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6ENERAL STRUCTURAL
<br />(The, follov4ing apply unless shoNn othery4i5e, on the, plan5)
<br />HOOD
<br />45. GRO55®LAMINATED TIMBER (GLT) SHALL BE DE516NIED AND FABRIGATED IN A66oRAN(,E WITH 52. WOOD 5HEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXP05URE I, IN CONFORMANCE WITH THE REOUIREMENT5 FOR THEM
<br />AN51/APA PR6®520:2012 "STANDARD FOR PERFORMANCE RATED CRO55-LAMINATED TIMBER", SECTION TYPE IN DOC F5-1 OR P5®2. SEE FLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS.
<br />2505.1.4 OF THE 2015 I150 AND THE 2015 ND5.
<br />UNLE55 OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR
<br />GLT PANELS SHALL CONFORM TO THE FOL00WIN6 REQUIREMENTS, AS IDENTIFIED IN THE ICC EVALUATION TO SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED
<br />REPORT E5R-5651 155UED SEPTEMBER 201q: WITH 50LID BLOCKING. ALLOW Ile)" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL
<br />BLOCKING TO SUPPORTS WITH (2) IOd®F NAILS AT EACH END, UNLE55 OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF
<br />A. MANUFACTURER: 5TRUCTURLAM CRO55LAM CLT DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDOE5 AND NAIL WITH EDGE NAILING SPACED PER PLAN5.
<br />6. GRAPE: V2M1.1 PER APA PRODUCT REPORT PR-L514 INHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH bd NAILS @ 6" O.C. E06E5, 12" 0.6. IN THE FIELD.
<br />C. LAMINATING 5TOCK: 5PRUGE-PINE-FIR SOUTH NO2 AND BETER
<br />P. MOISTURE CONTENT: 12% +1-5 AT TIME OF PRODUCTION 55. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE OR MASONRY BELOW GRADE, OR BEARING ON
<br />E. ADHESIVE. PU BOND POLYURETHANE ADHESIVE; WEATHERPROOF, FORMALDEHYDE FREE FOAMING PUR UNPROTECTED CONCRETE OR MASONRY LE55 THAN b" FROM EXPOSED EARTH SHALL BE PRESSURE TREATED, U.O.N. PRESSURE
<br />4q. SUBMIT GLT SHOP DRAAIN65 AND PLACEMENT DRAWINGS FOR REVIEW BY THE ARCHITECT AND TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL AGENCY MARK BY THE
<br />ENGINEER WITH THE FOLLOWING INFORMATION. WHERE REQUESTED, DRAWING5 SHALL BE SIGNED AND SEALED AMER16AN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE
<br />BY A QUALIFIED PROFESSIONAL ENGINEER, EXPERIENCED IN THE DESIGN OF THI5 WORK AND LICENSED IN THE PROTECTED WITH A G165 GALVANIZED COATIN6 (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL OE HOT -DIP
<br />STATE OF WA51 I11WON: GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT IMPREGNATED BUILDING PAPER BETWEEN
<br />NON-PRE55URE-TREATED LEDGERS, BLOCKING, ETG,, AND CONCRETE OR MASONRY.
<br />A. SHOP ORAWIN65;
<br />i. PANEL LAYOUT, DIMENSIONS OF FLOORS AND ROOF 54. TIMBER CONNECTORS CALLED OUT BY LETTERS ANP NUMBERS SHALL BE "STRONG -TIE" BY 51MP50N 60MPANY, AS SPEC IFIED IN
<br />ii. IDENTIFY PANEL MAJOR STRENGTH DIRECTION THEIR CATALOG NO, 6-6®201q, EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE 5U65TITUTED, PROVIDED THEY HAVE
<br />III. IDENTIFY SPECIES AND 5TRE55 GRADE OF PANELS I.G.C. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD 6APACITIE5. 6ONNECTOR5 SHALL BE 51ZED TO MATCH THE
<br />iv. IDENTIFY APPEARANCE AND APPICABLE SIDE (ARCHITECTURAL V5 INDUSTRIAL) A5 WELL AS SHOP 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND 51ZE OF FA5TENER5 A5 5PE61FIED BY
<br />APPLIED FIN15HE5. MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN AG60RDANGE WITH THE MANUFACTURER'5 RE60MMENDATION5. WHERE
<br />v, IDNETIFY CONNECTION DETAILS, SHOP CUT ®PENIN65, FA5TENER5 AND CONNECTION HARDWARE CONNECTOR 5TRAP5 GONNEGT TWO MEMBERS, PLACE ONE-HALF OF THE NAIL5 OR DOLTS IN EACH MEMBER. ALL BOLTS IN WOOD
<br />vi. IDENTIFY RELATIONSHIP OF GLT PANELS TO APJA6ENT MATERIAL MEMBERS SHALL CONFORM TO A5TM A501. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL E3OLTS AND LA6 STREWS
<br />vii. INCLUDE AND LOCATE OPENIN65 12 IN(HE5 OR GREATER BEARING ON WOOD. UNLE55 NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL 5HIM5 SHALL BE 5EA50NED AND PRIED
<br />AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT.
<br />6. PLACEMENT DRAWINGS
<br />I. INDICATE PANEL NUMBER, LOCATION AND ERECTION 5EQUEN6E WITH SAME MARK AS SHOP DRAWING. 55, WOOD FASTENERS:
<br />ii. INDICATE LIFTING LOCATIONS AND RECOMMENDATIONS (IF APPLICABLE)
<br />iii. INDICATE 5FE61AL INSTRUCTIONS (I.E. FIELD TRIM OR FIT) A. NAIL SIZES SPECIFIED ON PRAWIN65 ARE BASED ON THE FOLLOWING 5PEGIFI6ATION5:
<br />iv. LABEL CONNECTION DETAILS.
<br />DRAWING 10 NAIL NAME NAIL DIAMETER NAIL LENGTH
<br />G. SUBMIT ERECTION ORAAIN65 FOR REVIEW BY THE INSTALLER AND GENERAL CONTRACTOR. SUBMIT 116d" 6d Common 0.11511 2"
<br />GLT PANEL GALGULATION5 AND CONNECTION DE516N 6AL6ULATION5 THAT 6OMPLY WITH THE PERFORMANCE "bd Box" ad Box 0.115" 2-1/2"
<br />REQUIREMENT5 OUTLINED IN THESE DOCUMENTS. CALrULATION5 SHALL BE 516NE0 AND SEALED BY A 115d" bd Common 0.151" 2-1/2"
<br />QUALIFIED PROFESSIONAL ENOINEEER EXPERIENCED IN THE DE51GN OF THI5 WORK ,AND LICENSED IN THE "IOd®F" IOd Framer 0.151" 5"
<br />STATE OF WA5HIN6TON. "loci" 10d Shear 0.146" 2-1/4"
<br />50. CONTRACTOR SHALL SUBMIT GLT CERTIFICATES OF CONFORMANCE ISSUED BY A QUALIFIED TESTING AND 1116d" 16d Sinker 0.I46" 5-1/4"
<br />INSPECTION A6EN6Y (APP, IGC) INDI6ATIN6 THAT THE GLT COMPLIE5 WITH THE REQUIREMENTS OF ANSI/APA IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL 5PECIFIGATION5
<br />PR6®320 2012. TO THE STRUCTURAL ENGINEER (PRIOR TO GON5TRU6TION) FOR REVIEW AND APPROVAL.
<br />A. PRIOR TO FABRICATION, VERIFY 51TE DIMENSION AND ELEVATIONS of FOUNDATION AND FRAMING THAT B. NAILS ® SHEATHING FA5TENER5 TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF 5HEATHIN6 WITH NO
<br />CLT WILL BE PLACED ON. COUNTER51NKIN6 PERMITTED.
<br />B. PROVIDE FASTENERS OF 51ZE AND TYPE INDICATED ON THE PRAWIN65. INSTALL FA5TENER5 PER G. 5GREW5 SHALL BE W000 5GREW5 OF THE DIAMETER AND LENGTH NOTED ON THE DRAWIN65. SOS
<br />MANUFA6TURER5 RECOMMENDATION. WHERE FASTENERS ARE EXP05ED TO INEATHER OR IN CONTACT WITH FASTENERS ARE 51MP50N STRONG DRIVE 5CREN5.
<br />CONCRETE OR MA50NRY PROVIDE HPG PER A5TM A155 OR TYP 504 OR 516 5TAINLE55 STEEL.
<br />D. HOT DIPPED GALVANIZED NAILS BOLTS AND METAL PLATES A ALL NAIL5, BOLT5 AND METAL PLATES IN
<br />G. PANEL5 ARE INTENDED FOR "DRY 5ERVICE" CONDITION. IF PANEL 15 EXP05ED TO WEATHER IT 15 THE CONTACT WITH PRESSURE TREATED (INCLUDING FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT
<br />RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO VERIFY PANEL 15 PROPERLY WEATHER PROTECTED. DIPPED GALVANIZED.
<br />P. DELIVERY, STORAGE AND HANDLING SHALL BE PER MANUFAGTURER5 RECOMMENDATIONS. KEEP 56. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLE55 OTHERWISE SHOWN ON THE PLAN5:
<br />PANELS PROTECTED FROM WEATHER DURING DELIVERY AND STORAGE AT ALL TIMES.
<br />A. ALL WOOD FRAMING DETAILS NOT 5HOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 156.
<br />E. INSTALL PANELS IN ACCORDANCE WITH THE FINAL REVIEWED SHOP DRAWING5. PLACE PANELS LEVEL,, MINIMUM NAILING, UNLE55 OTHERWISE NOTED, SHALL CONFORM TO IBG TABLE 2304.10.1. COORDINATE THE SIZE AND
<br />PLUMB AND WITH UNIFORM GL05E FITTING JOINTS. FIT PANELS WITHOUT TRIMMING, CUTTING OR OTHER, LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS
<br />MODIFICATIONS UNLESS SPECIFICALLY INDICATED ON THE DRANIN65 OR APPROVED BY THE AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON W00P. TIGHTEN BOLT5 AND LA6 56REW5 SNUGLY AGAINST
<br />MANUFACTURER AND ENGINEER, WOOD FRAMING AFTER W000 HAS REACHED SPECIFIED M015TURE CONTENT.
<br />... _ _
<br />6. WALL FRAMING: TWO 5TUP5 MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR WALLS AND AT EACH
<br />51. OPEN WEQ WOOD TRU55F5 ARE TO BE RED-55 A5 MANUFACTURE® BY RED BUILT CORPORATION AND
<br />SIDE OF ALL OPENINGS.
<br />FABRICATED IN A66ORDANrF WITH I.G.G. REPORT E51R31114, TRU55 FABRICATOR SHALL PROVIDE ALL
<br />REQUIRED BRIDGING AND BLOCKING, BOTH PERMANENT AND ERECTION. DESIGN CRITERIA SHALL MEET OR ALL BEARING STUD WALL5 SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO W00D FRAMING BELOW WITH 16d
<br />EXCEED THE FOLLOWING: NAILS AT b" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 51W DIAMETER ANCHOR BOLT5 WITH 3" C xl/4" PLATE
<br />WASHERS @ 4'-0" O.C., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED To
<br />ROOF TRU55E5: EACH OTHER WITH IOd-F NAILS @ W 0.6. STAGGERED, WHEN NOT OTHERWISE NOTED, PROVIDE 6YP5UM NALLE30ARD ON
<br />LOADING o INTERIOR 5URFAGE5 AND GYPSUM SHEATHING ON EXTERIOR SURFAGE5 ATTACHED TO ALL STUDS TOP AND 130TTOM
<br />TOP CHORD . .. ...... .......... .. . . 25 P5F SNOW LOAD PLUS 4'q P5F DEAD LOAD PLATES AND BLOCKING WITH 50REW5 AT b" O.C. USE 1-1/4 " W #6 56REIN5 FOR 1/2" 6W5 AND 51W 6W6 WHERE OCCURS.
<br />BOTTOM . . ........ ........ .. .... . 6 P5F DEAD LOAD USE 1-1/4" W #6 GALVANIZED 5CREIN5 FOR 1/2" GWB AND 5/6' EXTERIOR GYPSUM SHEATHING, WHERE OCCURS. VERIFY THE
<br />DEFLECTION
<br />LIVE LOAD. .. L/360 FIRE ASSEMBLY REOUIREMENT5 WHERE APPLICABLE WITH THE ARCHITECT.
<br />..............
<br />TOTAL LOAD ......... .... ... . L/240 B. FLOOR AND ROOF FRAMING: NAIL ALL MULTI J015T BEAMS TOGETHER WITH IOd-F NAILS ® 6" O.G. STAGGERED UNLE55
<br />(NOTE: TOP GHORO5 TO BE DOUGLAS FIR 5PEGIE5) OTHERWISE NOTED.
<br />52. TRU55 5UPPLIER5 NOTE: THE TRU55 CONFIGURATION5, INCLUDING DEPTHS AND MEMBER 51ZE5 SHOWN D. P051TIVE CONNECTIONS : PROVIDE THE FOLLOWING 51MP50N CONNECTORS AT TYPICAL FRAMING UNLE55 OTHERWISE
<br />ON THE DRAWINGS INDICATE THE DESIRED TRU55 CONFIGURATION AND A TO �E COMPLIED WITH WHEREVER NOTED ON PLAN OR DETAIL. PROVIDE GGQIEGGO CAPS AND PB5 BA5E5 AT POSTS. PROVIDE 06 BASE WHERE P05T
<br />PO5516LE. IF A TRU55 MANUFACTURER 15 UNABLE To MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE SEARS ON WOOD FRAMING BELOW. PROVIDE LUS SERIES HArNGERS FOR 2X FLOOR AND ROOF J0I5fi5. GONNEGTORS
<br />U55 CONFIGURATION INDICATED, THE MANUFACTURER 15 TO SUBMIT WRITTEN NOTICE TO THAT EFFECT TO SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS DEIN6 CONNECTED,
<br />THE ARCHITECT PRIOR TO SUBMITTING A C05T PROP05AL OR BID.
<br />IF A DIFFERENT SYSTEM 15 PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMIN6 OR -
<br />DETAILS, 5U6H SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT, AND AS NOTED IN 166 SECTION 1104.6, STRUCTURAL 055ERVATION 15 REQUIRED FOR THI5 PROJECT. STRUCTURAL 055ERVATION MEANS THE
<br />STRUCTURAL ENGINEER. VISUAL OBSERVATION OF THE 5 UGTURAL SYSTEM, INCLUDIN6 BUT NOT LIMITED TO, THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT
<br />CON5TRU6T10N STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND
<br />IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRU55 MANUFACTURER TO VERIFY THE AE16HT SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE IN5PEGTION5 REQUIRED BY
<br />AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO 5UBMITTING SHOP DRAWIN65. IT SHALL BE 1156 SECTIONS 110 AND 1104.
<br />NOTED IN THE TRU55 MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HA5 BEEN MADE FOR MECHANICAL
<br />i IN OUR STRUCTURAL OBSERVATION, WE WILL 5ELE6T PORTIONS OF WORK TO REVIEW CLOSELY A5 WELL AS OBSERVE THE 5TR.UGTURAL
<br />UNITS. SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND 5PEGIFIGATION5. SUCH REVIEW PROGEPURE5 WILL BE
<br />CONDUCTED IN ACCORDANCE WITH COMMONLY ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNPER5TANO5 THAT
<br />TRU55 51-IOP DRAWIN65 WILL NOT BE REVIEWED WITHOUT CAL6ULTIONS BEARIN6 THE STAMP AND 516NATUR 4, SUCH PROCEDURES INDICATE ACTUAL CONDITIONS ONLY WHERE THE REVIEW 15 PERFORMED AND THAT THE RESULTS WILL BE INFERRED
<br />OF A STATE OF WA5HINGTON REGISTERED PROFESSIONAL ENGINEER.
<br />� TO EXIST IN OTHER AREAS NOT REVIEWED,
<br />M
<br />MINIMIZE Z THE OF PROBLEMS
<br />A RA REVIEW. IS A TECHNIQUE EMPLOYED To M N i I E RISK L
<br />THE BUILDING OFFICIAL LSO RECOGNIZES THAT STRUCTURAL
<br />ARI51N6 DURING CONS CTION. STRUCTURAL OBSERVATION BY THE DE516N PROFE55IONAaL DOES NOT CONSTITUTE WARRANTY OR
<br />GUARANTEE OF ANY TYPE. IN ALL CASES, THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR
<br />ADHERENCE TO THE APPROVED PLANS AND 5PEG I F ICATI ON5.
<br />At
<br />L
<br />Angle
<br />d
<br />Penny (Nair)
<br />LL
<br />Live Load
<br />Diameter
<br />LLH
<br />Lang Leg Horizontal
<br />LLV
<br />Lang Leg Vertical
<br />A.B.
<br />Anchor Dolt
<br />LON61T.
<br />Longitudinal
<br />ADP'L
<br />Additional
<br />LT. WT.
<br />Lightweight
<br />ALT.
<br />Alternate
<br />APPROX.
<br />Approximate
<br />MATL,
<br />Material
<br />ARCH.
<br />Architect
<br />MAX.
<br />Maximum
<br />MEGH.
<br />Mechanical
<br />B.U.
<br />Built-up
<br />MEZZ
<br />Mezzanine
<br />B/
<br />Bottom of
<br />MF
<br />Moment France
<br />OF
<br />Braced Frame
<br />MFR.
<br />Manufacturer
<br />BLK6.
<br />Blocking
<br />MIN,
<br />Minimum
<br />BLDG.
<br />Building
<br />MISC.
<br />Miscellaneous
<br />BM.
<br />Beam
<br />MK.
<br />Mark
<br />BRO.
<br />Bearing
<br />BTWN,
<br />Between
<br />N.
<br />North
<br />N.5.
<br />Near Side
<br />CL
<br />Genterline
<br />NIC
<br />Not in Contract
<br />6
<br />Camber
<br />NO.
<br />Number
<br />6 TO 6
<br />Center to Center
<br />NOM.
<br />Nominal
<br />61P
<br />Cast In Flake
<br />NT5
<br />Not to Scale
<br />C.J. Construction
<br />Joint or Control Joint
<br />GLG.
<br />Ceiling
<br />O.C.
<br />On Center
<br />GL.
<br />Clear
<br />O.P.
<br />Outside Diameter
<br />Civil)
<br />Concrete Masonry Unit
<br />O.F.
<br />outside Face
<br />CNTR.
<br />Center
<br />O.H.
<br />0ppo5ite Hand
<br />COL,
<br />Column
<br />OPN6.
<br />Opening
<br />GONG.
<br />Concrete
<br />OPP.
<br />0ppo5ite
<br />GONN.
<br />Gonnections
<br />6ON5T.
<br />Gon5truction
<br />PAF
<br />Po der Actuated Fastener
<br />6ONT.
<br />Gontinuoug
<br />PC
<br />Precast
<br />GJP
<br />Gomplete Joint Penetration
<br />PERM.
<br />Permanent
<br />65K.
<br />Gounter5ink
<br />PERP.
<br />Perpendicular
<br />PL or fE
<br />Plate
<br />PBA.
<br />Deformod Bar Anchor
<br />PLF
<br />Pounds per linear Foot
<br />PBL.
<br />Double
<br />PLYWD
<br />Plywood
<br />DEG.
<br />Degree
<br />PJP
<br />Partial Joint Penetration
<br />PET.
<br />Detail
<br />PREFAB.
<br />Prefabricated
<br />OF
<br />Doug Fir -Larch
<br />PROJ.
<br />Project
<br />PIA.
<br />Diameter
<br />P5F
<br />Pounds per Square Foot
<br />DIA6,
<br />Diagonal
<br />P51
<br />Pounds per 5cpare Inch
<br />DIAPR
<br />Diaphragm
<br />P.T.
<br />Post -Tensioning
<br />DIM.
<br />Pimen5ion
<br />P/T
<br />Pre55ure,-Treated
<br />ON.
<br />Down
<br />DO
<br />Ditto
<br />RAD.
<br />Radius
<br />DWG.
<br />Drawing
<br />REF.
<br />Reference
<br />REINF,
<br />Reinforce or Reinforcement
<br />(E)
<br />Existing
<br />REOP.
<br />Required
<br />E.
<br />East
<br />REV.
<br />Revl5e
<br />EA,
<br />Each
<br />R.O.
<br />Rough Opening
<br />E.F.
<br />Each Face
<br />EL.
<br />Elevation
<br />S.
<br />South
<br />ELEV.
<br />Elevator
<br />5CH, or 5CHED. Schedule
<br />EMBED,
<br />Embedment Length
<br />SECT.
<br />Section
<br />EN6R.
<br />Engineer
<br />5HT.
<br />Sheet
<br />E.W.
<br />Each Way
<br />51M.
<br />Similar
<br />EXP.
<br />Expansion
<br />506
<br />51ab On Grade
<br />EXT.
<br />Exterior
<br />SPEC.
<br />Specification
<br />50.
<br />Square
<br />FOR
<br />Foundation
<br />50. FT.
<br />Square Feet
<br />FIN.
<br />Finish
<br />50. IN.
<br />h
<br />Square I `n ua e Inch (Inches)
<br />es)
<br />FLR.
<br />Floor
<br />5TO.
<br />Standard
<br />FRP
<br />Fiber Reinforced Polymer
<br />STIFF.
<br />Stiffener
<br />F.5.
<br />Far Side
<br />5TL,
<br />Steel
<br />FT.
<br />Foot or Feet
<br />STR,
<br />Structural
<br />FT6.
<br />Footing
<br />SUB.
<br />Substitute
<br />5YM.
<br />Symmetrical
<br />GA,
<br />Gauge
<br />GALV.
<br />Galvanized
<br />T/
<br />Tap of
<br />GL
<br />Glue Laminated
<br />T B
<br />Top and Bottom
<br />CRP.
<br />Grade
<br />T G
<br />Tongue $ Groove
<br />6WE3
<br />Gypsum Wall Board
<br />THRU
<br />Through
<br />TEMP.
<br />Temporary
<br />NF
<br />Hens Fir
<br />T.O.C.
<br />Top of Concrete
<br />HGR.
<br />Hanger
<br />T.O.5.
<br />Top of Steel
<br />HORIZ,
<br />Horizontal
<br />T.O.N.
<br />Top of Wall
<br />H55
<br />Hollow Structural Section
<br />TRANS.
<br />Tran5ver5e
<br />HT.
<br />Height
<br />T5
<br />Tube Steel
<br />TYR
<br />Typical
<br />I.D.
<br />Inside Diameter
<br />I.F.
<br />Inside Face
<br />UON or UNO
<br />Unlesc, Otherwise Noted
<br />IN.
<br />Inch
<br />INFO.
<br />Information
<br />VERT.
<br />Vertical
<br />INT.
<br />Interior
<br />VIF
<br />Verify in Field
<br />JT.
<br />Joint
<br />W.
<br />West
<br />WI or wl
<br />With
<br />K5F
<br />Kips per Square Foot
<br />V10
<br />Wood
<br />K51
<br />Kips per Square Inch
<br />W.H.5,
<br />Welded Headed Stud
<br />NO
<br />Without
<br />WP
<br />Work Paint
<br />W.T.5.
<br />Welded Threaded Stud
<br />F
<br />Welded Wire Fabric
<br />X SE( T.
<br />Cross Section
<br />X®5TR
<br />Extra Strong
<br />LLI
<br />W)
<br />LL
<br />®�
<br />w
<br />Job Number.
<br />lily
<br />f
<br />
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