3803 Orlando Dr - BC02-002276 (WALGREENS) (NEW STORE) (A)cn
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PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
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VAT ' I C h"1 I S N I I C I I 1 I I` i G
WEATHERPROOF JUNCTION
BOXES OVER HAND HOLES
l BY SIGN CONTRACTOR.
LOCATE TOP AND BOTTOM
OF COLUMNS TO PROVIDE
ACCESS TO WIRING,
GROUND
ROD = •.. , • ..
RUSION AND CAP CONNECTION—IT
_..
BY ELECTRICAL �" ' *' DATA CONDUIT
SIL 10 A5.1 G Nt)..... , °`
CONTRACTOR. SEE POWER CONDUIT
ELEC. DRAWINGS.
SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS.
ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING
CONDITIONS, SEE ABOVE).
ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE
FOUNDATION FOR FINAL CONNECTION—BY SIGN CONTRACTOR. ALL
CONDUCTORS TO RUN CONCEALED.
.�__., �-:;1-� �� l.I i`J L'� 11•,1 c^ f � 1=W TA
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INSTALL IN LONG
DIRECTION OF
FOUNDATION
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NOTE:
TRIM TOP OF BOLTS
AND PAINT
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FACILITIES PLANNING AND DESIGN
" 200 WILMOT ROAD DEERFIELD, IL
��..__.__.._._..._.. ~ ~- __-.,-_ ...• ... . ---... _ _ ____ 847-940-2500 60015-4616
1�aCi
N,1 Peterson Architects
FL Corporate CertiWoate #AA C000526
TC11 At.,
`a. TENANT SIGN(S) c + 1220 Alden Road
i BY OTHERS `� t'
.r z s � � Orlando, FL 32803-2546
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41. S1 r, � '� �wX�. http://www.c-p.cotn
Phone (407) 228-4220
;.� U i !3' -. 4 �� Fax (407) 228-4219
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,. PROJECT DATA
"• r �`✓ TYPE CiENE:F2Al.. SAI.k;�3 r (.00 MART
r , WIDTH OF BASE NEW LOCATION PIiARMAOY 8FC;URI
iNEVV
CANNOT CHANGE PER L
COUNTY SIGN CODE LIQUOR_ 24 Ilc)Ui� 9,T01 iE
cy -- --� —_. t r'9 Y A' f• `'''REMODEL1 I•IRPHOTO C)T►lEF7
j
e>�.' REQUIREMENTS
W'4 _..__.
., E I.. [ vA_I. I 0 I`Nd
KEYED NOTES
(DANGLE 2 X 2 X 1/4 BOX FRAME. 18 9 X 9 X 1/2 CAP PLATE.
O ANGLE 2" X 2" X 1/4". t 9 7" DIAMETER 1/4" COLUMN RINGS.
1/2" DIAMETER SAG ROD. z0 3" THREADED END. �• •
�4 4" X 4" TUBE POST. 21 1 1/8" DIAMETER ANCHOR BOLTS (4) REQUIRED.
T 2 X 2 X 3/16 STEEL ANGLE FRAME FOR L.E.D. 22 16 X 16 X 1 1/4 STEEL BEAM PLATE.
SUPPORT (SEE FRAME SHOP DRAWINGS).
23 N/A.
8" X 8" X 1/2" STEEL TUBE COLUMN.
24 NON - SHRINKING GROUT IF BASE DOES NOT SHED WATER.
7D TOP OF FOUNDATION.
25 3/4 DIAMETER HOLES IN EXTRUSION FOR 5/8 BOLTS
(4) 1 1/8" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL (TYPICAL).
WASHERS (TYPICAL) SEE DETAIL13/A5.1. 26 2" X 2" X 1/4" ANGLES EACH SIDE WITH (2) 5/8"
0 #6 BARS TOP AND BOTTOM 12, O.C. EACH WAY (TYPICAL). DIAMETER #A-325 BOLTS. BOLT TO EXTRUSION AND CAP
PLATE BELOW.
10 6" X 18" ALUMINUM WEATHERPROOF DOORS (TYPICAL). 27 ANGLES 2" X 1 1/2" X 1/4" EACH SIDE BOLT TO 2" X
11 1 5/16" ROUND HOLE FOR 1 1/8 DIAMETER ANCHOR 2" ANGLE.
BOLTS. (4) WITH 3/8" STEEL WASHERS. 28 ANGLES 1 1/2" X 1 1/2" X 3/16"
12 2 1/4" ROUND HOLE FOR ELECTRICAL CONDUIT.
2a LEVELING NUTS AND WASHERS.
13 LAMPS 18» /1 TYPICAL 13 ON CENTER (5) REQUIRED.
30 8" CMU
t4 SIGN FACE. 31 7--5/8" X 2-1/4" BRICKETTE REVISIONS
15 BREATHER PANEL (COVER). 2X4X 1 q CMU CAP NO. DATE BY DESCRIP1'IGN
..
16 (2) NEW LED READER B 32 BOARD PANELS MOUNTED ON EACH 07.02-02 DEB WALGREENS COMMENTS
33 LAMPS 72" TYPICAL 13" ON CENTER 5 REQUIRED.
SIDE OF THE PYLON. O ( ) _41_1_ 08 -1E3 -b2 QM WALGREENS COMMENTS
t� PRIMARY SIGN PANEL, i AI
SIGN SPECIFICATIONS
L—'
TORE NUMBER 06970
PROJECT NUMBER 201157
STRUCTURAL GENERAL NOTES
SPEC qL NOTES
THIS SIGN WORK SHALL CONSIST OF THE CONSTRUCTION AND ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE
INSTALLATION OF ONE NEW DOUBLE-FACED READERBOARD FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN
1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL
1. SIGN MANUFACTURER TO . SUBMIT ACTUAL SHOP
SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT.
MONUMENT SIGN. SIGN POWER, FOUNDATION BRICK BASE FABRICATION.
(S.E.C.) Orlando 17-92 &Lake Mary
2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36.
SUBMISSION,
AND COLUMNS BY LANDLORD. WALIGREENS' SIGN FACES AND
3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC
Relocation of store #02294, 3822 S. Orlando Dr.
MANUAL, LATEST EDITION.
0
CABINETS BY WALGREENS' SIGN CONTRACTOR. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS'
COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES.
DRAWING TITLE
4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST
Q
INHIBITIVE PAINT.
SIGN MANUFACTURER.
OFF SITE MONUMENT SIGN DETAILS LOT #4
5) TOTAL SIGN WEIGHT = N.A.
LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING
SCALE;: AS SHOWN
SIGNAGE TO 8 SQ. FT. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY
6) DESIGN WIND PRESSURE = 30 LB./SQ. FT.
Q
TO INSTALL THE SIGN.
WALGREENS' SIGN FACES TO BE FABRICATED FROM ROHM &
7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I.
DPAWN BY:
D
8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60,
9) ALLOWABLE SOIL PRESSURE 2500 P.S,F.
VOID D PLOT:
�Ee
A5.1A
10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL
HAAS #7328 WHITE IMPACT FACES TO HAVE REDD SIGN CONTRACTOR SHALL FURNISH (2) TWO SETS OF SHOP
BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE
DATE: 5/24/2002 _
BUILDING CODES, WIND AND SOIL REQUIREMENTS.
AND PESTLE, FORMATTED WITH 3M #3630-53 "CARDINAL FABRICATION.
SUPERSEDES E-'E.AIV
RED" AND 3M #3630-36 BLUE SURFACE APPLIED VINYL
» ALL SIGNS TO BE FARBRICATED ACCORDING TO TI -.E
FILMS. UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR
ZL
DATED: _.
OF DWGS.
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" UL LABELS.
"WALGREENS"EXTENDED SCRIPT COPY: 5j„ CAPITAL AND 4
Q
LOWER CASE LETTER HEIGHTS; 8 OVERALL COPY HEIGHT & PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR
4'-•8" OVERALL COPY LENGHT. EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES.
CERTIFICATION AND SEAL
DARK BRONZE FINISH ALUMINUM CABINETS FROM .063" THICK
I HEREBY CERTIFY THAT TI -118
STOCK,
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION.
UNDER MY DIRECT
SUPEFiVISiON AND'1'I•IAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF FLORIDA
AS ,SIGNIFIED BY MY
HAND AND SEAL.
v
TORE NUMBER 06970
PROJECT NUMBER 201157
STRUCTURAL GENERAL NOTES
SPEC qL NOTES
PROJECT NAME
1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL
1. SIGN MANUFACTURER TO . SUBMIT ACTUAL SHOP
SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT.
DRAWINGS TO PERMIT AGENCY DURING PERMIT
(S.E.C.) Orlando 17-92 &Lake Mary
2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36.
SUBMISSION,
Sanford, Florida
3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC
Relocation of store #02294, 3822 S. Orlando Dr.
MANUAL, LATEST EDITION.
2. THESE DRAWINGS ARE D` SIGN DEVELOPMENT IN NATURE
TO ILLUSTRATE SIZING, LOCriL CODE DESIGN INTENT FOR
DRAWING TITLE
4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST
INHIBITIVE PAINT.
SIGN MANUFACTURER.
OFF SITE MONUMENT SIGN DETAILS LOT #4
5) TOTAL SIGN WEIGHT = N.A.
CAD PLOT:
SCALE;: AS SHOWN
DRAWING NO.
6) DESIGN WIND PRESSURE = 30 LB./SQ. FT.
7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I.
DPAWN BY:
8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60,
9) ALLOWABLE SOIL PRESSURE 2500 P.S,F.
VOID D PLOT:
�Ee
A5.1A
10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL
RELEASEDTO
DATE: 5/24/2002 _
BUILDING CODES, WIND AND SOIL REQUIREMENTS.
CONSTRUCTION:
SUPERSEDES E-'E.AIV
DATED: _.
OF DWGS.
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PROPOSED MONUMENT SIGN
100 SF, 15' HT, MONUMENT SIGN SEE A5.1A
SETBACKS: 1. 15 FT ADJ. TO R/w
p
EXISTING
TRPtFIC SIGNAL
PROPOSED LOT 3 DEVELOPMENT SIGN
PROPOSED MASTER DEVELOPMENT SIGNI
PROPOSED
SIGN 0 10% OF ALLOWABLE S,F.
NOTE: LAKE MARY BLVD. R/W IMPROVIVIENTS
BY, SEMINOLE COUNTY
1 —20-- 30-517-0000-0020
MCDONALDS RESTAURANTS
11 —0010
—20-30-517-0000,
EXXON CORP
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PROP. 30" q'TDP--�ION
f LOT 8
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0 �)6 1 4 TOP BAR W/NO RIGHT TURN SIGN 770 25' SIGHT C,
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24" STOP BAR 11
BIKE
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lk� I Z PROP. STABILIZED ACCESS
STORAGE 41
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25' SIGHT DOOR 106 MEA
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STRIPING,:' FDOT 2 NHJ 16 Lu 14,490 S.F. O/H N 89*54'47"' E 325. as q
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67.25 LINE C2
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TRIANGLE A �4 SdUF BAR --j
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41 1 // � I LOT 51 0 0
PARCEL #4 14-20-30-300-006A-0000 2-1
OWNER: SEMINOLE COU, ITY BCC C) -It
PROP ED CIL r)
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LOT 2
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SAN�Opo NOTE: MINIMUM
HESE UILOING
DEPT,
ccep Y?E Rt�vje CLEARANCE OF 13'-6" SIGNAGE N0E: CN Lo
TED FORIPERMIT WED AND CONDI REQUIRED FOR CANOPY ry
I CONSTRUe I
I THem WORK 0 7-0 a A PE'RMIT ONALLY1. 1. ALL SIGIS AND TRAFFIC MARKINGS PER
SEA LIC ISSueo OVER DRIVE THRU. Ld n 'n 1
PROvj A CITY Of SANFORD LAND DFVELOPMENT,
CANCCL A �D NOT AS ENSE TO P., SHALL
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SIONS OF ' OR ,,tjrHOR1TV Cee STORMWATER =>
is-IlUANCe THE -r-ec AS To V1OLATt
DEPT jrpot�FA PIERM, TECHNIC C t0iE ANY OF (31
TION OF r THEREATT ODES NOp DETENTION AREA CD CD I
PpeVeNr SHALL I Cf I Ljj
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ep-PRORS ON PIN, A COFjEC�
VIOLATIONS Z�
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SEPIA;
& I PROPOSED STREET LIGHT
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TAX PARCEL ID NO.
14-20-30-300-0050-000(
14-20-30-300-0060-000C
14-20-30-300-0320-000C
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1/4 1-0"
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4
ANGLE 2" X 2" X 1/4" BOX FRAME.
6
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ANGLE 2" X 2" X 1/4".
19
7" DIAMETER 1/4" COLUMN RINGS.
�3
1/2" DIAMETER SAG ROD.
20
3" THREADED END.
�4
4" X 4" TUBE POST.
3,-6" „
C-0"
D41/ ECTION 1'-0"
10
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1'_11 1/2" 1 1 1'-1 1 1/2"
TYP
+2436
code:o51—b070108
3'-6" 3'-1"
TOP VIEW
1/4" = l'-0"
6 PLAN SECTION
1 " = 1'-0"
VGLE SEE
1 O/A5.1
TC)D ACCCAAQ1 V -rnr'j Ar.ini U Ccc
@LE CTION
1'-0"
TOP EXTRUSION AND CAP
SEE DETAIL 10/A5.1
8LECTION DETAIL
1/2" — 1'-0"
4 18
21
S_LECTION DETAIL
1 —0
INSTALL IN LONG '�-
DIRECTION OF
FOUNDATION 6"
13 ANCHOR BOLT DETAIL
1 = 1 —p
TYP.
8"
u 1
+
CA
SECTION DETAIL
3/4" = V-0"
TOP OF
FOUNDATION
NOTE:
TRIM TOP OF BOLTS
AND PAINT
rr1
ELEVATION SIGN LIGHTING
8 1 /4" — 1 '—p„
GROUND
ROD
CONNECTION—
BY ELECTRICAL
CONTRACTOR. SE
ELEC. DRAWINGS.
WEATHERPROOF JUNCTION
BOXES OVER HAND HOLES
BY SIGN CONTRACTOR.
LOCATE TOP AND BOTTOM
OF COLUMNS TO PROVIDE
ACCESS TO WIRING.
DATA CONDUIT
POWER CONDUIT
SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS.
ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING
CONDITIONS, SEE ABOVE).
ALL CONDUCTORS SHALL BE PROVOID W/6' OF SLACK ABOVE
FOUNDATION FOR FINAL CONNECTION --BY SIGN CONTRACTOR. ALL
CONDUCTORS TO RUN CONCEALED.
GROUNDING DETAIL
10 TOP VIEW DETAIL
3 = 1 —0'
ivv i c: THIS DETAIL
MIRRORED ON
OTHER COLUMN.
3 PLAN SECTION
1 / 2" = 1'-0"
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TOTAL AREA = 67.5 SF
10'-1"
(DLL EVAjT I O N
a - vacc,= 3
DHOME-'D HRH PHARMACY
LOI
7'-10"
"DRIVE—THRU PHARMACY" HELVETICA
CONDENSED COPY: 5 1 2" CAPITAL LETTER TYPE—B❑
HEIGHT AND 7'-10" OV RALL COPY LENGTH.
9 C;��I ET ELEVATI O N
KEYED NOTES
O
ANGLE 2" X 2" X 1/4" BOX FRAME.
t 8
9" X 9" X 1/2" CAP PLATE.
OZ
ANGLE 2" X 2" X 1/4".
19
7" DIAMETER 1/4" COLUMN RINGS.
�3
1/2" DIAMETER SAG ROD.
20
3" THREADED END.
�4
4" X 4" TUBE POST.
21
1 1/8" DIAMETER ANCHOR BOLTS (4) REQUIRED.
�5
2" X 2" X 3/16" STEEL ANGLE FRAME FOR L.E.D.
22
16" X 16" X 1 1/4" STEEL BEAM PLATE.
WALGREENS' PRIMARY PANEL SIGN FACES FABRICATED FROM
SUPPORT (SEE FRAME SHOP DRAWINGS).
23
N/A.
O
8" X 8" X 1/2" STEEL TUBE COLUMN.
#830-36 "BLUE" MORTAR AND PESTLE: WHITE STARS COPY.
ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN HE
TOP OF FOUNDATION.
24
NON—SHRINKING GROUT IF BASE DOES NOT SHED WATER.
FROM NOMINAL 1 1 ' BY 11 " STANDARD TILES WITH RED LED
PIXELS THICKNESS OF TWO—SIDED READERBOARD PANEL IS
SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS'
23". PANEL HEIGHT ALLOWS FOR THREE (3) LINES OF
COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES.
25
3/4" DIAMETER HOLES IN EXTRUSION FOR 5/8" BOLTS
O
(4) 1 1/8" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL
PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING
(TYPICAL_).
CIRCUIT. THE OTHER FOR COAXIAL CABLE FROM CONTROL
WASHERS (TYPICAL) SEE DETAIL 13/A5.1.
26
2" X 2" X 1/4" ANGLES EACH SIDE WITH (2) 5/8"
O
#6 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL).
DIAMETER #A-325 BOLTS. BOLT TO EXTRUSION AND CAP
to
„
6 X 18 ALUMINUM WEATHERPROOF DOORS (TYPICAL).
HEIGHT AND 1'-5" OVERALL SYMBOL WIDTH.
PLATE BELOW.
UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR
27
ANGLES 2" X 1 1/2" X 1/4" EACH SIDE BOLT TO 2" X
11
1 5/16" ROUND HOLE FOR 1 1/8 DIAMETER ANCHOR
2" ANGLE.
STRUCTURAL GENERAL NOTES
BOLTS. (4) WITH 3/8" STEEL WASHERS.
28
ANGLES 1 1 /2" X 1 1 /2" X 3/16"
12
2 1/4" ROUND HOLE FOR ELECTRICAL CONDUIT.
2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36.
SUBMISSION.
3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC
2s
LEVELING NUTS AND WASHERS.
t3
LAMPS 36" TYPICAL 13" ON CENTER (9) REQUIRED.
30
8" CMU
5) TOTAL SIGN WEIGHT = 2,300 LB. (INCLUDING ALL
STRUCTURAL SUPPORT MEMBERS).
14
SIGN FACE.
7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I.
8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60.
31
7-5/8" X 2-1/4" BRICKETTE
15
BREATHER PANEL (COVER).
�--�
^
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(2) NEW LED READER BOARD PANELS MOUNTED ON EACH
� 4
-n n 1 . C IMI U CAF
SIDE OF THE PYLON.
17
PRIMARY SIGN PANEL.
SIGN SPECIFICATIONS
THIS SIGN WORK SHALL CONSIST OF THE CONSTRUCTION AND
"WALGREENS" EXTENDED SCRIPT COPY: 11 CAPITAL AND
INSTALLATION OF ONE NEW DOUBLE—FACED READERBOARD
g" LOWER CASE LETTER HEIGHTS; 16" OVERALL COPY
MONUMENT SIGN, SIGN POWER, FOUNDATION BRICK BASE
HEIGHT AND 9'-3" OVERALL LENGTH.
AND COLUMNS BY LANDLORD. WALGREENS' SIGN FACES AND
CABINETS BY WALGREENS' SIGN CONTRACTOR."
DRIVE—THRID PHARMACY HELVETICA MEDIUM COPY: 5
CAPITAL LETTER HEIGHT AND 7'-10" OVERALL COPY LENGTH.
LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING
SIGNAGE TO 100 SQ. FT. AND A MAXIMUM SIGN HEIGHT OF
15'-0". CODE MANDATES USE OF BRICK BASE W/ PLANTER.
DARK BRONZE FINISH ALUMINUM CABINETS FROM .063" THICK
STOCK.
WALGREENS' PRIMARY PANEL SIGN FACES FABRICATED FROM
INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION.
3M PANAFLEX, W/ #830-53 "CARDINAL RED" BACKGROUND
#830-36 "BLUE" MORTAR AND PESTLE: WHITE STARS COPY.
ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN HE
FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN
LED READERBOARD PANEL: TWO SIDED PANEL CONSTRUCTION
FABRICATION.
FROM NOMINAL 1 1 ' BY 11 " STANDARD TILES WITH RED LED
PIXELS THICKNESS OF TWO—SIDED READERBOARD PANEL IS
SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS'
23". PANEL HEIGHT ALLOWS FOR THREE (3) LINES OF
COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES.
COPY.
SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY
PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING
TO INSTALL THE SIGN.
CIRCUIT. THE OTHER FOR COAXIAL CABLE FROM CONTROL
CENTER TO LED READERBOARD. PROVIDE 300' COAXIAL
SIGN CONTRACTOR SHALL FURNISH (2) TWO SETS OF `_'HOP
CABLE FOR SIGN.
DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE
FABRICATION.
THE MORTAR AND PESTLE SYMBOL: 1'-34" OVERALL SYMBOL
HEIGHT AND 1'-5" OVERALL SYMBOL WIDTH.
ALL SIGNS TO BE FARBRICATED ACCORDING TO THE
UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR
UL LABELS_
PROVIDE DISCONNECT SWITCH ON EXTERIOR OF S GK FOR
EACH CIRCUIT TO COMPLY WITH STATE AND LOCAs_ CODES.
STRUCTURAL GENERAL NOTES
SPECIAL NOTES
1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL
1. SIGN M'AUFACTURER TO SUBMIT ACTUAL SPOP
SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT.
DRAWINGS TO PERMIT AGENCY DURING PERMIT
2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36.
SUBMISSION.
3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC
MANUAL, LATEST EDITION.
2. THESE DRAWINGS ARE DESIGN DEVELOPME T IN NATURE
4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST
TO ILLUSTRATE SIZING, LOCAL CODE DESIGN l i,ENT FOR
INHIBITIVE PAINT.
SIGN MANUFACTURER.
5) TOTAL SIGN WEIGHT = 2,300 LB. (INCLUDING ALL
STRUCTURAL SUPPORT MEMBERS).
6) DESIGN WIND PRESSURE = 30 LB./SQ. FT,
7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I.
8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60.
9) ALLOWABLE SOIL PRESSURE 2500 P.S.F.
10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL
BUILDING CODES, WIND AND SOIL REQUIREMENTS.
Cunaci &
Peterson? Architects
FL Corporate Certificate HAA C000526
1220 Alden Road
Orlando, FL 32803-2546
http://www.c-p.com
Phone (407) 228-4220
Fax (407) 228-4219
PROJECT DATA
TYPE GENERAL SALES FOOD MART
NEW LOCATION PHARMACY SECURITY
NEW LOCATION
LIQUOR 24 HOUR STORE
REMODEL 1 HR PHOTO OTHER n
REVISIONS
NO. DATE BY DESCRIPTION
1 7-2-02 DEB WALGREENS COMMENTS
08-16-02 GM WALGREENS COMMENTS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF FLORIDA
AS SIGNIFIED BY MY
HAND AND SEAL.
STORE NUMBER 06970
PROJECT NUMBER 201157
PROJECT NAME
(S.E.C.) Orlando 17-92 & Lake Mary
Sanford, Florida
Relocation of store #02294, 3822 S. Orlando Dr.
DRAWING TITLE
MONUMENT SIGN DETAILS (67.5 SQ. FT.)
CAD PLOT: SCALE: AS SHOWN DRAWING NO.
VOID PLOT: DRAWN BY:
DEB
A5.1
RELEASED TO DATE: 5/24/2002
CONSTRUCTION:
SUPERSEDES PLAN
DATED: OF DWGS.
2002 WAt. GREENS CRITERIA
J