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ALUM. TUBE 4" X 4" X 1/8" ALUM, TUBE 4" X 4' X 1/8"
<br /> TOP & BOTTOM CHORDS FLOOR BEAMS, TIP. 4O'm11 3/4" DECK LENGTH
<br /> 4'-2 15/16" 4'-2 15/16" 9 SPACES @ 4'®0" . 24'®O" 4'-2 15/16" 4'-2 15/16" DESIGN CRITERIA
<br /> - ,. - � ,
<br /> ALUM. TUBE
<br /> a - - -- - APPLICABLE CODE, 2015 INTERNATIONAL BUILDING CODE,
<br /> 4" X4' X1/8" _ LUG ,
<br /> 1 END POOR BEAM ; DEAD LOAD: ALL STRUCTURE W/ 10 PPF UTILITY ALLOWANCE
<br /> -toAL UM. L4" X 4�" X 3/8" LIVE LOAD: 100 PSF (UNIFORM) OR 400 LBS (ON 1 SF)
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<br /> END FLOOR �®A�i, TYP, .
<br /> WIND LEAD IBC 1®0 MPH, EXP, 'D', MINOR STRUCTURE
<br /> -F LUG q_ '- `�
<br /> -,,- 7-,�,14_, :�� /'�(iG a - .7()'� �-,S. l
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<br /> ALUM, TUBE 2" X 2" X 1/8" FRP GRATE DECK NOT 5t.t('2 r A E/A2 r; >> Si3O v .r 5�'
<br /> ALUM, ANGLE 4" X 4" X 3/8" ALUM, TUBE 2" X 2' X 1/8" TRANSVERSE DECK SUPPORTS SHOWN FOR CLARITY
<br /> ABUTMENT MOUNT CLIPS, TIP, FLOOR DIAGONALS, TIP, CENTERED BETWEEN FLOOR DESIGN NOTES
<br /> PLAN BEAMS, TIP, •
<br /> TOP CHORD SPLICE DESIGN OF WALKWAY ASSUMES THAT THE ABUTMENT AND
<br /> STAGGER ALL SPICES, TIP, THE CONNECTION AT THE BUILDING (DESIGNED BY OTHERS)
<br /> 2'm1 7/16" 4'-2 15/16" 4'-1 1/2" 5 SPACES @ 4'®0" 2O'mO" 4'®1 1/2" 4'm2 15/16" 2'®1 `//16" ARE ADEQUATE FOR THE SAFE AND STABLE SUPPORT OF
<br /> THE WALKWAY,
<br /> 5 5/8" 3 II16n
<br /> ALL WELDING SHALL DE PERFORMED IN CONFORMANCE
<br /> _ - - - 4.� ® WITH THE LATEST AWS D1,1 (STEEL) OR D1,2 (ALUMINUM)
<br /> yWELDING C®DES BY AWS OR WAB® CERTIFIED STRUCTURAL
<br /> WELDERS,
<br /> ALUM, TUBErAmormA\IFF w wAkwAL AILCOVER PLATE4" X 2" X 1/8" 1. �rak711rjeriniLFEWA.
<br /> 11-W‘ /Wivl FAM IMF lir V ' VA ALL ALUMINUM IS ALLOY 6061-T6 EXCEPT AS NOTED,
<br /> END RETURNS, TIP, -- _ ALL CARBON STEEL SHALL BE HOT DIPPED
<br /> f W B ALUM. TUBE 4" X 2" X 1/8" 1/2" CAMBER MID-SPAN D�
<br /> ®* GALVANIZED AFTER FABRICATION.
<br /> ABUTMENT TRUSS WEBS, TIP. .11LQ„ BOTTOM CHORD E� BUILDING ESTIMATED SHIPPING WEIGHT IS 1,938 LBS,
<br /> MOUNT CLIPS SPLICE, TIP, MOUNT LUGS
<br /> 40'-11 7/8" PIN-TO-PIN
<br /> ELEVATION .
<br /> 4,"
<br /> 3/16 SIDES FLUSH, 3/16 \ WEB, TIP. „
<br /> TYP, 1/� /�� 0 TOP CHORD
<br /> TIP, FLOOR BEAM TIP. w
<br /> �_.__._ ---_v_ 3/16 I __-_.__. --_- _. �. .. ALUM. BAR 3 1/2" X 1/4"
<br /> 3/16 I - -�''� ,r �. _, SPLICE (ONLY
<br /> *NOTE; TRANSVERSE WELDS WHERE SHOWN) EACH SIDE OF CHORD, TIP, `J
<br /> 3/16 ‘ithh, ARE REQUIRED ONLY AT THE 3/8" END WEBS SIDES FLUSH, 1/8 TOP CHORD SPLICE SIM. `� `�
<br /> TYP, ��� �� TYP,> 1/8 3/8" END WEBS W/O SPLICE PLATES, TYP, 6" 6"
<br /> 3/16 / FIRST FOUR END WEB CONNECTIONS ® INTERIOR WEBS
<br /> AideON EACH SIDE OF EACH END, \� \� �/ Q" INTERIOR WEBS II:" 1" \\�1111, ,, E.
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<br /> FLOOR DIAGONAL1-1-= MN_ Air cr
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<br /> 1/2" ` BOTTOM CHORD ,
<br /> 1l� �i �i \\ v\ TOP CHORD 1/2"R, TIP, Vir -.6"111-7111,
<br /> TYP, 3/16 _ 1/2" BOTTOM CHORD i i \ \.
<br /> ?'' BOTTOM CHORD
<br /> TIP, 1/8 FLOOR BEAM *EN 3/16 WEB, TYP
<br /> ONLY,WTYP
<br /> TOPS FLUSH, 1/8 - -` 1/8 _ _ 3/16 ' - TYP, � :I - 4'3/16 /r - TIP,
<br /> TIP. 1/8 1/8" V
<br /> DETAIL A DETAIL B *NOTE; TRANSVERSE WELDS PETAIL D
<br /> ARE REQUIRED ONLY AT THE -
<br /> FIRST FOUR END WEB CONNECTIONS DETAIL .
<br /> ALUM. TUBE 4" X 4" X 1/8" ON EACH SIDE OF EACH END.
<br /> 4'-1" TOP CHORD TIP, 0
<br /> 1 1/4" SCH 40 PIPE ALUM, HANDRAIL
<br /> L7/8" FULL®LEND TH, BOTH SIDES
<br /> 3 5 _ _ _
<br /> - - A_UM, ANGLE 3" X 2 3/4" X 1/4"
<br /> INSIDE HANDRAILS - - ---- -- _--- - -- -- -- - -
<br /> O HANDRAIL MOUNT CLIPS, TIP CAP OPEN ENDS W/
<br /> Q . 0 ALUM, � 1/8", TIP. MIIIII 7,.
<br /> ,4, _
<br /> ALUM, TUBE 4" X 2" END ALUM, TUBE 4" X 2"
<br /> o 3/16 END RETURN
<br /> EACH WEB,\ \ AND INTERIOR WEBS
<br /> AIIIIIIIILIIIIII
<br /> O TYP,/ 3/16 9 n < ,,.
<br /> 0 ® 1/2"0 ALUM, PIPE RAILS, , "1 /J i'�-�a (,. i )f �� I o o - FULLLENGTH, BOTH SIDES 1 5208 9 , 2l �J D AVI
<br /> EACH WEB, BUFF V WA
<br /> ® 3/16 /1 1 1/2" TALL (1 1/2" SQ, PATTERN) LUSH 1/e 0 _
<br /> MOLDED FRP GRATE DECK WITH 111
<br /> GUSSET CUT FROM ALUM.
<br /> 0 SIDERAILS TO PREVENT ' NON-SLIP SURFACE FASTENED TO BUFF 1/8 TUBE 4" X 4" X 1/8" ,��- D. q��
<br /> �� PASSAGE OF 4" SPHERE b TRANSVERSE SUPPORTS W! SS CLIPS, FLUSH 1!� �� ii 4 '
<br /> 11..111111111111111111111111L1DEVISED 01 J ,..,, N 2020
<br /> >� �1���nl �f 1/40 SS BOLTS AND NYL©CK NUTS, � _ _ � �y.�� � � ©�
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<br /> TIP, (3/4" MAX, GAP AT SIDES) TIP> r "
<br /> 3/16 /
<br /> ® __ __-CA --- - _ � y 3 w, , , ~ � } MANTLE INDUSTRIES ; , LLC® PH 13609 332-6276
<br /> �i 4" "_ N__. 1 END O F ;/:91-NRT- 4:
<br /> ' fir.>'` c,f 2 1100 C YEW AVENUE BLAINE WASHINGTON 98230
<br /> W9ALUM, TUBE4 1 ] ' ���,��: ����®�® ®�: ��� ova" P „ CHORD & DECK �'� ALUM, TUBE 2 X 2 BOTTOM CHORD � \ - `°, �� DCEr' FLOOR DIAGONAL �� �� " TO MATCH MOUNT ����: _ ���� �: __Q �� ALUM, TUBE 4 X 4 X 1/� CLIP ANGLE 01/9 N , TIPMAR 2O
<br /> ALUM, TUBE 2" X 2" X 1/8" I'Z' 4i C1 L Z"; FLOOR BEAMS, TYP, MARI CTURES
<br /> TRANSVERSE DECK SUPPORT, TIP, ��1 e',_ is;W_, ; , i, Y� ��A���®� �ILA.(� WAL <WAY
<br /> ENGINEERING, INC. EVER TT, WA
<br /> ����� ���4 COMMERCIAL AVE #364 _ DRAWING NUMBER
<br /> SECTION E £_ D DETAIL ANAC®RTE IAL V # 4'-1" X 41'©O" WALKWAY
<br /> a -
<br /> �g PLAN, ELEVATION, SECTION & DETAILS 2 OF 3 -
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