|
e7AIlz;;Z SET Idea
<br />57RUCTURAL NOTE5.
<br />1)
<br />CON57RUCTION - USE 5-2X12
<br />I.
<br />2.
<br />100 F5F LIVE LOAP.
<br />FASTENERS, HAN6ER5, NAILS ETA., MU57 SE 5TAINLE55
<br />1,
<br />ALL PIMEN51ONS MU57
<br />General, Notes
<br />57FZIN6ER'-:7,,,NI7H a 2X4 eTRON6
<br />e7EELHOT-17)IFFEI�) C7ALVANIZF-17�, AS 5FECIFIOALL-t-
<br />BE FIELD
<br />5AC,<e AND TAX 17�Er.,IQN6 AS TREAD
<br />REOUIREI� FOR THE eFECIFIEI�) NOOD FRF-5F-R\/A71\/E
<br />2�
<br />FOR ELEVATIONS SEE
<br />14EL
<br />C, TA
<br />MATERIAL,
<br />USED. THE COATIN6 NE16H7e FOR ZIN(--�-rOA7EZ�
<br />e H E lL--- 7 AI I
<br />v
<br />22)
<br />57AIR 7REAr�l HEIC-,,H7 - MAX R15E 15
<br />FA5TENl&:.--.R5 TO IN BE A,,C-,00llz,70ANCE N17H A57M A155.
<br />.
<br />2X(b FONT'
<br />III MINIS 15 4", MAX VARIATION 5".
<br />a
<br />FROVIZ,-�E DOCUMENTATION IN THE FIEELZ� 5HOVNIINTH & E
<br />5�
<br />Z�EC,<IN& MATERIALS
<br />NALL 67UARD
<br />5)
<br />IF R15E IS OVER 4" THE TOE <IC,<
<br />REOUIRED FASTENER FROTEOTION FOP, THE NOOL�
<br />SHALL BE 7REX
<br />RAIL� T-111 BOTH
<br />ML15 T 5E CL05EI�� OFF.
<br />CHOSEN FOR "rr-.)UR DEC,<.
<br />41
<br />DECKIN& MATERIAL IS
<br />-8 41.
<br />18TV,
<br />SIDES.
<br />4)
<br />STD i T, L7
<br />A
<br />II
<br />RESISTANT 70 DECA--r. TREAT CUTS, HOLES AND
<br />5HONN ON Z�EC,<IN&
<br />E3 SDS -!"X5 J-
<br />5)
<br />e7AIR 7REA17� N05INC-v 1 MAX
<br />NOTCHEe NITH ENP-CL)T SOLUTION,
<br />FLAN.
<br />4 2
<br />D'TTlZ(D4'OG
<br />T
<br />VARIATION Or a
<br />4.
<br />JOIST TO SEAM (5) e5d - TOE NAILED
<br />5.
<br />PON)` NALL AND
<br />1
<br />6)
<br />INSTALL HANr7IRAIL 54"-5all OFF
<br />5,
<br />5LOC,<IN& OF, 5RIDC-,IN& TO JOIST (2) 106 - TOE NAILE17
<br />6UARDRAIL SHALL 5E
<br />STEPS.
<br />AT F-ACH ENr��.
<br />DTT2Z IFUT ONE NEAR
<br />6,
<br />CO'MFOSI7E DEC,<IN6, - FOLLON MANUFACTURE5
<br />CCVERE17' IN 7-111
<br />EAC,H END AND ONE
<br />2Xb PON"r NALL
<br />2XI2 JOISTS
<br />IN5TRUC,71ONS.
<br />ell;>IN& 70 MATCH
<br />AT MIDDLE OF DEG<,
<br />ON roX8 CONGRETE
<br />1
<br />@12" OC,
<br />-7�
<br />MANUFACTURED GONNECTOR5 - FOLLON MANUFACTURE5
<br />BUILDIN6, E30TH SIDES.
<br />6' 6"'
<br />STEM NALL COVER
<br />I
<br />5-611
<br />'TION5.
<br />IN5TRUG
<br />IN T-111 BOTH 5IDEI-5.
<br />ASPHALT
<br />4x4 P05T5
<br />5TITCH NAIL
<br />V-411
<br />NITH FRAMINC-7
<br />46
<br />4
<br />EXISTIN6, lb"
<br />GONC,RETE
<br />FAD
<br />10 1
<br />(b," ANCHOR BOLTS &'Or.,
<br />12"-#4 RE3 DRILLED/EFOXY
<br />INTO SLAB o2'OG KITH 1 #4
<br />HORIZONTAL BAR.
<br />5 CHANGES
<br />29SEP21
<br />4 CHANGES
<br />28JAN21
<br />3 CHANGES
<br />12JAN21
<br />2 CHANGES
<br />IODEC20
<br />OTT:2Z KITH 11 BOLT IIECKING PLAN GUARDRAIL FRAMING PLAN
<br />A N P BOLT� 1/4 �9=19V
<br />DOUBLE 2XI2 FOP, 4
<br />BUTT CONNEGTION
<br />PLAN VIEN ccq
<br />q
<br />>- 00
<br /><
<br />42" '7u NF p Rldl;
<br />W 4'
<br />k1lool
<br />ELEVATION ViEyl DE.
<br />co
<br />0-4
<br />PT 2X32al2"GC,,
<br />51
<br />UARD RAIL POST BOLTING DETAIL
<br />IF LEI
<br />E3LE 8' FRF TAE3LE
<br />TALL
<br />BECK FRAMING PLAN
<br />-mull
<br />
|