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DESIGN CRITERIA
<br />REINFORCING STEEL
<br />MECHANICAL HARDWARE CONNECTORS
<br />GLU-LAMINATED MEMBERS
<br />CODE: INTERNATIONAI RESIDENTIAL CODE
<br />— 2015 EDITION
<br />ENGINEERED DESIGN PER IBC 2015
<br />(R301.1.3)
<br />ROOF:
<br />25 PSF
<br />FLOORS:
<br />RESIDENTIAL
<br />40 PSF
<br />WIND:
<br />BASIC WIND SPEED
<br />110 MPH
<br />EXPOSURE
<br />C
<br />SEISMIC:
<br />SPECTRAL RESPONSE ACCELERATION, Ss
<br />1.380
<br />SPECTRAL RESPONSE ACCELERATION, S1
<br />0.524
<br />SPECTRAL RESPONSE ACCELERATION, Sds
<br />0.920
<br />SPECTRAL RESPONSE ACCELERATION, Shc
<br />0.524
<br />SOIL SITE CLASS. Fa
<br />1.000
<br />SOIL SITE CLASS, Fv
<br />1,500
<br />RESPONSE MODIFICATION FACTOR
<br />62 (WOOD SHEATHED WALLS)
<br />IBC SOIL SITE CLASSIFICATION
<br />D
<br />GENERAL CONDITIONS
<br />1. THE CONTRACTOR SHALL VERIFY AND REVIEW ALL ITEMS WITHIN THE DRAWINGS PRIOR
<br />TO PROCEEDING WITH THE WORK, NOTIFY THE ENGINEER/ARCHITECT IMMEDIATELY WITH
<br />ANY DISCREPANCIES,
<br />2. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE
<br />CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK,
<br />3, DIMENSIONS ARE NOT TO BE SCALED FROM THE PLANS, SECTIONS OR DETAILS WITHIN
<br />THE DRAWINGS,
<br />4, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS,
<br />METHODS, TECHNIQUES, SEQUENCE AND PROCEDURES.
<br />5. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE REFERENCED
<br />BUILDING AND ALL OTHER REGULATING AGENCIES, EXERCISING AUTHORITY OVER ANY
<br />PORTION OF THE WORK.
<br />6. SPECIFIC NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER
<br />GENERAL NOTES AND SPECIFICATIONS.
<br />7. NOTIFY THE ENGINEER OF ALL CHANGES MADE IN THE FIELD PRIOR TO INSTALLATION.
<br />FOUNDATION
<br />1. FOUNDATION DESIGN PARAMETERS ASSUMED BY NELSON GEOTECHNICAL ASSOC. INC.
<br />REPORT DATED AUGUST 24, 2018:
<br />A. IBC SOIL SITE CLASSIFICATION.............D
<br />2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS AND OTHER RELEVANT SOIL
<br />CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH THE JURISDICTIONAL
<br />REQUIREMENTS,
<br />3, ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR COMPACTED
<br />STRUCTURAL FILL. STRUCTURAL FILL IS TO BE COMPACTED TO 95% DENSITY PER
<br />ASTM D-1557,
<br />PIN PILES
<br />1, GEOTECHNICAL SPECIAL INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING
<br />INSTALLATION AND LOAD TESTING OF PIN PILES AND HELICAL ANCHORS
<br />2. SPECIFICATIONS FOR PIN PILES:
<br />A. PILES SHALL CONSIST OF 4" 0 SCHEDULE-40, AND 2" 0 SCHEDULE-80 ASTM
<br />A-53 GRADE "A" PIPE.
<br />B. REFER TO NELSON GEOTECHNCIAL REPORT FOR ADDITIONAL PILE REQUIREMENTS.
<br />C. PILES SHALL BE DRIVEN IN NOMINAL SECTIONS AND CONNECTED WITH
<br />COMPRESSION FITTED SLEEVE COUPLERS.
<br />D. PILES AND THEIR ACCESSORIES SHOULD BE COATED WITH ASPHALTIC PAINT OR
<br />GALVANIZED FOR CORROSION PROTECTION.
<br />J. REFERENCE STANDARDS: ACI-301 AND ACI-318.
<br />4, MINIMUM CONCRETE STRENGTH AT 28 DAYS: 4,500 PSI
<br />5, AGGREGATE GRADING SHALL COMPLY WITH AASHTO #57 GRADATION OR BETTER.
<br />PORTLAND CEMENT SHALL COMPLY TO ASTM C-150, TYPE II,
<br />6. PROVIDE AIR —ENTRAINMENT OF 5% +/— 1-1/2% FOR GARAGE SLABS AND BASEMENT,
<br />FOUNDATION AND ALL WALLS EXPOSED TO THE WEATHER
<br />7. COMPLY WITH ACI-301 FOR MIXING. DO NOT EXCEED THE AMOUNT OF WATER
<br />SPECIFIED IN THE APPROVED MIX. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE
<br />SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT
<br />SEGREGATION OR EXCESSIVE FREE SURFACE WATER.
<br />8. COMPLY WITH ACI-301 FOR PLACEMENT, PROVIDE A % INCH CHAMFER AT ALL
<br />EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE IN THE DRAWINGS.
<br />9. MAXIMUM SLUMP TO BE 4" ± 1", TYPICAL. DO NOT ADD WATER TO THE MIX TO
<br />INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET OR HIGH EARLY STRENGTH
<br />MAY BE ACHIEVED BY USING APPROVED ADMIXTURES.
<br />10, COMPLY WITH ACI-305R FOR PLACEMENT IN HOT WEATHER AND ACI-306R FOR
<br />PLACEMENT- IN COLD WEATHER.
<br />1. REFERENCE STANDARDS: ACI "DETAIL MANUAL" AND CRSI MANUAL OF STANDARD
<br />PRACTICE.
<br />2. MATERIALS:
<br />A. REINFORCING STEEL: ASTM A615, GRADE 40 FOR #4 AND SMALLER
<br />ASTM A615, GRADE 60 FOR #5 AND LARGER
<br />B, WELDED WIRE REINFORCING: ASTM A82 AND A185, Fy = 75 KSI
<br />3. LAP CONTINUOUS REINFORCING BARS PER REQUIREMENTS LISTED BELOW, UNLESS
<br />NOTED OTHERWISE PROVIDE CORNER BARS OR HOOKS BARS (90 OR 180 DEGREE) AT
<br />THE END OF ALL HORIZONTAL REINFORCEMENT IN WALLS, REFER TO NOTE 6 FOR
<br />BEND REQUIREMENTS,
<br />BAR SIZE
<br />MIN.
<br />LAP
<br />LENGTH
<br />#4
<br />2,-6„
<br />#5
<br />3'-0"
<br />#6
<br />4'
<br />6"
<br />4, REINFORCEMENT COVER:
<br />FOOTINGS 3 INCHES TO EARTH
<br />2 INCHES TO FORMED SURFACE
<br />SLABS 2 INCHES TO EARTH
<br />FORMED SURFACE:
<br />EXTERIOR FACE 12 INCHES, #5 BAR AND SMALLER
<br />2 INCHES, #6 BAR AND LARGER
<br />INTERIOR FACE / INCHES FOR SLABS AND WALLS
<br />1 2 INCHES FOR BEAMS AND COLUMNS
<br />5, REINFORCING STEEL A615 MAY NOT BE WELDED TO OTHER STEEL ELEMENTS. (ACI
<br />318-14 26,6,4,1)
<br />6. REINFORCING STEEL BENDS AND HOOKS TO MEET ACI REQUIREMENTS (PER 25.3.2).
<br />Oh = BAR DIAMETER
<br />1 MAX
<br />6
<br />120b FOR #6 THRU #8
<br />OFFSET
<br />1
<br />180° D
<br />BEND
<br />40b or
<br />22" MIN
<br />135'
<br />BEND
<br />r
<br />90'
<br />'END
<br />MIN. REND DIA AT
<br />STIRRUPS AND TIES
<br />BAR
<br />D
<br />3
<br />IN'
<br />4
<br />2"
<br />#5
<br />2%"
<br />6
<br />4%"
<br />7
<br />5r"
<br />#8
<br />6„
<br />MIN. BEND DIAMETER FOR TIES AND STIRRUPS:
<br />D = 4*Ob FOR #5 AND SMALLER
<br />D = 6*Ob FOR #6 — #8
<br />3" MIN,
<br />FOR STIRRUPS & TIES
<br />N
<br />0 a�
<br />0 1 90°
<br />1 ,BEND
<br />MIN. REND DIA AT
<br />REINF BARS
<br />BAR
<br />D
<br />3
<br />2% "
<br />#4
<br />3„
<br />5
<br />3/„
<br />6
<br />4/ „
<br />7
<br />5%"
<br />#8
<br />6„
<br />MIN, BEND DIAMETER FOR REINF BARS:
<br />FOR REINF BARS D = 6*Ob FOR #8 AND SMALLER
<br />D = 8 0b FOR #9 — #11
<br />D = 10*Ob FOR #14 AND LARGER
<br />CONCRETE OR MASONRY ANCHORS
<br />1. MECHANICAL ANCHORS ARE TO BE EITHER HILTI KWIK BOLT—TZ ANCHORS, SIMPSON
<br />STRONG —BOLT OR SIMPSON TITEN HD ANCHORS. ANCHOR SIZE AND EMBEDMENT IS AS
<br />SPECIFIED ON THE DRAWINGS OR IN THE FIELD,
<br />2. EPDXY FOR THREADED RODS OR REBAR INTO CONCRETE OR SOLID MASONRY IS TO
<br />BE EITHER HILTI HIT —RE 500—SD OR SIMPSON SET-3G. ROD OR REBAR SIZE AND
<br />EMBEDMENT IS AS SPECIFIED ON THE DRAWINGS OR IN THE FIELD.
<br />3. EPDXY FOR THREADED RODS OR REBAR INTO HOLLOW CELL MASONRY IS TO BE
<br />EITHER HILT] HIT HY 20 WITH SCREEN TUBE, SIMPSON SET WITH OPTI—MESH SCREEN
<br />TUBE OR APPROVED ALTERNATE. ROD OR REBAR SIZE AND EMBEDMENT IS AS
<br />SPECIFIED ON THE DRAWINGS OR IN THE FIELD.
<br />STRUCTURAL STEEL
<br />1. REFERENCE STANDARDS: LATEST EDITION OF THE RISC "CODE OF STANDARD
<br />PRACTICE FOR STEEL BUILDINGS AND BRIDGES",
<br />2. MATERIALS:
<br />BOLTS — ASTM A307, UNLESS NOTED OTHERWISE
<br />A BOLT — ASTM A1554, UNLESS NOTED OTHERWISE
<br />W SHAPES — ASTM A992 (Fy = 50,000 PSI)
<br />MC/C SHAPES — ASTM A572 (Fy = 50,000 PSI)
<br />TUBE STEEL — SQ/RECT — ASTM A500-10, GRADE B (Fy = 46,000 PSI MIN)
<br />ROUND ASTM A500-10, GRADE B (Fy = 42,000 PSI MIN)
<br />ALL OTHER STEEL — ASTM A36 (Fy = 36,000 PSI)
<br />1. ALL MECHANICAL HARDWARE USED FOR CONNECTIONS ARE TO BE MANUFACTURED
<br />BY SIMPSON STRONG TIE OR EQUIVALENT HAVING A CAPACITY GREATER THAN OR
<br />EQUAL.
<br />2. ALL MECHANICAL CONNECTORS USED WITH PRESSURE TREATED WOOD ARE TO HAVE
<br />A ZINC FINISH UNLESS NOTED OTHERWISE ON THE PLANS.
<br />3. FASTENERS ARE TO MATCH MANUFACTURE'S SPECIFICATION, ALWAYS USE HIGHEST
<br />CAPACITY REQUIREMENTS, FASTENERS USED WITH ZINC COAT FINISH CONNECTORS
<br />ARE TO BE HOT —DIPPED GALVANIZED CONFORMING TO ASTM A153. FILL ALL
<br />WHOLES WITH FASTENERS AND DO NOT OVER DRIVE,
<br />4, THROUGH BOLT FASTENERS ARE TO BE MACHINE BOLTS CONFORMING TO ASTM
<br />STANDARD A307, GRADE A. NUTS USED WITH THROUGH BOLTS, THREADED RODS
<br />AND ANCHOR BOLTS SHALL BE AT LEAST FLUSH WITH THE TOP OF NUT.
<br />5. JOISTS AND BEAMS SHALL BEAR FULLY ON THE CONNECTOR SEAT AND THE GAP
<br />BETWEEN MEMBERS SHALL NOT EXCEED 1/8".
<br />DIMENSIONAL LUMBER
<br />1. MEET THE REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR
<br />SOFTWOOD DIMENSIONAL LUMBER. ALL MEMBERS ARE TO BEAR THE STAMP OF THE
<br />WWPA. MOISTURE CONTENT AT THE TIME OF FRAMING IS TO BE 19% OR LESS,
<br />2. MINIMUM DIMENSIONAL LUMBER GRADES ARE TO BE:
<br />WALL STUDS 2x HE STUD GRADE
<br />WALL PLATES 2x HE STANDARD GRADE
<br />2x PT HE STANDARD GRADE AT FOUNDATION
<br />JOISTS 2x6 DF STUD GRADE
<br />2x8 AND UP DF #2
<br />HEADERS/BEAMS 4x, 6x DF #2
<br />POSTS 4x, 6x DF #2
<br />3. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER.
<br />NAILS AND PLATE WASHERS IN CONTACT WITH TREATED LUMBER SHALL BE
<br />HOT —DIPPED GALVANIZED, ANCHOR BOLTS ARE NOT REQUIRED TO BE HOT —DIPPED
<br />GALVANIZED.
<br />4. FOUNDATION SILL PLATES ARE TO BE BOLTED TO THE CONCRETE FOUNDATION WITH
<br />%" 0 ANCHOR BOLTS EMBED A MINIMUM 7" OR %" 0 MECHANICAL ANCHORS EMBED AS
<br />SPECIFIED ON DRAWINGS. PROVIDE A MINIMUM OF TWO BOLTS PER PLATE SECTION A
<br />MAXIMUM OF 9" FROM THE PLATE END. MAXIMUM SPACING OF ANCHORS IS TO BE
<br />4'-0". PROVIDE 0.229"x3" SQ. WASHERS AT ALL ANCHOR BOLTS. WASHER EDGES
<br />MUST SE WITHIN 2" OF WALL SHEATHING,
<br />5. SHOT PIN ARE TO BE SIMPSON SILL PLATE FASTENERS OR APPROVED ALTERNATE.
<br />SHOT PIN SIZES ARE AS FOLLOWS.
<br />PLATE
<br />EMBED
<br />THICKNESS
<br />MATERIAL
<br />SHOT PIN
<br />2x
<br />GONG
<br />PDPWL-250MG
<br />2x
<br />STEEL
<br />PDPAW-200
<br />6. BOLTS IN WOOD BEAMS SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND
<br />4 DIAMETERS FROM THE MEMBER EDGE. PROVIDE STANDARD WASHERS FOR ALL NUTS
<br />BEARING AGAINST WOOD.
<br />7. FASTEN ALL MEMBERS IN ACCORDANCE WITH IBC TABLE 2304.9.1, UNLESS NOTED
<br />OTHERWISE, PROVIDE MINIMUM 12" EMBED FOR ALL NAILS, NAIL SIZES ARE AS
<br />FOLLOWS:
<br />NAIL
<br />MIN. SHANK DIA.
<br />8d
<br />0.131"
<br />10d
<br />0.148"
<br />16d
<br />0.162"
<br />8. HOLES AND NOTCHES IN WOOD MEMBERS ARE TO BE IIMITED AS SUCH:
<br />L/3
<br />JOIST
<br />MAX. HOLE DIA.
<br />40% STUD DEPTH
<br />1 % FOR 2x4
<br />2,%" FOR 2x6—
<br />MAX. NOTCH
<br />25% STUD DEP
<br />%" FOR 2x4
<br />13/" FOR 2x6
<br />HOLES ARE NOT
<br />PERMITTED IN
<br />SAME SECTION
<br />AS NOTCH)
<br />BEAM
<br />8,> I NO MORE THAN
<br />-0 EDGE TWO SUCCESSIVE
<br />DOUBLED STUDS
<br />ARE ALLOWED
<br />STUDS
<br />DBL STUD FOR HOLE
<br />DIA, OF UP TO 60%
<br />STUD DEPTH
<br />21/" FOR 2x4
<br />3%" FOR 2x6
<br />1. GLU—LAMINATED WOOD MEMBERS ARE TO BE DOUGLAS FIR, KILN DRIED AND AITC
<br />SPECIFICATION 24F—V4, UNLESS NOTED OTHERWISE. BEAMS ARE HAVE A 2,000 FT
<br />RADIUS CAMBER, UNLESS NOTED OTHERWISE.
<br />2, MATERIALS MUST BE OBTAINED FROM AN AITC APPROVED FABRICATOR AND BEAR
<br />THE AITC STAMP.
<br />3: THE GLUE IS TO BE A "WET —USE ADHESIVE.
<br />4. WEATHER EXPOSED GLU—LAMINATED WOOD MEMBERS ARE TO BE TREATED WITH
<br />PERMAPOST K-520 TREATMENT OR EQUIVALENT.
<br />MANUFACTURED LUMBER
<br />1, PARALLEL STRAND LUMBER (PSL) IS TO BE 1.8E PARALLAM MANUFACTURED BY TRUS
<br />JOIST OR ENGINEER APPROVED EQUAL.
<br />2, LAMINATED VENEER LUMBER (LVL) IS TO BE 1.9E MICROLLAM MANUFACTURED BY TRUS
<br />JOIST OR ENGINEER APPROVED EQUAL,
<br />J. LAMINATED STRAND LUMBER (LSL) IS TO BE:
<br />12" WIDE LSL 1.3E OR BETTER
<br />® 32" WIDE LSL 1.55E OR BETTER
<br />MANUFACTURED BY iLEVEL OR ENGINEER APPROVED EQUAL.
<br />4, MANUFACTURED I —JOISTS ARE TO BE TA SERIES MEMBERS AND SPECIFIED IN THE
<br />DRAWINGS MANUFACTURED BY TRUS JOIST OR ENGINEER APPROVED EQUAL,
<br />WOOD SHEATHING
<br />1. ROOF SHEATHING. MINIMUM THICKNESS PER PLAN. APA RATED, EXP-1 RATING, EDGE
<br />SEALED PANELS CONFORMING TO INDENTIFICATION INDEX 32/16 FOR SLOPES GREATER
<br />THAN 3/12 AND 40/20 FOR SLOPES 3/12 AND LESS. PROVIDE MINIMUM 1/8" CLEAR
<br />BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG
<br />EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, UNLESS NOTED
<br />OTHERWISE, USE 8d COMMON NAILS,
<br />2. FLOOR SHEATHING. MINIMUM THICKNESS PER PLAN. APA RATED STURD—I—FLOOR,
<br />EXP-1 RATING, TONGUE AND GROOVE EDGES CONFORMING TO IDENTIFICATION INDEX
<br />48/24. PROVIDE MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION.
<br />NAIL AND GLUE TO SUPPORTS. GLUE ADHESIVE IS TO CONFORM TO APA SPECIFICATION
<br />AFG-01. NAIL 6 INCHES ON CENTER ALONG EDGES AND 12 INCHES ON CENTER AT
<br />INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE. USE 10d COMMON NAILS.
<br />LAYOUT PANELS
<br />PERPENDICULAR
<br />STAGGER PANEL TO FRAMING, TYP,
<br />PANEL EDGE NAILING JOINTS, TYP.
<br />AT DIAPHRAGM
<br />PERIMETER
<br />EDGE NAILING
<br />AT ALL SUPPORTED = v
<br />PANEL EDGES
<br />FIELD NAILING —PANEL EDGE
<br />AT INTERMEDIATE NAILING AT
<br />SUPPORTS, TYP — ALL PANEL
<br />EDGES
<br />BLOCKED
<br />DIAPHRAGM
<br />\ IF NOTED
<br />PER PLAN
<br />UNBLOCKED LFLAT 2x4 BLKG AT
<br />DIAPHRAGM
<br />TYP, U,N.O. ALL UNSUPPORTED
<br />PANEL EDGES
<br />ROOF/FLOOR DIAPHRAGM NAILING
<br />3. WOOD SHEARWALL SHEATHING. MINIMUM THICKNESS PER PLAN, PLYWOOD OR OSS APA
<br />RATED, EXP-1 RATING. NAILING PER DRAWINGS.
<br />JOB SITE SAFETY
<br />THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR
<br />CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS
<br />OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR THE CONTRACTOR TO
<br />PERFORM THE WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER
<br />SHALI NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM
<br />RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF THE WORK BY
<br />THE CONTRACTOR, SUB —CONTRACTOR OR ANY PERSON ON THE SITE.
<br />ABBREVIATIONS:
<br />A. BOLT ANCHOR BOLT
<br />A.F.F
<br />ABOVE FINISH FLOOR
<br />ALT
<br />ALTERNATE
<br />APPROX
<br />APPROXIMATE
<br />BM
<br />BEAM
<br />B.0.0.
<br />BOTTOM OF OPENING
<br />BTM
<br />BOTTOM
<br />BRG
<br />BEARING
<br />BTW
<br />BETWEEN
<br />CLR
<br />CLEAR
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />GONG
<br />CONCRETE
<br />COND
<br />CONDITION
<br />CONN
<br />CONNECTION
<br />CONST
<br />CONSTRUCTION
<br />CONT
<br />CONTINUOUS
<br />DIA
<br />DIAMETER
<br />DIM
<br />DIMENSION
<br />DL
<br />DEAD LOAD
<br />EA
<br />EACH
<br />EF
<br />EACH FACE
<br />ELEV
<br />ELEVATION
<br />EN
<br />EDGE NAILING
<br />EQ
<br />EQUAL
<br />EQUIP
<br />EQUIPMENT
<br />ES
<br />EACH SIDE
<br />EXIST
<br />EXISTING
<br />ED
<br />FLOOR DRAIN
<br />FDN
<br />FOUNDATION
<br />FF
<br />FINISH FLOOR
<br />FG
<br />FINISH GRADE
<br />FLFR
<br />FLUSH FRAMED
<br />FLR
<br />FLOOR
<br />FT
<br />FEET
<br />FTC
<br />FOOTING
<br />FRT
<br />FIRE RETARDANT TREATED
<br />FS
<br />FAR SIDE
<br />GA
<br />GAUGE
<br />GALV
<br />GALVANIZED
<br />GLB
<br />GLUE LAMINATED BEAM
<br />HDG
<br />HOT —DIPPED GALVANIZED
<br />HORIZ
<br />HORIZONTAL
<br />HT
<br />HEIGHT
<br />I.F.
<br />INSIDE FACE
<br />IN
<br />INCH
<br />LL
<br />LIVE LOAD
<br />MAX
<br />MAXIMUM
<br />MECH
<br />MECHANICAL
<br />MIN
<br />MINIMUM
<br />MISC
<br />MISCELLANEOUS
<br />NS
<br />NEAR SIDE
<br />NTS
<br />NOT TO SCALE
<br />0, C.
<br />ON CENTER
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />PT
<br />PRESSURE TREATED
<br />RAP
<br />RAMMED AGGREGATE PIER
<br />REINF
<br />REINFORCING
<br />REQ'D
<br />REQUIRED
<br />SCHD
<br />SCHEDULE
<br />SEC
<br />SECTION
<br />SF
<br />SQUARE FEET
<br />SIM
<br />SIMIL AR
<br />SPEC
<br />SPECIFICATIONS
<br />STD
<br />STANDARD
<br />STL
<br />STEEL
<br />STRUCT
<br />STRUCTURAL
<br />TOO
<br />TOP OF CONCRETE
<br />TOF
<br />TOP OF FOOTING
<br />T.0.0.
<br />TOP OF OPENING
<br />TOS
<br />TOP OF STEEL
<br />TOW
<br />TOP OF WALL
<br />TS
<br />TUBE STEEL
<br />TYP
<br />TYPICAL
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />VERT
<br />VERTICAL
<br />W/
<br />WI TH
<br />WITS
<br />WELDED HEADED STUD
<br />WOL
<br />WOLMANIZED
<br />WTS
<br />WELDED THREADED STUD
<br />WT
<br />WEIGHT
<br />WWR
<br />WELDED WIRE REINFORCING
<br />SHEET INDEX;
<br />JI — GLIVEI\hiL IVOILJ
<br />s].l - GENERAL NOTES (CONT.)
<br />S2 -PILE PLAN
<br />S3 - FOUNDATION DETAIL`_;
<br />S4 -FRAMING DETAILS
<br />U
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