DURING HOT OR COLD WEATHER SHALL
<br />COMPLY WITH ACI 3058 "HOT WEATHER CONCRETING" OR ACI 306R "COLD WEATHER
<br />CONCRETING" RESPECTIVELY.
<br />L. CONTROL JOINTS SHALL BE ZIPSTRIP OR SAWCUT (1/4 SLAB THICKNESS) AND CAULKED.
<br />CONTROL JOINT SPACING SHALL NOT EXCEED 36 MULTIPLIED BY THE SLAB THICKNESS,
<br />AND SHOULD NOT EXCEED 18' UNLESS APPROVED BY THE ENGINEER. REINFORCING
<br />STEEL SHALL BE CONTINUOUS THROUGH CONTROL JOINTS.
<br />M. CONSTRUCTION JOINTS SHALL BE CONSTRUCTED PER THE CONSTRUCTION JOINT DETAIL.
<br />CONSTRUCTION JOINTS SHALL BE INSTALLED IN CONTINUOUS LANES OR CHECKERBOARD
<br />PATTERN WITH SPACING NOT EXCEEDING 45 FEET, UNLESS OTHERWISE APPROVED.
<br />STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE
<br />GENERAL CONSTRUCTION NOTES:
<br />1. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION
<br />INCLUDING ANY AND ALL SHORING, SCAFFOLD, BRACING, TEMPORARY CONSTRUCTION, ETC.
<br />NECESSARY TO PERFORM REQUIRED CONSTRUCTION.
<br />2. THE CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS FROM ALL DISCIPLINES
<br />AND COMPARE DIMENSIONS, PENETRATIONS, ETC.. ANY CONFLICTS OR CONTRADICTIONS
<br />FOUND BETWEEN ANY OF THE CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE
<br />ARCHITECT OR ENGINEER IMMEDIATELY,
<br />3. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATE OR LOCAL LAWS
<br />REGARDING SAFETY AND WORKING ENVIRONMENT ON THE JOB SITE. THE CONTRACTOR
<br />SHALL CONFORM TO ALL OSHA REGULATIONS.
<br />4. ALL SHOP DRAWINGS REQUIRED BY 'THESE SPECIFICATIONS SHALL BE REVIEWED AND
<br />STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT AND ENGINEER.
<br />THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD VERIFICATION REQUIRED ON THE SHOP
<br />DRAWINGS. CONTRACTOR SHALL BE TIMELY ON HIS REVIEW OF SHOP DRAWINGS TO
<br />ENSURE ADEQUATE REVIEW TIME BY THE DESIGN PROFESSIONALS.
<br />5. SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH THE SPECIAL STRUCTURAL
<br />TESTING AND INSPECTION SCHEDULE SHALL BE COORDINATED BY THE CONTRACTOR.
<br />SPECIAL INSPECTIONS WILL BE PAID BY THE OWNER AND TESTING SHALL BE PAID BY
<br />THE CONTRACTOR UNLESS NOTED OTHERWISE. CONTRACTOR SHALL GIVE SUFFICIENT
<br />NOTICE TO THE TESTER OR INSPECTOR. REPORTS SHALL BE PREPARED FOR ALL
<br />SPECIAL INSPECTIONS AND TESTS AND SHALL BE SUBMITTED TO THE ENGINEER.
<br />SPECIAL INSPECTIONS DO NOT RELIVE THE CONTRACTOR OF ANY RESPONSIBILITIES
<br />REGARDING COMPLIANCE WITH THE CONTRACT DOCUMENTS.
<br />6. IF ANY WORK IS COVERED UP PRIOR TO CONSENT OR APPROVAL BY THE APPROPRIATE
<br />AGENCY OR ENGINEER, IT SHALL BE UNCOVERED FOR EXAMINATION AT THE EXPENSE
<br />OF THE CONTRACTOR. ANY ADDITIONAL TESTING REQUIRED AS A RESULT OF THE
<br />CONTRACTOR'S FAILURE TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT
<br />DOCUMENTS SHALL BE BORNE BY THE RESPONSIBLE CONTRACTOR.
<br />CONCRETE PROTECTION FOR REINFORCEMENT
<br />_ J
<br />NOTES:
<br />1. CONCRETE COVER REQUIREMENTS NOT LISTED HEREIN SHALL BE IN ACCORDANCE WITH ACI 318.
<br />SPECIFICATION
<br />SECTION, ARTICLE
<br />MINIMUM CLEAR COVER
<br />DESCRIPTION
<br />REQUIRED (INCHES)
<br />SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
<br />3
<br />SURFACES EXPOSED TO EARTH OR WEATHER
<br />SOIL COMPACTION TESTING
<br />6 BAR AND LARGER
<br />2
<br />5 BAR AND SMALLER (INCLI',.IDING MESH)
<br />1 1/2
<br />SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
<br />TESTING AGENCY
<br />SLABS, WALLS, JOISTS
<br />3/4
<br />BEAMS, COLUMNS
<br />1 1/2
<br />NOTES:
<br />1. CONCRETE COVER REQUIREMENTS NOT LISTED HEREIN SHALL BE IN ACCORDANCE WITH ACI 318.
<br />SPECIFICATION
<br />SECTION, ARTICLE
<br />DESCRIPTION
<br />TYPE OF
<br />INSPECTOR
<br />REPORT
<br />FREQUENCY
<br />ASSIGNED
<br />FIRM
<br />STRUCTURAL TESTING
<br />IBC 1704.7
<br />SOIL COMPACTION TESTING
<br />TESTING AGENCY
<br />PER SOIL REPORT
<br />AS APPROVED BY S.E.R.
<br />IBC 1704.4
<br />CONC. SLUMP, AIR, TEMP., CYLINDERS
<br />(3) CYL.: 7 DAY, 28 DAY, 1 EXTRA
<br />TESTING AGENCY
<br />EVERY 50 CY PLACED
<br />ONCE DAILY MINIMUM
<br />AS APPROVED BY S.E.R.
<br />ADDM
<br />ADDENDUM
<br />ADD'L
<br />ADDITIONAL
<br />ADJ
<br />NOTES:
<br />1. S.E.R. = STRUCTURAL ENGINEER OF RECORD.
<br />2. FOUNDATION DESIGN IS BASED ON CONCRETE STRENGTH OF 2500 PSI AND
<br />THEREFORE DOES NOT REQUIRE SPECIAL INSPECTION BY IBC 1704.4.2.3.
<br />&
<br />AND
<br />®
<br />AT (CL TO CL SPACING)
<br />CL, CL
<br />CENTERLINE
<br />0
<br />ROUND OR DIAMETER
<br />#
<br />POUND OR NUMBER
<br />A
<br />BEAM
<br />AB
<br />ANCHOR BOLT
<br />ACI
<br />AMERICAN CONCRETE INSTITUTE
<br />ADDM
<br />ADDENDUM
<br />ADD'L
<br />ADDITIONAL
<br />ADJ
<br />ADJUST/ABLE
<br />AFF
<br />ABOVE FINISH FLOOR
<br />AISC
<br />AMERICAN INSTITUTE OF
<br />C
<br />STEEL CONSTRUCTION
<br />ALT
<br />ALTERNATE
<br />ALUM
<br />ALUMINUM
<br />ANCH
<br />ANCHOR
<br />APPROX
<br />APPROXIMATE
<br />ARCH
<br />ARCHITECT/URAL
<br />ASTM
<br />AMERICAN SOCIETY FOR
<br />CONC
<br />TESTING AND MATERIALS
<br />BB, B BM
<br />BOND BEAM
<br />BRDG
<br />BRIDGING
<br />BLDG
<br />BUILDING
<br />BLK
<br />BLOCK
<br />BLKG
<br />BLOCKING
<br />BM
<br />BEAM
<br />BT
<br />BENT
<br />BOT
<br />BOTTOM
<br />BRG
<br />BEARING
<br />BSMT
<br />BASEMENT
<br />BTWN
<br />BETWEEN
<br />B R, B PL
<br />BASE PLATE
<br />C
<br />MECHANICAL OPENING
<br />C
<br />CHANNEL
<br />CANT
<br />CANTILEVER
<br />CIP
<br />CAST IN PLACE
<br />CJ
<br />CONTROL JOINT
<br />CLR
<br />CLEAR
<br />COL
<br />COLUMN
<br />COMP
<br />COMPOSITE
<br />CONC
<br />CONCRETE
<br />CONN
<br />CONNECT/ED/ION
<br />CONST
<br />CONSTRUCT/ION
<br />CONT
<br />CONTI NU E/OUS/ATION
<br />CONTR
<br />CONTRACT/OR
<br />CMU
<br />CONCRETE MASONRY UNITS
<br />COORD
<br />COORDINATE
<br />CTR
<br />CENTER
<br />CU FT
<br />CUBIC FEET
<br />CY
<br />CUBIC YARD
<br />D
<br />ROOF TOP UNIT
<br />DBL
<br />DOUBLE
<br />DBL TEE, DT
<br />DOUBLE TEE
<br />DEAD LD, DL
<br />DEAD LOAD
<br />DEFL
<br />DEFLECTION
<br />DEPR
<br />DEPRESS/ION
<br />DEPT
<br />DEPARTMENT
<br />DIA, 0
<br />DIAMETER
<br />D IAG
<br />DIAGONAL
<br />DIM
<br />DIMENSION
<br />DO
<br />DITTO
<br />DP
<br />DEPTH OR DEEP
<br />DTL/DET
<br />DETAIL
<br />DWG
<br />DRAWING
<br />DWLS
<br />DOWELS
<br />E
<br />SQUARE YARD
<br />EA
<br />EACH
<br />EF
<br />EACH FACE
<br />EL
<br />ELEVATION
<br />ELEC
<br />ELECTRICAL
<br />ELEV
<br />ELEVATOR
<br />EMBED
<br />EMBED/MENT/DED
<br />ENGR
<br />ENGINEER
<br />EQ, =
<br />EQUAL
<br />EQUIP
<br />EQUIPMENT
<br />ERECT
<br />ERECTION
<br />EW
<br />EACH WAY
<br />EWEF
<br />EACH WAY, EACH FACE
<br />EXIST
<br />EXISTING
<br />EXP
<br />EXPANSION
<br />EXP JT, EJ
<br />EXPANSION JOINT
<br />EXT
<br />EXTERIOR
<br />F
<br />TOP GIRDER ELEVATION
<br />FAB
<br />FABRICATE
<br />FD
<br />FLOOR DRAIN
<br />FDN
<br />FOUNDATION
<br />FIN
<br />FINISH
<br />FLR
<br />FLOOR
<br />FLEX
<br />FLEXIBLE
<br />FLG
<br />FLANGE
<br />FP
<br />FIREPROOFING
<br />FRMG
<br />FRAMING
<br />FS
<br />FLAT SLAB
<br />FTG
<br />FOOTING
<br />FIFE
<br />FINISH FLOOR ELEVATION
<br />FT,
<br />FOOT
<br />FV
<br />FIELD VERIFY
<br />G
<br />GA
<br />GAUGE
<br />GALV
<br />GALVANIZED
<br />GC
<br />GENERAL CONTRACTOR
<br />GLULAM, GL
<br />GLUE LAMINATED WOOD
<br />GND
<br />GROUND
<br />GR
<br />GRADE
<br />GR BM
<br />GRADE BEAM
<br />H
<br />HC
<br />HOLLOW CORE
<br />HD
<br />HEADED
<br />HK
<br />HOOK
<br />HORZ
<br />HORIZONTAL
<br />HS
<br />HIGH STRENGTH
<br />HSA
<br />HEADED STUD ANCHOR
<br />HSS
<br />HOLLOW STRUCTURAL SECTIONS
<br />(PREVIOUSLY PIPE AND TUBE STEEL)
<br />HVAC
<br />I
<br />HEATING VENTILATION & AIR CONDITIONING
<br />IBC
<br />INTERNATIONAL BUILDING CODE
<br />ID
<br />INSIDE DIAMETER
<br />IF
<br />INSIDE FACE
<br />IN, "
<br />INCH/ES
<br />INFO
<br />INFORMATION
<br />INSUL
<br />INSULATION
<br />INT
<br />INTERIOR
<br />IT
<br />INVERTED TEE BEAM
<br />J
<br />JST
<br />JOIST
<br />JT, JNT
<br />JOINT
<br />r
<br />K KIPS 00f POUNDS)
<br />KLF KIPS PER LINEAR OO
<br />VS1 KIPS PER SQUARE INCH
<br />Il
<br />L
<br />ANGLE
<br />LAT
<br />LATERAL
<br />LB, #
<br />POUNDS
<br />LD
<br />LOAD
<br />LF
<br />LINEAL FOOT
<br />LIVE LD, LL
<br />LIVE LOAD
<br />LLH
<br />LONG LEG HORIZONTAL
<br />LLV
<br />LONG LEG VERTICAL
<br />LOC
<br />LOCATION OR LOCATE
<br />LONG
<br />LONGITUDINAL
<br />LT WT
<br />LIGHT WEIGHT
<br />LVL
<br />LAMINATED VENEER LUMBER
<br />M
<br />MECHANICAL OPENING
<br />MAN
<br />MANUAL
<br />MAX
<br />MAXIMUM
<br />MAT'L
<br />MATERIAL
<br />MC
<br />MISCELLANEOUS CHANNEL
<br />MECH
<br />MECHANICAL
<br />MEMB
<br />MEMBRANE
<br />MTL
<br />METAL
<br />MEZZ
<br />MEZZANINE
<br />MFR
<br />MANUFACTURER
<br />MIN
<br />MINIMUM
<br />MISC
<br />MISCELLANEOUS
<br />MO
<br />MASONRY OPENING
<br />MO
<br />MECHANICAL OPENING
<br />N
<br />PARALLEL STRAND LUMBER
<br />NA
<br />NOT APPLICABLE
<br />NIC
<br />NOT IN CONTRACT
<br />NO
<br />NUMBER
<br />NOM
<br />NOMINAL
<br />NTS
<br />NOT TO SCALE
<br />0
<br />RADIUS
<br />OC
<br />ON CENTER
<br />OD
<br />OUTSIDE DIAMETER
<br />OF
<br />OUTSIDE FACE
<br />OH
<br />OVERHEAD
<br />OPNG
<br />OPENING
<br />OPP
<br />OPPOSITE
<br />P
<br />RETAINING
<br />PART
<br />PARTITION
<br />PC
<br />PRECAST CONCRETE
<br />PCI
<br />PRECAST CONCRETE INSTITUTE
<br />PCP
<br />PRECAST CONCRETE PLANK
<br />PED
<br />PEDESTAL
<br />PL, It
<br />PLATE
<br />PLBG
<br />PLUMBING
<br />PLF
<br />POUNDS PER LINEAR FOOT
<br />PRELIM
<br />PRELIMINARY
<br />PREP
<br />PREPARATION
<br />PROD
<br />PROJECTION
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PSL
<br />PARALLEL STRAND LUMBER
<br />PT
<br />POST TENSION/ED
<br />PVC
<br />POLYVINYL CHLORIDE
<br />Q
<br />Q
<br />QUAN, QTY
<br />QUANTITY
<br />R
<br />.
<br />R
<br />RADIUS
<br />RD
<br />ROOF DRAIN
<br />REC
<br />RECESSED, RECOMMEND/ED
<br />RECT
<br />RECTANG/AL/ULAR
<br />REF
<br />REFERENCE
<br />REINF
<br />REINFORCE/ED/ING
<br />REQ'D
<br />REQUIRED
<br />RET
<br />RETAINING
<br />REV
<br />REVISION
<br />RO
<br />ROUGH OPENING
<br />RS
<br />ROUGH SLAB
<br />RTU
<br />ROOF TOP UNIT
<br />S
<br />SCHED
<br />SCHEDULE
<br />SEC, SECT
<br />SECTION
<br />SER
<br />STRUCTURAL ENGINEER OF RECORD
<br />SHT
<br />SHEET
<br />SIM
<br />SIMILAR
<br />SJI
<br />STEEL JOIST INSTITUTE
<br />SLL
<br />SUPER IMPOSED LIVE LOAD
<br />SNOW LD, SL
<br />SNOW LOAD
<br />SOG
<br />SLAB ON GRADE
<br />SPA
<br />SPACES
<br />SPEC
<br />SPECIFICATIONS
<br />SQ
<br />SQUARE
<br />SQ FT, SF
<br />SQUARE FOOT
<br />SQ YARD
<br />SQUARE YARD
<br />S STL
<br />STAINLESS STEEL
<br />STD
<br />STANDARD
<br />STIFF
<br />STIFFENER
<br />STIR
<br />STIRRUPS
<br />STL
<br />STEEL
<br />STIR, STRT
<br />STRAIGHT
<br />STRUCT
<br />STRUCTURAL
<br />SYM
<br />SYMMETRICAL
<br />T
<br />T&B
<br />TOP AND BOTTOM
<br />T&G
<br />TONGUE AND GROOVE
<br />T&S
<br />TEMPERATURE AND SHRINKAGE
<br />TBE
<br />TOP BEAM ELEVATION
<br />TIDE
<br />TOP STEEL DECK ELEVATION
<br />TEMP
<br />TEMPERATURE
<br />TFE
<br />TOP FOOTING ELEVATION
<br />TGE
<br />TOP GIRDER ELEVATION
<br />THRU
<br />THROUGH
<br />TPE
<br />TOP PIER
<br />TRANS
<br />TRANSVERSE
<br />TS
<br />TUBE STEEL
<br />TSE
<br />TOP OF SLAB ELEVATION
<br />TYP
<br />TYPICAL
<br />U
<br />UBC
<br />UNIFORM BUILDING CODE
<br />UNFIN
<br />UNFINISHED
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />V
<br />VERT
<br />VERTICAL
<br />VOL
<br />VOLUME
<br />VII
<br />LLJ
<br />W
<br />WIDE FLANGE
<br />W/
<br />WITH
<br />W/0
<br />WITH OUT
<br />W
<br />WOOD
<br />WIND LOAD, WL
<br />WIND LOAD
<br />WP
<br />WATERPROOF
<br />W PT, WP
<br />WORK POINT
<br />WT
<br />T SECTION (1/2 WIDE FLANGE)
<br />WT, WGT
<br />WEIGHT
<br />DUFFY ENGINEERING
<br />AND ASSOCIATES, INC.
<br />8 -CM AMWEYM
<br />-
<br />AE C84MM -
<br />350 Highway 10 South
<br />Saint Cloud, MN 56304
<br />Phone:(320) 259-6575
<br />Fax: (320) 259-6991
<br />Email: mail@duffyeng.com
<br />01 —IN
<br />I hereby certify that this plan,
<br />specification or report was
<br />prepared by me or under my
<br />directsup rvision and that I
<br />am a d ocensed ENG EER
<br />Y
<br />under /he laws of �he to of
<br />Ryan. Garden, PE.
<br />11-30-04 25,392
<br />Date License No.
<br />k.
<br />Project No.: 04632
<br />Date: 11-30-04
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<br />Checked by: REG
<br />D4632sn01 C S f OF
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