HomeMy WebLinkAbout4587 Saint Johns PkwyCITY OF SANFORD PERMIT APPLICATION
Permit N: 077 i� 1 J Date: 1`t4 X{�� /UV� I RECEIVE]
Job Address: 1N EL blklq 1
' I 2007
Description of Work: 0 1 i I Syu'alre Footage `t �
r� /I `f
Historic District: Zoning: Valu of Work: $ 1 I 0
Permit Type: Buildings \/ Electrical' -4 Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential . Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Owners
7�191=1010112
Contractor Na
Phone & Fax:- C41�-('3 l `� ��� S Contact Person: ex Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/ Engineer: M .de -At _ Phone:
Address:
Fax:
Application is hereby made to obtain a permitgo do the work and installations as indicated. 1 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 laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, 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 IT 'ROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BUTORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida rrLaw, FS 713.
Signature of Owner/Agent Date Signature2;-�qKctor/Agent r Ldate
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING: 6/4 4- 1'07 UTIL
Special Conditions:
Rev 03/2006 10 4--e IN- 101,14 CL",-
Print Co4tractor/Agent's Name
of Notary-State�F+t�fd'd""�� piF
N®ii�'31=i3b lt°1b19'g9:
Contractor/Agent is _ Personally Known to Me or
_Produced ID
FD: ENG: BLDG: K
r ti e Lo A -A L,,j ' S 1 yYt +.c� f �i. 'C.o
u (: °""
KIMBLE & ASSOCIATES
Property Management, LLC
650 Amity Road
Hot Springs, AR 71913
ken@kimbleproperties.com
Office: (501) 760-1927
Fax: (501) 760-2291
2-19-2007
To Who it May Concern,
This is a letter to give the Sign Company, Jayco Signs
permission to install a new sign for GameStop.
Sincerely,
Marquita Johnson
Property Manager
.EXHIBIT A
LEGAL DESCRIPTION OF RINEHART PLAZA
LOT 3
COMMENCE AT A POINT ON THE EAST RIGHT-OF-WAY LINE OF RINEHART ROAD
(140' R/W PER SEMINOLE COUNTY RJW MAP BOOK 1. PG 107), ALSO BEING A POINT
ON THE SOUTH RIGHT-OF-WAY LINE OF ST. JOHNS PARKWAY AS SHOWN AND
DESCRIBED AS PARCEL "B" IN THE RIGHT-OF-WAY DESCRIPTION SKETCH
RECORDED IN OFFICIAL RECORDS BOOK 2868, PAGE 0124 AND DEPICTED IN THE . .
RIGHT-OF-WAY AGREEMENT RECORDED SEPTEMBER 13, 1995 IN OFFICIAL
RECORDS BOOK 2966, PAGE 1310; THENCE RUN S00004'01"W ALONG SAID EAST
RIGHT-OF-WAY LINE OF RINEHART ROAD, A DISTANCE OF 647.01 FEET FOR A
POINT OF BEGINNING, ALSO BEING A POINT ON A NON -TANGENT CURVE,
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 39.48 FEET AND A CHORD
BEARING OF N64057'45"E; THENCE DEPARTING SAID EAST RIGHT-OF-WAY LINE,
RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL
ANGLE OF 50009'12" A DISTANCE OF 34.55 FEET; THENCE RUN S89°55'24"E A
DISTANCE OF 173.19 FEET TO THE POINT OF CURVATURE OF A TANGENT CURVE,
CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 20.00 FEET AND A CENTRAL
ANGLE OF 89059'25'; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID
CURVE A DISTANCE OF 3I.41 FEET TO THE POINT OF TANGENCY; THENCE RUN
S00004'01"W A DISTANCE OF 187.04 FEET; THENCE RUN N89°55'24"W A DISTANCE
OF 223.50 FEET TO A POINT ON THE AFORESAID EAST RIGHT OF WAY LINE;
THENCE RUN N00004'01"E ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF
192.83 FEET TO THE POINT OF BEGINNING. ALL LYING WITHIN SECTION 28,
TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA.
r CONTAINING 1.06 ACRES (46,055 SQUARE FEET), MORE OR LESS
Seminole County Property Appraiser Get Information by Parcel Number
Page I of 2
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2007 WORKING VALUE SUMMARY
Value Method: Income
GENERAL
Number of Buildings: 1
Parcel Id: 28-19-30-513-0000-0020
Depreciated Bldg Value: $0
Owner: RINEHART COMMONS LLC
Depreciated EXFT Value: $0
Mailing Address: 5478 SHANNON RIDGE LN
Land Value (Market): $0
City,State,ZipCode: SAN DIEGO CA 92130
Land Value Ag: $0
Property Address: 1681 RINEHART RD SANFORD 32771
Just/Market Value: $1,878,344 *
Facility Name: ST. JOHNS PLAZA
Assessed Value (SOH): $1,878,344 *
Tax District: S1-SANFORD
Exempt Value: $0
Exemptions:
Taxable Value: $1,878,344
Dor: 11 -STORES GENERAL -ONE S
Tax Estimator
(* Income Approach used.)
SALES
Deed Date Book Page Amount Vac/Imp Qualified
SPECIAL
2006 VALUE SUMMARY
WARRANTY 07/2005 05830 1381 $2,602,000 Improved Yes
2006 Tax Bill Amount: $36,860
DEED
2006 Taxable Value: $1,872,564
CORRECTIVE
DEED 07/2004 05395 1575 $100 Vacant No
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
WARRANTY
04/2004 05324 0003 $790,000 Vacant No
DEED
Find Sales within this DOR Code
LEGAL DESCRIPTION
LAND
PLATS: Pick..
Land Assess Land Unit Land
Method Frontage Depth Units Price Value
LOT 2 WAL-MART SUPERCENTER ON
SQUARE FEET 0 0 42,689 18.00 $768,402
RINEHART ROAD
PB 65 PGS 31 & 32
BUILDING INFORMATION
Bid Bid Class Year Fixtures Gross Stories Ext Wall Bid Est. Cost
Value New
Num Bit SF
1 MASONRY 2004 18 8,415 1 STUCCO WITH WOOD OR $547,171 $568,489
PILAS METAL STUDS
Subsection / Sgft CANOPY/72
Subsection / Sgft CANOPY / 459
Subsection I Sqft CANOPY/24
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
COMMERCIAL CONCRETE DR 4 IN 2004 325 $601 $650
COMMERCIAL ASPHALT DR 2 IN 2004 14,718 $11,300 $12,216
FACE BLOCK WALL 2004 210 $777 $840
ALUM FENCE 2004 66 $183 $198
POLE LIGHT ALUMINUM 2004 3 $672 $672
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
" I it . `=' V`- -It' 11_1 UIWINAI CU %,rlA1VI4tL Lt I I ttib
*CENTERED IN SIGN SPACE
*SEE PAGE 2 FOR FURTHER SIGN DETAIL
north SALES: TOM RICE DWG # 701184-00 LOCATION:
american ACC. M.: ALAN EIKER REVISION:
signs ART: SLD 01.23.07
NOTE: IF ANY FIELD MEASUREMENTS DIFFER FROM THOSE ON THIF1 PRINIT P1 1=ACP= Nlr-)711=v mr,o-r"
0-0
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1 OF 3
amAw
RE #5250 - SANFORD, FL
34 B-5000
.&_
16'- 2 3/4'
CHANNEL LETTER DETAIL
SCALE: 3/8" = 1'- 0"
40.55 SQ. FT.
ONE (1) SET OF INTERNALLY ILLUMINATED CHANNEL LETTERS
-"GAME" 2447 WHITE PLEX FACES
-"GAME" WILL HAVE WHITE SLOAN LEUS
-"STOP" 2793 RED PLEX FACES
"STOP" WILL HAVE RED SLOAN LED'S
-l" BLACK TRIM CAP
°.040 ALUMINUM RETURNS PRE -FINISHED
MATTE BLACK OUTSIDE WHITE INSIDE
-BACKS ARE .063 ALUMINUM
•.063" ALUMINUM BACKER PANEL PRE -FINISHED MATTE BLACK
-COMPACT 60 POWER SUPPLIES
-UL LISTED
PLANS REVIEWED
CITY OF EANFORD
'_ 5" --L , ,
WALL
TRIM CAP
.040" ALUMINUM BACKER
FLEX FACE
SLOAN LED LIGHTS
POWER SUPPLY
3/8" RIVNUT
ALUMINUM RETURN w/
DRAIN HOLES (FOR EXTERIOR
APPLICATION ONLY)
U` CROSS SECTION
N.T.S.
LISTED 2 OF 3
north SALES: TOM RICE DWG # 701184-00 LOCATION:
amepican ACC. M.: ALAN EIKER REVISION:orlo
signs ART: SLD 01.23.07 STORE #5250 - SANFORD, FL
NOTE- IF ANY FIELD MEASUREMENTS DIFFER FROM THOSE ON THIS PRINT PLEASE NOTIFY NORTH AMERICAN SIGNS Ccb (800) 348-5000
�4
Comm#
Wall Type
07135.15
All. Shear Mn Bolt Embed. Aon. Wood Thkness
Wind Speed
Mas, Wood, Metal
Wood
Masonry
Masonry, Wood, Metal
110
MPH
Wind Speed
130 3" 3"
110
MPH
Importance
250
1.00
250 5"
Exposure
Masonry, Wood, Metal
C
300
Sign Weight
5.00 Psf
Wind Load Calculations
(per ASCE 7-02)
"G"
Width H
1
1.92
Anchor Bolts: A307
2
0.00
Distance Above Grade
1
0.00
Distance Above Grade
Job Name: GameSt #5250
Location: Sanford, FL
Data 11/14/07
Designer: J.S.T.
Approved by:
Area GCp
4.79 -1.400
0.00 -1.400
0.00 -1.400
4.79
1 for tributary area)
PSF F
24.75
23.70
23.70
Width Height Area GCp PSF F
0.00 -1.400 23.70
0.000.00 0.00 -1.400 23.70
0.00 20.00 0.00 -1.400 23.70
20.00 0.00
ise 1 for tributary area)
e
Fastener
Wall Type
All. Pullout
All. Shear Mn Bolt Embed. Aon. Wood Thkness
1/4" Toggle Bolts
1/4" Lag Bolts
1/4" Lag Bolts w/ Shields
1/4" Thru Wall Bolts
Mas, Wood, Metal
Wood
Masonry
Masonry, Wood, Metal
2001
200 - -
150
130 3" 3"
125
200 5" -
2501
250
Fastener
Wall Type
All. Pullout
All. Shear Mn Bolt Embed. Aon. Wood Thkness
3/8" Toggle Bolts
Mas, Wood, Metal
250
250
3/8" Lag Bolts
Wood
190
200
3/8" Lag Bolts w/ Shields
Masonry
250
250 5"
3/8" Thru Wall Bolts
Masonry, Wood, Metal
300
300
0.000 0.00
0.000 0.00
-165.97 23.95
0.000 0.00
0.000 0.00
0.00 0.00
Fastener Wall Type All. Pullout All. Shear Mn Bolt Embed.
#12 Talk Sams Sheet Metal 50 75
#10 Tek Sams Sheet Metal 39 66
Sign Specifications
Concrete: 250OPSI @ 28 days
Refer to Sign Companys drawing(s) for more details.
,
All designs, detailing, fabrication and construction shall conform to:
2004 Florida State Building Code
ACI 301-89
AISC
American Welding Society
-
Local Building Codes & Ordinances
Concrete: 250OPSI @ 28 days
Steel Pipe: ASTM A53 Grade B
Steel Tube: ASTM A500 Grade B
Anchor Bolts: A307
Connection Bolts: A325
Steel Angles,Channels, Structural Shapes and Plates ASTM A36
Welding Electrodes E70XX
Welders shall be certified for type of welding.
This Engineer does not warrant the accuracy of dimensions fumished by others.
Ali exposed steel shall be painted with an enamel paint to inhibit corrosion.
Mchael Brady, Inc.
The contractor (Installer) is responsible for the means & methods of construction in regards to jobsite safety.
M. Edward Jett, P.E.
This design Is for the indicated address only, and should not be used at other locations
299 N. Weisgarber Rd.
without written permission of the engineer.
- Knoxville, Tennessee 37919
Design of details and structural members not shown, by others.
865584-0999
Installed fasteners must meet or exceed the values shown in list above.
Corp. Lic. # - F02000002650
Engineer Lic. # - 62623
36
1 BROKEN —.lE
Mr
EJP
qPROP. 2' PE WATER SERVICE 1MTH 1 WATER METER, METER BOX AND REDUCED PRESSURE= m
P 4 'E/P t�
?
-- EXISTING IY WIDE PAVED TRAIL
0 -----Kl,' 0
la x
NT x
ELECTRICAL SERVICE _.
A i
_
POWER AND LIGHT TO PROVIDE SERVICE.
. CONTRACTOR TO PROVIDE ONE (1) M' SCH IN
. R ROAD
CONDUIT TO BUILDING AS SHOWN. EXACT
AND SPECIFICATIONS TO BE COORDINATED ( e
LORIDA POWER AND LIGHT. SEE GENERAL
NOTES. _
.r
FLORIDA PUBLIC UTILITIES
COMPANY WALL EXTEND A NATURAL
GAS MAIN WITHIN RIGHTOF-WAY
— — FOR SERVICE UNE AND INSTALL GAS
METER AND GAS REGULATOR AT
BUILDING, SEE SITE PLAN NOTE 015
B' PVC V
ALG1CIa.—._
4' HOGWIRE FENCE
3 W/2 -STRAND BARBED WIR
$EE ARCHITECTURAL AND
SITE PLAN NOTES
REGARDING LrnuTY
CONNECTION POINTS.
/
I
F.F. ELEV. 35.10
REGARDING UTILITY
G—
PROP. B' PVC WATER LINE
CONNECTION POINTS. SEE°
ENLARGEMENT OETAIL.
STUBOUT, B' G.V.
THIS SHEET (TYP)
WITH VALVE BOX
54.00' I D
rR\ I ^I -.lcwO ig
AND FIRE HYDRANT
_ AssEMeLv
Z
TELEPHONE SERVICE
PROP. 1 T X B' TEE
UJ BELLSOUTH TO PROVIDE NEW
G
CL
UNDERGROUND SERVICE.
GENERAL CONTRACTOR TO
O Q
W
PROVIDE TWO (2) 2- SCH. 40
1
J PvC
W
CONDUITS. SEE GENERAL
NOTES
I
> Q
I II
W Z
O
Y X 7' X 1' NEMA ENCLOSURE
0 f-' _J
BY BELLSOUTH, SEE
ARCHITECTURAL PIANS
ZZg
W U
i
W
10' BUILDI
W
sETBALK
__QJJ
BUFFER
Z j— U
EA STING FENCE AT
(n
PROPERTY UNE SHALL BE
Z (1J
PROTECTED AND SAVED
I
O X (n
FROM DAMAGE DURING I
N w
-
CONSTRUCTION. ANY
DAMAGE TO FENCE SHALL
_
BE REPAIRED TO A
I
— -•�
--1="Y -
CONDITION OF EOUAL OR
BETTER DUALITY THAN `-
-"
EXISTING FENCE, r
-�-�
;.
LIMITS OF
CONSTRUCTION
B' PVC V
ALG1CIa.—._
4' HOGWIRE FENCE
3 W/2 -STRAND BARBED WIR
$EE ARCHITECTURAL AND
SITE PLAN NOTES
REGARDING LrnuTY
CONNECTION POINTS.
/
I
F.F. ELEV. 35.10
REGARDING UTILITY
G—
PROP. B' PVC WATER LINE
CONNECTION POINTS. SEE°
ENLARGEMENT OETAIL.
STUBOUT, B' G.V.
THIS SHEET (TYP)
WITH VALVE BOX
54.00' I D
rR\ I ^I -.lcwO ig
AND FIRE HYDRANT
_ AssEMeLv
PROP. 1 T X B' TEE
z W
� a
:L
5
ASPHALT PAVEMENT
ASNIik T/PA:EWFNTJ
EXISTING 12'RECLAJ MED
— �t- WATER MAIN
$ E/P
WATER SERVICE
GENERAL CONTRACTOR TO CUT EXISTING
2' STUB -OUT TO APPROPRIATE LENGTH,
—_ DISCARD REMAINING STUBOUT WTH CAP, ,4
AND INSTALL 2' PE SO• ELBOW FOR WATER r
SERVICE CONNECTION AS SHOWN
IRRIGATION SERVICE
CONTRACTOR TO CUT EXISTING 2' STUB -OUT TO
APPROPRIATE LENGTH, DISCARD REMAINING
STUB -OUTWITH CAP. AND INSTALL V IRRIGATION
METER. METER BOX AND I' PLUG FOR IRRIGATION
SERVICE AS SHOWN
EXISTING 12' PVC WATER i
MAIN ,
EXISTING FIRE HYDRANT
25 BUILDING SETBACKAND I y
LANDSCAPE BUFFER
t
lVJ
SEE ARCHITECTURAL AND
SITE PLAN NOTES
REGARDING UTILITY
G—
CONNECTION POINTS. SEE°
ENLARGEMENT OETAIL.
6O
THIS SHEET (TYP)
54.00' I D
rR\ I ^I -.lcwO ig
20BUILDING Y,--- `\
SETBACK
_— 5' LANDSCAPE 114 M
'-J BUFFER I
---__ 7+.1
EXISTING FWIDE SIDEWALK .
` -- ClI"
R"sion IAN
RIGHT OF WA'
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S = —
_
15- CITY SERVICES
EASEMENT
110.00' (RIGHT-OF-WAY)
1\V I
I - m
! I" m /
a� -
O l i s <-O
10- LAW—CAPE
BUFFER
14
D'35 SETBA..)(396MATr 34'
EXISTING 5 WIDE SIDEWALI,
331
LIMITS OF
ZONING: PLANNED - ";`t CONSTRUCTION
DEVELOPMENT (PD) r
USE: COMMERCIALkWoI t e
I
"d ow JRG 1/04 ST JOHNS PIA
by. CET 1/01 Sole 1' • 20
Cn.awl HLW /a D.. JAN.2004 RETAIL CENTER-
AWW-Y HLW 1/01 Job No. N2605 LE COAXER OF ►1MEKUT ROMA Ur i
C"" U a/A.rLLsr(ulb Ne. 3213 Ftle: SDP C r r O• a
DRAWN BY• J.S.T.
LETTER
BY OTHERc-
•
•
Ll
16-2 3/4"
* MANUFAGTURER - NORTH AMERICAN SIGNS
* 2004 FL 5T BLDG CODE
* 110 MPH WIND SPEED
NOTE:
—� SEE MANUFAGTURERS DRANINGS
FOR ADDITIONAL DETAIL AND
• • DIMENSIONS
•
PLANS REVIEWED
CITY OF SANFORD
REGOMMENDED LOGATIONS F(:. -)R
FASTENERS (3) REO'D PER LETTER
EXGEPT FOR "6" "5" 4 "m" - l3EE
GHART FOR SIZE AND TYPE
r-ac,TENERS - SEE GH RT FOR TYPE
SIZE.
HASHER AND
DOUBLE NUT OR CRIMP THREADS
BOTH ENDS (TYP.)
4ALL
2X HOOD 13L0GKIN6
OR 4 3X3X1/4"
BY I NSTALLER
EXAMPLE THRU-BOLT INSTALLATION
SEGTION THRU HALL 516N
SIGN MUST BE ATTAt;HED TO OR
THROUGH SOLID BLC.GKIN6.
ATTAGHMENT TO 5H!:-ATHIN6 ONLY
IS NOT AGGEPTABLE.
AT E.I.F.S. INSTALLATIONS INSTALL
KITH I/2" DIA. PIPE E:�LEEVE. SEAL
ALL PENETRATIONS.
WALL SIGNS ATTACH, TO EXTERIOR WALLS OF SOLID
MASONRY OR COW f;ZETE, SHALL BE SAFELY AND
SEUIRELY ATTACHED BY MEANS OF METAL ANCHORS,
BOLTS OR EXPANSION BOLTS OF NOT LE55 THAN %"
DIAMETER AND SHALL BE EMBEDDED AT LEAST 5 INCFES.
WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE,
EXCEPT IN THE CASE OF WALL 51GN5 ATTACHED TO
BUILDINGS WITH WAL.LG OF WOOD. A WALL 51614 SHALL
NOT BE SUPPORTED BY ANCHORAGE SECURED TO
AN UNBRACED PARAPET WALL. LAG, BOLT ANCHORAGE INTO
WOOD 3" MIN. EMBEDMENT.
KNOXVILLE OFFICE ® FLA, OFFICE
THIS DESIGN FOR
CONNECTION ONLY
3/8" LAO BOLTS N/SHIELD 3/8" LAO BOLTS
OR 3/8" EXPANSION BOLT
EXAMPLES VARIOUS FASTENERS AND NALL TYPES
RAGENAY GONNEGTION
FASTENER GHART (STAINLESS STEEL)
FASTENER TYPE
El
3/8" B0LT5 THRU NALL
MASONRY, WOOD, METAL
MICHAEL BRADY, INC.
MASONRY ONLY
Sanford FL
299 WEISGARBER RD.
3/8" EXPANSION BOLTS
100 COIANIAL CENTER P
KNOXVILLE, TENNESSEE
*SIGN ENGINEERING *CIVIL
°'`� 230
WHY. EL 32748-4770
DRAWING TITLE:
37919
*STRUCTURAL, *ARCHITECTURAL
PHONE 665-584-0999
FAX 865-564-5213
*MECHANICAL *ELECTRICAL
PHONE 407-585-0330
FAX 407-585-0338
C�amestop
THIS DESIGN FOR
CONNECTION ONLY
3/8" LAO BOLTS N/SHIELD 3/8" LAO BOLTS
OR 3/8" EXPANSION BOLT
EXAMPLES VARIOUS FASTENERS AND NALL TYPES
RAGENAY GONNEGTION
FASTENER GHART (STAINLESS STEEL)
FASTENER TYPE
TYPE OF HALL
3/8" B0LT5 THRU NALL
MASONRY, WOOD, METAL
3/8' LA65 l^V SHIELDS
MASONRY ONLY
3/8" LA6 BOLTS
WOOD ONLY
3/8" EXPANSION BOLTS
SOLID MASONRY ONLY
#5250
COMM. NO. DATE:
07155.15 102/0(9/0-7
CORP. LIC. # F02000002650
BUS. LIC. # AA26000828
ENG. C.O.A. # 25914
INT. DESIGN C.O.A. # 26000665
i
DRAWING NO.
z G 07 DWG.
M. EDWARD -,---TT, Pl=-. I
LIG # 62623