HomeMy WebLinkAbout1901 WP Ball Blvd 05-1671 (sign) (a)CITY OF SA\FORD PE.11111T APPLICATION
Date:
Job Address: / g0/ 6 40AAA4, iffky i iW &i.#AeXLD•y~ee 0- SAi tr/AtPAe 90WAVFi C>'1L L Description
of S7pel'..0RZo^7 *V4-A -k- 9'/6r0f 4 4`'aA/A1CC7 70 I listoric
District: Zoning: Value of NYork: S Permit "I•
ype: Building X Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New
Service - # of AMPS Addilion/Allcralion Change of Service Temporary Pole N•Iechanical:
Residential Non -Residential Replacement New (Duct Layout & Encrgy Cale. Required) Plumbing/ Neiv
Commercial: # of Fixtures # of Water & Se,.ver Lines # of Gas LinesPlumbing/New
Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy'l'
ypc: Residential Commercial ) Industrial Tolal Square Footaec: Construction Type: #
of Stories: # of Dwelling Units: Flood "/.one• (FL• -MA form required for other than X) 30_o•
oa3o •0000 6 3a• 5' •3o•so/• 0000 • ot 2o Pare,(Attach
I'roorof Ownership & Legal Description) Owners Name &
Address. NALI-A-3re/n1/A/D[_r MA1A'_-laTh-Afe L-L-C Contraclor Name &
Address: O / AA AX, JTJr72 7 SN a
umber: CS 0490000-7 Phone Se
Faa: %7 5r/ -S 3"! rjpx ? t7 ,fyy-77VS, ' Contact Person: -/3 i A.L 'tom 1/d'7 Phone: 'i %• S/'S S Jf 1-7-X730,Y6Bonding Company: :
i=—: - Address: t- ,,:..
LAC-
MortgageI,cndcr. ' rldJre OAl
Wb)0 G`, t•
ICJN Archite Engineer: /
f; lQ V ¢ = • 1'honeY. 3p7,/T. I'e LAddres " 30
o7Y-' Fa g2) A 7': /-9/ Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all lawsregulating construction in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORE, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATI'ORNEY
13EFORE RECORDING YOUR NOTICE OF COMMENCEMENT i NOTICE-
In
addition to the requirements of this permit, there may be additional restrictions applicable to this' property that may be found in the public records of his county,
and [here may be additional permits required from other governmental entities such as wa r management districts, to agencies, or federal agencies. Acceptance of
permi ' verification that I •ill no ify the owner of the pro a requirem(Zrc'orCon1rq1ctor/
ALgcnt oraSigns ccrgrDoleSignNDale
lent'
s
Name Znnntraclor/Alient's nine 44 v0
aNolaef-Slate of Florida ate Sigmtiuc of Notary -Stateof Florida Dme I QA La6Ui iTE Q d0V0411V0 (
D _ Notary Public, State of Florida gc My
cumm• exp. Aug. 24, 2008 G •.• 4r,
wncoefhttg Personally I:nown to Mc or Conlractor/Agent is _Personally Known to Me orCOmm. No. 324 O J ..• ESt c I* _ Produced ID I 886 APPLIVlrlijld A
ROVED BY: Did g: f Z S-Zoning: fH 7-11*05'Utilities: Initial & Date) (
Initial & Dale) Initial & Date) FD: Initial &
Date)
Special Conditions:
E- Ok
o tin Staff Bvle d C4Z'' S e t tom$ " g$ base on qko'm
NOTICE OF COMMENCEMENT
Permit No.
1
Tax Folio No. 9.2-/9-.0' "/- 0000 - a
5iate of Florida
t C$untY of SeminoleLt r,Feu-` YrIRt40CCPitIft .) RAPE
Ro irdtt,GA 6 4 DbFRD
a The undersigned herefy gives notice that improvement will be made to certain real property, and in accordance with
w Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
s
i, I. Description of property: (legal description of the property and street address if available)
1101_W P .314ILL 8L'/1a .rQWA. tC c&^rrCW
P.S Al. 3,L-/9-do-Jr_0I-0000-00X0
6 2. General description of improvement: tN srar.-L s o.irto Sis,w e-E
0 3. Owner inforniation
a. Name and address S ottQC.L U -L' 1-61 l
UAdt: nA soa So Lk I S-0 WL4 IG ub.
Interest in property O W s
c. Name and address of fee simple titleholder (if other than Owner) U E Contractor
in
a.
Name and address /#-rA6 , A-rioNA4- SIGH 11>eSI r CoiLf /0 Fr tAAJ A4, S7 z4g4drL31777 J
b.
Phone number 7A7- S',i//- 5'5--7 3 Fax nurnber 7 7-!•1-77 15' 5.
Surety o
a. Name and address N / A M
Lno
b. Phone number Fax number ca
c. Arnount of bond 6.
Lender a.
Name and ddres S O i-on Q_&s o rJ t LLB. o
c?oZo PNC. +tr• G. QJV Qa NJ rf J'4{ a)
b. Phone number`h 13 6ps-f • (0 00! 3 Fax number 3. z
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes: a
a.
Name and address T ,A -]_. D
u
b. Phone number Fax number w
In addition to himself or Herself, Owner designates FF' of Tl
8./
i,
IK7 f /Yi lelC1 36, n>Pj T] a.S to receive a copy of the Lienor's Notice as provided in Section 713.
13(1)(b), Florida Statutes. 3
3 q4ip (A3. 947/0 a. PhonenumberSI_t / Fax number? • tE 9.
Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different . is specified)
udale aPgKatureof
Owner u Sw
rn
tg-(or affirmed) d subscribed before me this day of , 20 by a w
Personally
Known OR Produced Identification u Type
of Identification Produced rr ui GAP
DAV js i s :M..
EXpj 4Q'••'Cr
ZPAY F'n aSignature
of Notary Public, State of Florida • c (9 Commission Expires:
Z//0/0{o :• ro\cl ' O EASE; •.•' CJ
0 i
7V,CO; NA
DEVELOPER TRACT 2:
THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST,
SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE
NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89°58'33"W,
ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 124.06
FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF RINEHART ROAD, SAID
POINT BEING A POINT ON A CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47
FEET; THENCE FROM A RADIAL BEARING OF N89°59'19"W, RUN SOUTHERLY ALONG THE
ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 07-34-49" FOR AN ARC DISTANCE
OF 327.64 FEET TO A POINT ON A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF
541.00 FEET; THENCE FROM A RADIAL BEARING OF N09°39'34"E, RUN WESTERLY ALONG
THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF l 1'17'22" FOR AN ARC
DISTANCE OF 106.60 FEET; THENCE RUN N69°03'04"W, A DISTANCE OF 106.76 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUE N69'03'04"W, A DISTANCE OF 108.30 FEET;
THENCE RUN N67054'30"W, A DISTANCE OF 50.46 FEET TO THE POINT OF CURVATURE OF A
CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 3718.53 FEET; THENCE RUN
WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00-45-57"
FOR AN ARC DISTANCE OF 49.70 FEET TO A POINT OF COMPOUND CURVATURE OF A
CURVE, CONCAVE SOUTHERLY HAVING A RADIUS OF 597.05 FEET; THENCE RUN
WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 04°3347"
FOR AN ARC DISTANCE OF 47.55 FEET TO A POINT OF COMPOUND CURVATURE OF A
CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 1865.79 FEET; THENCE RUN
WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01 °29'39"
FOR AN ARC DISTANCE OF 48.66 FEET TO A POINT OF COMPOUND CURVATURE OF A NON
TANGENT CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 913.00 FEET; THENCE
FROM A RADIAL BEARING OF SI3°I8'43"W, RUN WESTERLY ALONG THE ARC OF SAID
CURVE, THROUGH A CENTRAL ANGLE OF 45°25'12" FOR AN ARC DISTANCE OF 723.76 FEET
TO A POINT OF REVERSE CURVATURE OF A CURVE, CONCAVE NORTHERLY, HAVING A
RADIUS OF 537.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE,
THROUGH A CENTRAL ANGLE OF 28004'04" FOR AN ARC DISTANCE OF 263.06 FEET; THENCE
RUN S85057'35"W, A DISTANCE OF 90.20 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF
287.17 FEET; THENCE RUN S80°20'28"W, A DISTANCE OF 34.51 FEET; THENCE RUN
S09039'32"E, A DISTANCE OF 249.73 FEET; THENCE RUN N80020'28"E, A DISTANCE OF 54.58
FEET; THENCE RUN S09039'32"E, A DISTANCE OF 336.11 FEET; THENCE RUN N74°36'26"E, A
DISTANCE OF 1151.67 FEET; THENCE RUN N09°39'25"W, A DISTANCE OF 262.99 FEET;
THENCE RUN N00010'31 "E, A DISTANCE OF 165.36 FEET; THENCE RUN N20°56'56"E, A
DISTANCE OF 240.07 FEET TO THE POINT OF BEGINNING.
CERTIFIED COPY
MARYANNE MORSE
CLLEIftF IRCU COURT
FLORIDA
BY -
E MY CLERK
E6. p 3 2005
N dressbarn
DATE: January 24, 2005
TO WHOM IT MAY CONCERN:
This letter authorizes INTERNATIONAL SIGN & DESIGN CORPORATION and/or its
subcontracted agent to manufacture and install signs and/or awnings at the following location:
The Marketplace @ Seminole Towne Center
1901 WP Ball Boulevard
Sanford FL 32771
INTERNATIONAL SIGN & DESIGN CORPORATION and/or its subcontracted agent is
authorized to secure permits and variances required by the local governing body.
Name: C 0
Title: AN P _ OP-5
Notary Public:
County of: ,aklnro
State of: 14e o `tcir
My Commission Expires:
GARY L. i !OLLAND
Notary f'ubl;c, S;cte of New York
No. 021•i,,6092.02
Qualified in New York County
Commission Expires M.oy 19, 2007
30 Dunnigan Drive • Suffern 0 NY 10901 0 845.369.4500 • fax: 845.369.8001 0 www.dressbarn.com
MONUMENT
SIGN '
PROPOSED
RIGH--IN/
I l O'.:TPAP.CEL RIGH 7 -OU i
6
MJIJUty EN i \ \ 9 . 'YE:
I , 1 # -0- ram,' • J• y \
i
n s
c
WORLD MARKET 0
Q SK%' .i •-.fib
Y. D ` MAJOR TENANT
PETCO
MAJOR TENANT J-
15.361 SF
FACTORY CARD j
v1A)OR TENANT I
11.704 SF
1751 t32'-3• - : 9/ ~ -- = i FF_=54.6T /
901 80'-3 5/8' 951 BO -0' 93' S
DRESS I s/e• ,
1" E.J. BARN 'SHOPS Cr
MINI -MAJOR I I 71795E mI SHOPS DMINI-MA)OP, ! ILINENSN H ' .. ` "_-467 I 2»285F /
THINGS - _ 976 S-r I c f F =54.bT
MAJOR TENANT b.030 5= [_;
a 67'
N __ C.
27.99; SF
68 y /
1 j
BUILDINGS
FAAIORrARm ATENANTA 11E67Y
HOPS A IA7 SF
TOTAL GLA .1179 Sf
TOTAL PARKIVG REQUITED
50 Y/1000SF 716 Y
TOTAL PARKING KMOVIOED
MAO:L e
NC 2E.
TOTALGLA M4M4 SF
TARGET ARKING 110"m
alvn.000s ESI Sr
PNIm C
MApIT7ENANTC
MAJOR TENANT QO.. 71W19
MAJOR TENANT 0 7SF
MAJpI TANTE MNENNTF
ISWE07 S.
77.935
SIkMAJOR MIH
AIAJORH
Q0 0 So 97766SLNAMTENANT
I IUO1 SF MAJOR TENANT)
153619 MAJOR TENANT
60d SF SHOPS 1
Q177 SF SHOPS c
7 SF SHOPS 0
7.71 SF SHORE IS166SF
511DF$ F
IQ64 w Z POND
1
I
1100 F
P CEASEMENT• OA 741
M57 - -, TOTALGLA
TOTAL PARKING
REWIRED TOTALfMKMGPRONOED TOTAL
rA
PRONGED 165.11"
SFTTIO KINGMTK)
PNIl11Ov1DFDAIY/I.000 $FEft EASEMENT -
Or.l
1 _ rxT AIDMWEM _ _ _ ' •-__-Ayp,
INEi10' SITPONDOFWAQ
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iNANTI ISHOPSc
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URFT MUVI•MNOR ' ' YE MAJOR TENANT WItTEN,$
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Ilm I C MAJOATWANT AUJOR ]WANT THWCS G nwv II IFI 1 cl€ El sale 0 MNg1 TENANT s _ n1—TARGET Ia n(•
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l'•iiilill=l'II .1=11 i;' N NOTE WIANG
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ARE PHILLIPS P A
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T N E R S H I P Arditi— • lr a
OWr - IY^RV 7103%306 - TM-"
4.UU CONSLUANT SEAL RENSIOHS
MTE
OESfR'
IrHOIT
NIDITCT THE MARKETPLACE
AT
SEMINOLE TOWNE
CENTER 1w SANFORD. FLORIDA
OJT'
III NOKFN
AMFACAN
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rK3.AiWnA m IQfO1w p100f
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Tall PRFI
IMINARY r
22T•.0"
98 SOUARE FEET
e BARNI--
0 TT R D TA/
SCALE: I/. '..
7o• A'
Q DRESS BARN
Ell
y
3 f M BUKO/N A N
SCALE' Pli 1'A'
VARIES
l R E Tl N
SCALE• N A
MATERIAL DESCRIPTION
MI 5" DEEP ALUMINUM RETURNS AND BACKS, FINISH TO BE
SPRAYED OK. BRONZE. INSIDE OF LETTERS TO BEWHITE
M2 1" OK. BRONZE JEWELITE TRIM CAPS.
w PLEXIGLASS FACES k2415 RED.
M4 15MMCLEAR RED NEON IN LETTERS. ALLNEON STROKES
TO BE 3 W' ON CENTER (TWO STROKES IN 24", THREE
STROKES IN 36". FOUR STROKES IN48 FIVE STROKES IN 60"1
MS DOUBLE BACK ELECTRODES WITH UL. APPROVED ELECTRODE
BOOTS AND 15NO VOLT GTO WIRE.
M6 STANDARD TUBE SUPPORTS.
M7 1/4.. WEEP HOLES AS REQUIRED.
M8 MOUNTING HARDWARE (TYPEDEPENDS ON WALL CON-
STRUCTION). EXAMPLES: 1/2" LAGBOLTS. 1/2" TOGGLES,
3/8" TAPCONII. V4" THROUGH BOLTS WITHBLOCKING.
M9 1/2" FLEX CONDUIT.
MID 30 M A. NORMAL POWER FACTOR TRANSFORMERS
GROUND FAULT PROTECTED AND 2161 U.L. APPROVED).
Mil 20 AMP. DISCONNECT SWITCH
M12 PRIMARY ELECTRICAL LEADS. PRIMARYPOWER TO SIGN
TO BE SUPPLIEDBY OTHERS.
M13 REMOTE METAL TRANSFORMER BOXES.
URGENT • ATTN: ELECTRICIANS SIGN MUST BE
NE12UL21616.F.8SNINTUNST08YE8 GROUNOEDIN
uounEmmumcmunsY0STIUn COMPLIANCE WITH
OEOIGTEONOI.NEUINLLO80=0 ARTICLE 6000F
IEBYO IMVMNEL THE NATIONALREQUIREDNo1s110Nfil8QIfOcOIRNwRE14cc
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EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Dress Barn 2272 Jaudon Road
Seminole Town Center Dover, FL 33527
Sanford, Florida 813-655-3373
14" WOMAN channel letters F 813-655-9814
Aaron Biedenbach, P.E.
PE #52949
FL EB #9394
Kzt 1 CBC #060535
Exposure Factor B Case 2 QB #22527
Kd 1
Kz 0.7 Table 6-5 Pg 60 ASCE 7-98 (Adjust for Height above grade)
V 120 mph
Cf 1.2 M/N (Larger/Smaller) <= 6.0
G 0.85
SI n Information per otter
Height 1.17 ft
Width 1.17 ft
Thickness 1.00 ft
Distance grade to top 30 ft
Wind Sheer Force 30.71 (lb)
Weight of Sign 13.689 (lb)
Total Sheer Force = 33.62 (lb)
Total Tension Force = 36.93 (lb)
Required Provided
Fastener size Nominal 1/4 1/4
Minimum number of fasteners per letter 2 2
Sheer Force per fastener(lb) 16.8 170
Tension Force per fastener(lb) 18.0 260
Combination Tension and 0.17 <1 O.K.
Sheer ratio
Fastener can be Hllti Sieve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler ® bolt
through 5/8" plywood. Lag bolts must penetrate 1 1/2" into structrual member.
bress Barn Sanford, fL 14in channel Itrs
1/13/2005
Job Description
Dress Barn
Seminole Town Center
Sanford, Florida
42" DRESS BARN channel letters
Deslan Der ASCE 7-98 & 2001 Flc
Importance Factor
Kzt
Exposure Factor
Kd
Kz
V
Cf
G
EnCon Services, Inc.
Sign Design Calculations
PREPARED BY: EnCon Services, Inc.
2272 Jaudon Road
Dover, FL 33527
813-655-3373
F 813-655-9814
In Code Aaron Biedenbach, P.E.
atlons PE #52949
1 FL EB #9394
1 CBC #060535
B Case 2 OB #22527
1
0.7 Table 6-5 Pg 60 ASCE 7-98 (Adjust for Height above grade)
120 mph
1.2 M/N (Larger/Smaller) <= 6.0
0.85
Sign Information per Letter
Hel ht 3.50 1t
Width 3.50 ft
Thickness 1.00 ft
Distance grade to top 30 ft
Wind Sheer Force 92.12 (lb)
Weight of Sign 122.5 (lb)
Total Sheer Force = 163.27 (lb)
Total Tension Force = 322.43 (lb)
Required Provided
Fastener size Nominal 3/8 3/8
Minimum number of fasteners per letter 4 4
Sheer Force per fastener lb 38.3 280
Tension Force per fastener(lb) 80.6 352
Combination Tension and 0.37 <1 O.K.
Sheer ratio
Fastener can be Hilti Sleve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler ® bolt
through 5/8" plywood. Lag bolts must penetrate 1 1/2" into structrual member.
IAW2005
bras Born Sanford, FL 421n channel I rs
EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Dress Barn 2272 Jaudon Road
Seminole Town Center Dover, FL 33527
Sanford, Florida 813-655-3373
14" WOMAN channel letters F 813-655-9814
ASCE 7-98 & 2001 Florida Building Code Aaron Biedenbach, P.E.
Design Specifications PE #52949
Importance Factor 1 FL EB #9394
Kzt 1 CBC #060535
Exposure Factor B Case 2 OB #22527
Kd 1
Kz 0.7 Table 6-5 Pg 60 ASCE 7-98 (Adjust for Height above grade)
V 120 mph
Cf 1.2 M/N (Larger/Smaller) <= 6.0
G 0.85
Sion Information per Lefter
Height 1.17 ft
Width 1.17 ft
Thickness 1.00 ft
Distance arade to top 30 ft
Wind Sheer Force 30.71 (lb)
Weight of Sign 13.689 (lb)
Total Sheer Force = 33.62 (lb)
Total Tension Force = 35.93 (lb)
Required rov e
Fastener size Nominal 1/4 1/4
Minimum number of fasteners per letter 2 2
Sheer Force per fastener(lb) 16.8 170
Tension Force per fastener(lb) 18.0 260
Combination Tension and 0.17 <1 O.K.
Sheer ratio
Fastener can be Hifti Sieve anchor for hollow block or lag bolt into wood framing member, Liberty or Toggler ® bolt
through 5/8" plywood. Lag bolts must penetrate 1 1/2" into structrual member.
1113/2005
Dress Barn Sanford, FL 141n channel Itrs
WEEP HOLES REQ'D.
M . r\,vCCO7
6,000V 9,000V
2.OA 2.6A
16FT 29FT
N
42 & A IN. ILLIDl1lI. CHNL. LTRS.
REMOTE TRANSFORMERS
7,500V 7,500V /7,500V 7,500V
25.5FT 22FT / 24FT 24FT
1- SET OF EA. REQ'D.
Qc^cL,r
1'c alnt
7,500V
2.2A
23FT
M inY .
Y Y Y. f1
o ES
6,000V 9,000V 7,500V
16FT 28FT 26
7,500V 9,000V
25.5Er 28FT
I 28' 1
CHNL. LTR. SPECS.
BACKS:.040" PF-WHT.
RETURNS: 5" X .040" PF- BRONZE
FACES: #2415 RED PLEX
JEWELITE: BRONZE
NEON: 15MM CLEAR RED
DRIE^j D
SALESPERSON: T.T. DRAWING #
DRAWN BY: HZ DATE: 12/9/2004 CHECKED BY:
SANFORD,FL W0924593-11 SCALE "=1'-0" R-DATE:
REQUIRES (3) 20 AMP CIRCUITS
INTERNATIONAL
SIGN & DESIGN
10=1 CANAL ST., LARGO, FL um
WZn 5 VW" FAX (727) 544.7745
28'-0"
98 SQUARE FEET I
I)RESS EljkRt4 J_
LOM
8.84 QUARE FEE
11WWAN
SCALE: 1/4"=1'-0"
ci8
98 + 4 + 7. = 11 TOTAL SQUARE FEET
78'-0"
3 rfTv/Vl L7U/LUllVh CLCVH//Uly
SCALE: 3/32"=1'-O"
IBIS
4&ftR5 Q464lWAeb:
H ) 3/8" DIAMETER LAG BOLTS, CONCRETE
SLEVE ANCHORS, OR LIBERTY TOGGLE
BOLTS REQUIRED ER LETTER.
2) 1/4- DIME LAG BOLTS. CONCRETE
SLEVE ANC RS. R LIBERTY TOGGLE
BOLTS RE IRED IMUM PER LETTER.
EnCon Services, Inc.
Aaron Biedenbach
2272 Jaudon Road
Dc-ie:, FL 33527
813-655-3373
T FL PE# 52949, FL EB# 939=
126 Ml'H W ND LOAD
E,,NPOSURE B
IMPORTANCE FACTOR 1.0
S
R LETTER SECTION
SCALE: N.T.S.
MATERIAL DESCRIPTION
M1 5" DEEP ALUMINUM RETURNS AND BACKS, FINISH TO BE
SPRAYED DK. BRONZE. INSIDE OF LETTERS TO BE WHITE.
M2 1" DK. BRONZE JEWELITE TRIM CAPS.
M3 PLEXIGLASS FACES #2415 RED.
M4 15 MM CLEAR RED NEON IN LETTERS. ALL NEON STROKES
TO BE 3'/2" ON CENTER (TWO STROKES IN 24", THREE
STROKES IN 36", FOUR STROKES IN 48", FIVE STROKES IN 60").
M5 DOUBLE BACK ELECTRODES WITH U.L. APPROVED ELECTRODE
BOOTS AND 15000 VOLT GTO WIRE.
M6 STANDARDTUBE SUPPORTS.
M7 1/4" WEEP HOLES AS REQUIRED.
M8 MOUNTING HARDWARE (TYPE DEPENDS ON WALL CON-
STRUCTION). EXAMPLES: 1/2" LAG BOLTS, 1/2" TOGGLES,
3/8" TAPCON II, 1/4" THROUGH BOLTS WITH BLOCKING.
M9 1/2" FLEX CONDUIT.
M10 30 M.A. NORMAL POWER FACTOR TRANSFORMERS
GROUND FAULT PROTECTED AND 2161 U.L. APPROVED).
M11 20 AMP. DISCONNECT SWITCH.
M12 PRIMARY ELECTRICAL LEADS. PRIMARY POWER TO SIGN
TO BE SUPPLIED BY OTHERS.
M13 REMOTE METAL TRANSFORMER BOXES.
URGENT - ATTN: ELECTRICIANS SIGN MUST BE
u NEW U12161 G.F.R SIGN TRANSFORMER GROUNDED IN
REQUIRE THAT ALL CIRCUITS MUST RAVE COMPLIANCE WITH
O DEDICATED HOT, NEUTRAL, GROUND ARTICLE 600 OF
TERMINATING AT PANEL THE NATIONAL
REQUIRED QUESTIONS:CAHISO CORP. 1-800-780.7446 1
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