HomeMy WebLinkAboutDSED - CLEARANCE BAR N••
8'-2" (98") HORIZONTAL CROSS ARM 8'-2" (98") HORIZONTAL CROSS ARM I I •,Q��,C`AE
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1. PAINT TO MATCH PINK PMS 219 C, GLOSS FINISH
2. PAINT TO MATCH PMS COOL GRAY 1 C, GLOSS FINISH 2'-4 1/2" (28.5") 16" T-0 1/4" (36.25") NO.67382
3. OPTIONAL REFLECTIVE FILM; _ *� * •*
3M IJ680CR-10 SCOTCHLITE REFLECTIVE 214 1,4
STATE OF
MCS(LATEX OR SOLVENT INKS) �0•'. `
8519 LUSTER PROTECTIVE LAMINATE PRINTED TO MATCH ... '' ' 4`�'•�O RIP'••• EN�uEE",5
-PMS 165 DUNKIN'ORANGE 4" 6SS1ONAL��C� NATURE
-PMS 219 DUNKIN'PINK , m
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-PMS 7540C DUNKIN'GRAY c a
-PMS COOL GRAY 1C 2fOU2
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4. OPTIONAL 24"X 24"MEDALLION SIGN WITH REMOVABLE/ CLEARANCE 9'-0" CLEARANCE 9'-o" 4" 4" 1, 2 U O v
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ADJUSTABLE PLATES, SINGLE SIDED VINYL = r- 5'-0" (60")CLEARANCE BAR -1 r- 5'-0" (60")CLEARANCE BAR _l 3m—
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ADDITIONAL NOTES: _ W o T
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ARTWORK FONT: DUNKIN SANS DISPLAY Q 5 = o 0
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120 VOLT CIRCUIT,TO BE CONFIRMED BY SITE 0 3 = 3
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CLEARANCE TO BE CONFIRMED BY SITE bo U
Z This document has been
< digitally signed and sealed by
Q Christian Langley,PE on the
PMS VINYL ' op w date noted in this digital
0 3 1/2"X 3 1/2"X 3/16" J signature. Printed copies of
PMS 165-DUNKIN'ORANGE 3M#3630-3123 SQUARE STEEL TUBE U this document are not
considered signed&sealed,&
MS 219-DUNKIN'PINK 3M#3630-1379 o on anyelectrnature mccopieust be erified a
on any rn
Serial:45759E OOPo80 43 2010 66 6C D2 N
PMS 7540C-DUNKIN'GRAY 3M#7725-41 0
Di signed
MOUNTING PLATE SET BACK �, Digitally gned +r
PMS COOL GRAY 1C 3M#7725-11 18" FROM FACE OF 6"CURB, TYP. by Christian C
Langley LM Al
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10"SQ x 1/2"THK Date:2020.09.14
STEEL BASE PLATE j-
W/0 1/2"CAST-IN ANCHOR BOLTS All
15:31:55 -04'00' Y
DRIVE THRU SURFACE x 32"EMBED TO CONCRETE: �
(4)TOTAL AT MIN 8"O.C. w
_ -g w
oLn
v
I
m CONCRETE FOOTER(2500 PSI),WITH U SIDE VIEW (ELEVATION) x CO
O SIDE VIEW (APPROACH) E 0
1/2" THICK r» (6)#5 BARS VERT TIES AT 12"O.C. 6"OF EXPOSED THREAD
STEEL PLATE SCALE : 1/2" = 1'-0° ANc o s(4j' °cT SCALE : 1/2" = 1'-0"
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N „
-C Y
r M 3 1/2" X 3 1/2" X 3/16" 30" DIAM =o
s n" SQUARE STEEL TUBE ° YI
O SIDE VIEW (APPROACH) N Y
Bolts Spacing is 8" OC SCALE : 1/2"= 1'-0° 26
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MOUNTING PLATE DETAIL SOIL STATEMENT
CONC.FOOTING O
Placed at the beginning of the dedicated DT lane Visual inspection indicates designed.
P.S.F. ,a
for which footings are designed. If a ,a J
bearing capacity of less than 2,000 P.S.F. 0
_ V)
is encountered at site, the engineer should " a
be notified before proceeding with work. -9-- U
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1740 HILL AVENUE CUSTOMER: DESIGNER: Pam Reeves COPYRI:H2e State of:Florida o
BY KEM & � County of:Palm Beach II X
DATE: 09.11.2020 C SERVIL �WEST PALM BEACH, FIL pVNKIN , RIGHTS D The forgoing document was acknowledged
33407 before me day of
o r;;
561-840-6382 903 E. PRIMA VISTA BLVD Es0000zzs ^ °a
Electrical Qualifier: Your Name Here,Notary Public u O
ES0000229 FAX: 561-840-6385 PT ST LUCIE, FL Stephen M. Kemp My Commission Expires: a a
-Design requirements Code 2017 for use within&outside the High Hurricane Zone HVHZ.-This engineering certifies the structuralinte integrity ofthoses stems components,and/or other construction explicitly specified -Electrical notes details,&specifications provided and are the soleres responsibility of erformedandnocertificationofsuchisintended.•Structuraldesi nmeetsre requirements AISC360-10 ADM1-15&NDS-15
General 9 q 9 ( ) 9 Y ( ) 9 9 Y 9 Y Y P p Y p P p Y P Y p 9 q .
Notes: as applicable.•Steel components shall be coated,painted,or otherwise protected against corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a),or plastic/neoprene spacers provided.•All exposed fasteners shall be S.S.or have a protective coating for corrosion protection.•All welding shall comply with AWS requirements.•Steel welds:E70xx electrodes.•Aluminum welds:4043 filler alloy.•Alum extrusions:6063-T6 or stronger,U.N.O.