HomeMy WebLinkAboutSEALED DRAWINGS SIDE6'-0"
C
6'-0"
x1.25" retainer
f I , 1.5" white trapline
4'-11 1/4"
face detail
not to scale
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General •De:ign cordancewith the requiremen sof the Fla Bldg Code6th Ed (7017)foruse within&ou outside High Velocity Hurricane Zone (HVHZ).•This enggin ggcertifiesonlyythes ructural integrityy of those systems,mmponents,and/orother construction explicitly specified herein.•Electricalnotes, de ails,&specificationsareprovidedbyandarethesoleresponsibil-
• iTy oftheelectrical contractor. No electrical review has been performed and no certification of such is intended.• Structural design meetsrequirements of ACI31�8-14, AISC 360-10, ADM1-15,&NDS-15,a,applicable.•Steel components shall be coated,painted, or otherwise pprotected aggainst corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact wrth steel
Notes: or embedded in concrete shall be Painted or protected as PresePbredin ADM1-150a), or Plastic/neoprene spacers.rovided.• Allexposed fasteners shall be SS. or havea Protective coatino for corrosion Protection. -All weldino shall be Per AWS rectuirements.•Steel welds: E70xx electrodes. -Aluminum welds: 4043 filler allov.•Alum extrusions: 6063-T6 or stronger, U.N.O.
• SINGLE FACE INTERNALLY ILLUMINATED"
WALL SIGNS.
• LED ILLUMINATION.
• 51/2"EXTRUDED ALUMINUM CABIN
RETAINERS PAINTED BRONZE. IV&
• FORMED POLYCARBONATE FACES
WITH EMBOSSED GRAPHICS. STATE OF
• TRAPLINE PROPORTIONAL1ON� � n I
D ®
LOGO FIELD.
WHITE FLANGE
• WALL SIGNS TO UTILIZE $AME; 0�0 I,NG i. 1
AS PYLON FAMILY.
2"PAN
This dominent has been
3M 3630-26 digitallysigned and sealed by
OirisdartLangley, PE on the
3/4"SHIELD EMBOSSMENT
date noted in this digital
'gnaone. Pdnted copies of
3M 3630-33 thi: document are not
considered signed &sealed, &
1/2"OUTLINE EMBOSSMENTonaayeleRmni,.pi,,,
thesignature must be verified
3M 3630-44 „rmw oa,o as
L WHITE Digitally signed by
Christian Langley
1/4" GRAPHIC EMBOSSMENT
Date: 2020.11 .16
■ BRONZE 23:28:12 -05'00'
pa
an draft angle
All other
embossment
angles - 70
embossment detail enlarged to
show color breaks
not to scale
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General •De:ign cordancewith the requiremen sof the Fla Bldg Code6th Ed (7017)foruse within&ou outside High Velocity Hurricane Zone (HVHZ).•This enggin ggcertifiesonlyythes ructural integrityy of those systems,mmponents,and/orother construction explicitly specified herein.•Electricalnotes, de ails,&specificationsareprovidedbyandarethesoleresponsibil-
• iTy oftheelectrical contractor. No electrical review has been performed and no certification of such is intended.• Structural design meetsrequirements of ACI31�8-14, AISC 360-10, ADM1-15,&NDS-15,a,applicable.•Steel components shall be coated,painted, or otherwise pprotected aggainst corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact wrth steel
Notes: or embedded in concrete shall be Painted or protected as PresePbredin ADM1-150a), or Plastic/neoprene spacers.rovided.• Allexposed fasteners shall be SS. or havea Protective coatino for corrosion Protection. -All weldino shall be Per AWS rectuirements.•Steel welds: E70xx electrodes. -Aluminum welds: 4043 filler allov.•Alum extrusions: 6063-T6 or stronger, U.N.O.
USE IN CONNECTION WITH A PROJECT PUNNED FOR YOU BY CUMMINGS SIGNS. R IS NOT TO BE
SHOWN OUTSIDE YOUR ORGANIZATION NOR USED. REPRODUCED. COPIED. OR EXHIBITED IN ANY
FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF CUMMINGS SIGNS.
14., 4„
O —0„
EXTRUDED
ALUM. CABINET, RETAINERS TO BE PAINTED DURANODIC
BRONZE.ILLUMINATED WITH G.E. WHITE LEDS.
FACE—.150"PAN FORMED & EMBOSSED WHITE ACRYLIC FACE W/
TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE.
SEE ART DRAWING #774519.01 7 ELEVEN FAMILY OF SIGNS.
ELECTRICAL NOTES:
TOTAL AMPS — 2.4 A
TOTAL CIRCUITS — 1 20A REQUIRED
VOLTS — 120 V
THIS SIGN WILL BE UL OR cUL LISTED AND IS INTENDED TO BE INSTALLED IN ACCORDANCE
WITH THE REOUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER
APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN
**01/d" DRAINAGE/WEEP HOLES @ A' ON CENTERS OR AS REOUIREO BY UL
MIN 12MTW/THHN 1011/ 1015/ 1230/1335600V or 1032 IOOOV 105C WIRE
PER UL REQUIREMENT, ALL ELECTRICAL COMPONENTS AND WIRING
MUST BE FIXED AND SUPPORTED A MINIMUM OF .5" ABOVE THE BOTTOM OF SIGN.
1/4" MOUNTING FASTENERS
(NON— CORROSIVE)
ANCHORS/THREADED ROD
BLOCKING AS NEEDED
ELECTRICAL
CONDUIT
1/4" LAG
OPTIONAL
ANCHOR SCHEDULE
INN
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L��.%CENSF.C� S
No.67382
REVISIONS DATE BY
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WALL MATERIAL
ANCHOR TYPE
SPACING
1/4" THREADED RODS WITH MIN
MIN (24)
711 PRESENTATION
2" EMBED IN ADHESIVE
TOTAL
CONCRETE (3ksi) or
1/4" TAPCONS (OR EQUIV) WITH
MIN (14)
HOLLOW MASONRY
1.75" EMBED
TOTAL
2
1/4" EXPANSION ANCHORS WITH
MIN (8)
2.5" EMBED
TOTAL
1/2" PLYWOOD
1/4" TOGGLE BOLTS
MIN (10)
TOTAL
1/4" WOOD SCREWS, FULL EMBED
MIN (16)
(NO ACCESS BEHIND)
TOTAL
METALSTUDS OR
#14 METALSCREWS TO MIN 18ga
MIN (12)
METAL PANELS
STEEL OR 0.090" ALUM
TOTAL
HOLLOW WALL
1/4" THRUBOLTS OR LAGS TO
MIN (8)
I
(BLOCKING BEHIND)
I SOLID BLOCKING BEHIND
TOTAL
7 ELEVEN
CODE PAGE LAYOUT
711 PRESENTATION
1\3
F Y ) 918 IW ITEM DESCRIPTION
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General • Design isin accordance with the requirementsofthe Fla Bldg Code 6th Ed130171foruse within&outside the High Velocity Hurricane Zone(HVHZ).•This engineering certifies only the structural integrity of those systems,components,and/or other constructionexplicitly specified herein.• Electricalnotes, detailsl, ecificationsare A-idedbyandarethesoleresponsibil-
ty of the electrical contractor. Noe lectrical review has been performed and no certification of such is intended. Structural design meets requirements of ACI 318-94, AISC 360-10, ADM 1-15, &NDS -i Y as applicable. •Steel components shall be coated, painted, or otherwise pprotected aggainst corrosion per FBC Sec 2203.2/2222.6. •Alum components in contact wrth steel
Notes: orembedded in concrete shall be painted or protected as prescribed in ADM1-150a), or olastic/neoprene spacers crovided.•All exposed fasteners shall be S.S. or have a protective coating for corrosion protection.•All welding shall be oar AWS recuirements.• Steel welds: E7Oxx electrodes.•Aluminum welds: 4043 filler alloy.• Alum extrusions: 6063-Y6 or stronger, U.N.O.
I SHOWN OUTSIDE YOUR ORGANIZATION NOR USED,
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NO. I
RAW MATERIAL N0.
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EN400285
202
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203
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CD100050
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SIGNS. RIS NOT 7C
OR EXHIBITED IN ANY
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OPTIMATION PART NO.
DESCRIPTION
LENGTH MATERIAL
TETRA POWER STRIP SF
L.E.D.
ID %D
GEPS12-60
POWER SUPPLY
SV2043P0002
RACEWAY LID
.063,3003,H14,M/F ALUMINUM SHEET
SV2043P0003
P.S. ENDCAP
,063,3003,H14,M/F ALUMINUM SHEET
SV2043P0004
ENDCAP
063,3003,H14,M/F ALUMINUM SHEET
SWITCH, TOGGLE SP -ST
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711 ELEC7
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R1x: (aaa) se>-arOo ITEM DESCRIPTION
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General •Designisinaccordancewiththe requirementsofthe Fla Bldg Code 6t1Ed130171foruse within&outside the High Velocity Hurricane Zone(HVHZ).•This engineeringgcertifies only the structural integrityy of those systems,components,and/oro therconstructionexplicitlyspecifiedherein.•Electricarnotes,details,&specificationsareprovidedbyandarethesoleresponsibil-
tyoftheelectricalcontractor.Nor 'tical reviewhasbeen performed and nocertification of such is intended.• Structural design meets requirementsof ACI318-14, AISC 360-10,ADM1-15,&NDS-15,asapplicable.• St eel components shall be coat ed,painted, or otherwise pprotected aggainst corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact wrth steel
NOteS. orembedded in concrete shall be painted or protected as prescribed in ADM1-150a), or clastic/neoprene spacers crovided.•All exposed fasteners shall be 5.5. or have a protective coating for corrosion orotection.•All welding shall be oer AWS requirements.•Steel welds: E70xx electrodes.•Aluminum welds: 4043 filler all --Alum extrusions: 5063-T6 or stronger. U.N.O.
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General •Designisinaccordancewiththe requirementsofthe Fla Bldg Code 6t1Ed130171foruse within&outside the High Velocity Hurricane Zone(HVHZ).•This engineeringgcertifies only the structural integrityy of those systems,components,and/oro therconstructionexplicitlyspecifiedherein.•Electricarnotes,details,&specificationsareprovidedbyandarethesoleresponsibil-
tyoftheelectricalcontractor.Nor 'tical reviewhasbeen performed and nocertification of such is intended.• Structural design meets requirementsof ACI318-14, AISC 360-10,ADM1-15,&NDS-15,asapplicable.• St eel components shall be coat ed,painted, or otherwise pprotected aggainst corrosion per FBC Sec 2203.2/2222.6.•Alum components in contact wrth steel
NOteS. orembedded in concrete shall be painted or protected as prescribed in ADM1-150a), or clastic/neoprene spacers crovided.•All exposed fasteners shall be 5.5. or have a protective coating for corrosion orotection.•All welding shall be oer AWS requirements.•Steel welds: E70xx electrodes.•Aluminum welds: 4043 filler all --Alum extrusions: 5063-T6 or stronger. U.N.O.