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2x TREATED LUMBER X-GP 12 Pb 525 250 115
<br />TO CONCRETE w/ 1.55" EMBED
<br />(2000 P51 MIN.)
<br />LT. GAUGE STEEL X®U 21 Pb 515 Iq0 165
<br />55 MILS (20 GA.) MIN.
<br />TO CONCRETE
<br />(2000 P51 MIN.)
<br />LT. GAUGE STEEL X®U Iq Pb TH 445 560
<br />45 4 55 MIL5 (lb 4 20 6A.)
<br />TO STRUCTURAL STEEL
<br />(5/16" MIN. TO 11/16" MAX)
<br />LT. GAUGE STEEL art, 65 X-U la Pb TH 120 555
<br />54 MIL5 (12,14 16 GA.)
<br />TO STRUCTURAL STEEL
<br />(5/16" MIN. TO II/16" MAX)
<br />52. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE
<br />INSTALLED USING "AT®XP" ADHESIVE A5 MANUFACTURED BY 51MP50N 5TRON6®TIE ANCHOR SYSTEMS.
<br />INSTALL IN 5TRICT ACCORDANCE WITH IAPMO UE5 REPORT NO. ER-265, INCLUDING STANDARD EMBEDMENT
<br />REOUIREMENT5 U.O.N, PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW KITH I.C.C. OR IAPMO UE5
<br />REPORTS INDIGATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION
<br />15 REWIRED.
<br />6ENERAL
<br />STRUCTURAL
<br />f Ur"Ua NOTE5
<br />(The, �olloknq apply unless Ehom otherNige, on the, plam)
<br />ADJUSTABLE ANCHORS SHALL COMPLY WITH A61 550 REQUIREMENT5 AND BE 5PAGED AT 16" O.C.
<br />VERTICALLY AND A MAX. OF 16" O.C. HORIZONTALLY.
<br />THE MAXIMUM HEIGHT OF CONTINUOUS BRICK VENEER FROM A CONCRETE FOUNDATION SHALL BE 50 FEET.
<br />PROVIDE VERTICAL EXPAN51ON JOINT5 IN CONTINUOUS VENEER ® 25' O.G. MAX. TYPICAL U.O.N. LINTEL
<br />ANGLES OVER OPENINGS 4'-0" HIDE OR LE55 SHALL BE L5 1/2" X 5 1/2" X 1/4" HOT DIP GALVANIZED, U.N.O.
<br />AND SHALL BEAR ON A MINIMUM OF 4" OF MASONRY EACH END.
<br />5
<br />56. 5TRUCTURAL STEEL DESIGN FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS
<br />OF THE A.I.5.G. SPECIFICATIONS AND GODE5:
<br />A. A156 - STEEL CONSTRUCTION MANUAL, 14TH EDITION
<br />B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES:
<br />G. 5PEGIFIOA+TION FOP, STRUCTURAL JOINT5 U51NO A5TM A525 OR A4q0 BOLTS.
<br />51. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br />TYPE OF MEMBER A5TM 5PEGIFI6ATION Fq
<br />A. WIDE FLANGE (H AND NT) SHAPES Agg2 50 K51
<br />B. ALL OTHER SHAPES A56 56 K51
<br />0. PLATE A56 OR A512 56 K51 (MIN.)
<br />D. PIPE SECTIONS A55 (TYPE E OR 5, GRADE B) 55 K51
<br />E. STRUCTURAL TUBING (SQUARE OR RECTAN(5ULAR) A500 (GRADE B) 46 K51
<br />F. ANCHOR BOLTS (EMBEDDED IN F 1554 (GRADE 56) OR 56 K51
<br />MA50NRY OR CONCRETE) F1554 (GRADE 55, 5UPP. 51) 55 K51
<br />G. CONNECTION BOLTS A525-N q2 K51
<br />(1/6" ROUND, UNLE55 5HONN OTHERNI5E)
<br />H. CONNECTION BOLTS A501 56 K51
<br />R34" ROUND, UNLE55 5HONN OTHE 15E)
<br />I. THREADED R005 A56 56 K51
<br />SUBSTITUTION OF MEMBER 51ZE5 OR STEEL GRADE SHALL NOT BE ALLONED HITHOUT PRIOR APPROVAL OF
<br />THE ENGINEER. STEEL BEAMS ARE EQUALLY 5PAGED BETHEEN DIMEN51ONF-D POINT5. ALL 5TEEL ANCHORS
<br />AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. ALL
<br />STEEL TO BE FIREPROOFED SHALL BE LEFT UNPAINTED. ALL OTHER STEEL SHALL HAVE ONE GOAT OF
<br />APPROVED SHOP PAINT.
<br />STRUCTURAL STEEL AND CONNErTION5 EXP05ED TO HEATHER OR EARTH SHALL BE HOT -DIPPED i
<br />GALVANIZED AFTER FABR16ATION IN COMPLIANCE HITH A5TM A125. GALVANIZE BOLTS AND 51MILAR 0
<br />THREADED FASTENERS F-XP05ED TO NEATHER OR EARTH IN AGWROANC.E NITH A5TM A153. ALL FIELD
<br />NELD5 EXP05ED TO HEATHER OR EARTH SHALL BE 60ATED V41TH BRUSH APPLIED ZINC RICH PAINT
<br />P ,• A180 OR i
<br />A MINIMUM OF THO BOLTS ARE REQUIRED FOP, ALL CONNECTIONS. ALTERNATE CONNECTIONS To TH05E
<br />5HONN ON THESE PRANINC75 HILL RFOUIRE PRIOR APPROVAL OF THE ENOINEER.
<br />ALL MEMBERS ARE TO BE ERECTED NITH THE NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLF-55
<br />OTHERNISE NOTED ON THE PRAHING5. BEAM CAMBER ON THE DRANING5 15 THE UPHARD ( AMBER REOUIREI
<br />IN THE BEAM AS DELIVERED TO THE JOB51TE. CONTRACTOR TO CONSIDER CAMBER LOSS, IF ANY, DUE TO
<br />SHIPPING AND HANDLING.
<br />TRACK 5E6TION5 SHALL BE UNPUNCHED AND HAVE AT LEAST 1-1/2" FLANGES AND MATCH STUD THICKNESS.
<br />WALLS HHI6H HAVE 5HFATHIN6 CONNECTED ON ONE 51DE ONLY SHALL HAVE UN5HEATHED FLANGES
<br />LATERALLY SUPPORTED IN ACCORDANCE KITH THE DETAILS.
<br />45. FRAMING LUMBER: SHALL BE KILN DRIED OR MG-Iq (MOISTURE CONTENT LE55 THAN lq%), AND GRADED
<br />AND MARKED IN CONFORMANCE KITH H.6.L.I.B. STANDARD NO. li GRADING RULES FOR NEST COAST LUMBER.
<br />FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
<br />J015T5: (2X, 5X, AND 4X MEMBERS) . .. .... .. .... .... .... .. . DOUGLAS FIR OR HEM -FIR NO. 2
<br />BEAM5 AND 5TRINGER5: (INCLUDING 6 X AND LARGER MEMBER5) . .......... .. . DOU6LA5 FIR NO.
<br />P05T5 AND TIMBERS: . ..... ... ........ .... ........... . 1)OU6LA5 FIR NO.
<br />5TUD5 PLATES 4 M15GELLANEOU5 LIGHT FRAMING: . .. .. ...... . DOU6LA5 FIR OR HEM -FIR NO. 2
<br />(AS NOTED ON PLANS / DETAILS)
<br />46. WOOD 5ETTLEMENT SHRINKAGE: DUE TO CROSS GRAIN WOOD SHRINKAGE, TH15 BUILDING 15 EXPECTED
<br />TO SETTLE APPROXIMATELY 1/8 TO 1/4 INCH PER STORY. ALL UTILITIES SHALL BE DESIGNED WITH FLEXIBLE
<br />JOINTS OR OTHER MEANS TO APPROPRIATELY A660MMODATE TH15 NORMAL SETTLEMENT, ALL INTERIOR
<br />AND EXTERIOR SHEATHING AND FINISHES SHALL BE IN5TALLED SUCH THAT NO DAMAGE HILL OCCUR,
<br />5HRINKAGE 15 EXPECTED IN THE THIGKNE55 OF THE HALL PLATES AND NOT IN THE LENGTH OF THE WALL STUDS
<br />41. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN 60NFORMAN6E HITH A5TM D3131 AND AN51
<br />AIgO.I STANDARDS EACH MEMBER SHALL BEAR AN A.I.T.G. IDENTIFICATION MARK AND SHALL BE
<br />A66OMPANIED BY AN Ad7.6. CERTIFICATE OF CONFORMANCE. GERTIFi6ATE5 OF GONFORMANrF MUST BE
<br />MADE AVAILABLE TO BUILDING INSPECTORS. ALL SIMPLE 5PAN BEAMS SHALL BE DOU6LA5 FIR
<br />COMBINATION 24F®V4, Fb A 2,400 P51, Fv o 240 P51, E a I,bOO K51. ALL CANTILEVERED OR GONTINUOU5
<br />BEAM5 SHALL BE DOU6LA5 FIR GOMBINATION 24F®Vb, Fb = 2,400 P51, Fv � 240 P51, E ® I,800 K51.
<br />GAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 5,000' RADIU5 UNLE55 SHONN OTHERN15E ON THE PLANS.
<br />ALL GLUE LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 2, Fc ® 1,g50 P51, Fby o I,bOO P51, Fbx
<br />® 1,100 P51, E 1,600 K51 (4 LAM5 MINIMUM DEPTH); OR COMBINATION 5, Fc = 2,500 P51, Fby 2,100 P51, Fbx
<br />® 2,000 P51, E 1,100 K51 (4 LAM5 MINIMUM DEPTH) (60MBINATION PER PLAN).
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<br />Drawing:
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<br />,Job dumber:
<br />17315.03
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