HomeMy WebLinkAboutsp-07-149 Lowes� � � .f , li. � � �i• ` i6EWAI 10
Type of Review Requested (check all that apply)
Sign Permit
Planning Department
SIGN PERMIT APPLICATION
Total value of sign(s) (exchiding value of electrical portion & cost of installation) : $ (6 ,0v�
Total value of electrical portion only (must obtain electrical permit): L) D 7
)<O,Op,lanned Sign Program
❑ Temporary Sign Permit: o 15 day o 30 day o 60 day o 90 day Expiration date:
Applicant Information
Property owner's name: WkWaLen e vq 146yof-.11Phone:
Property owner's address: 141mm .I f'CL
Zip: 83-70q
Business owner's name:D,�! t � �
Phone: N A
Business owner's address:
Zip:
fit. C-) 0 D-7 C)q��
Sign contractor: AbUY1491e-cJr t C.,,..
Phone: 2.D8 3 445
Sign contractor address: _ 6 3 -115
Zip:
Primary contact is: ❑ Property owner ❑ Business owner -)Sign contractor ❑ Other
Contact e-mail: i sco = LLQ �1
Fax: o' ( C b
Subject Property Information
Business name: LDV&e_:S
Location/street address: CLQ e. it kck� Zoning district:
Range of addresses (if PSP):
Legal Description: Lot K.A Block KIA Subdivision . o 1W Q
Is there an existing Planned Sign Program for this propertyIf"Yes - No Not required
Comments:Y--
C. ,i'` i0\6 �' eA K ' 01 X�t�
Pel VJ Cb r,
` A
Temporary Sign Permit Information (if applicable )
Size of sign: Height (in feet) Width (in feet) Sign will be located: On-site - Off-site
Type of sign (e.g. banner, balloon, ``T" frame, sandwich board, inflatable):
Name of person responsible for removal of sign:
Phone:
Authorization
Business owner/authorized agent's printed name:
Date: -7 —
Business owner/authorized agent's signature: �.
Date:
STAFF USE ONLY: Date file File mber(s) _O ] Sign Permit Fee."
Planning Dept. approval: r Date: ..�
Building Dept. approval: Date:
660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642
Phone: (208) 884-5533 Facsimile: (208) 888-6854 • Website: wwwv.meridiancity.org
(Rev. 9/21 /06)
Ada County Assessor
Ada County Assessor
1 -;and RpcordsIGIS
Page 1 of I
owe
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51224110120
"'008
2 -One COC,11-s-,:
tal i 546
ode Area: '?.!12
P'roperty De�cription-
PAR #0120 @ NW COR [�,11---4NE4
SEC 24 3N 1W
T,-O't, 15-C #o156
Characteristics
View Interactive Map of this Parcel
Address: W OVr'_RLAND RD [AIERIDIAN . ID 83642
S,t,.+bdivi,slion: 13N 1 V\1 24
Land Group Type: SECT
I lo,
,P.(,,-,.,ship/Ranqe/Section: 3N1W24
.,ontact
http://www.adacountyassessor.orcFlpropsysIViewPareel.do?yearParcel=2008SI2241 10120 7/9/2007
Page 1 of 1
http ://208.186.142.152/output/adaparweb_COUNTY5764464244519.pna 7/9/2007
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_
LETTERS
EXISTING
u
METAL STUDS
EXISTING
37'-4"
A
I>UM111t•
A
ELEVATION VIEW
3/16"=1'-0"
3/.8-0 THRU BOLTS
W/ 3 WASHERS & 2 NI
MIN 4 PER (L,O,E,S)
MIN 5 PER (W)
MIN 2 PER (' )
MOUNTING
SPACER
2X2X1/4
BRACE — NEW
PLYWOOD
EXISTING
SECTION A—A
1/2"=V-0"
OF BRACING
METAL STUD
EXISTING
MOUNTING
NOTICE:
CORNERSTONE ENGINEERING INC,
IS RESPONSIBLE FOR LETTER
ATTACHMENT TO WALL ONLY.
z2X2X1/4
ANGLE BRACING
3/8"0 THRU BOLTS
W 3 WASHERS & 2 N
EXISTING
SPACER '\EIFS
EXISTING
SECTION B—B
1 /8"=1'-0"
BRACING NOTE:
THE INSTALLER SHALL BE RESPONSIBLE FOR
FOR SECURELY FASTENING THE ANGLE BRACING
TO THE BUILDING FRAME USING STANDARD LIES E. N RIGHT, JR.
CONSTRUCTION PRACTICES.
IF EXISTING WALL IS OF WOOD CONSTRUCTION,
THEN 2 X 4 WOOD BLOCKING MAY BE USED
IN LIEU OF ANGLE BRACING SHOWN IF DESIRED.
SPACER. NOTE:
SPACERS SHALL BE USED AS SHOWN AT
EACH MOUNTING BOLT. IF THE EXISTING
FASCIA IS OF COMPRESSIBLE MATERIAL,
THE SPACERS SHALL EXTEND THROUGH
THE FASCIA AND BEAR DIRECTLY AGAINST
THE FRONT OF THE EXISTING PLYWOOD.
LTI' P.E. # 4507478
GENERAL NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
• The 2003 International Building Code
• American Institute of Steel Construction, Inc
Manual of Steel Construction (9th Edition).
• American Welding Society ANSI/AWS D1.1 & D1.2
Structural Welding Code — Steel or Alum
• The Aluminum Association Design Manual,
Current Edition.
2. All components. shall be as listed below,
unless noted otherwise:
• All structural aluminum shall be 6061—T6,
or equal.
• Mechanical wall fasteners shall be installed
according to manufacturers specifications.
• All ferrous to non—ferrous materials shall be
adequately separated to prevent corrosion.
• All bolts in contact with steel and aluminum shall
be galvanized or stainless steel.
• Stainless steel bolts shall be AISI 304 or 316.
• Steel bolts shall be A3.25 bolts or equivalent.
• All exposed materials shall be properly protected
from weathering and/or corrosion.
3. Ali field welds shall be made by a welder certified
in the specified position.
4. The structure has been designed to withstand
90 mph (3—sec gust) design wind speeds with a
maximum design pressure of 19.5 psf according to
2003 IBC Table 1609.6.2.1(2) with 30' max overall ht.
5. if existing and proposed conditions are not
as detailed in this design drawing the installer
shall notify the engineer immediately.
6. If the integrity of the attached—to structure is
substandard, the installer shall notify the engineer
'immediately for re—design.
• The owner and/or their engineer shall approve the
adequacy of the attached—to structure to support
the proposed cabinet prior to installation.
HILTON DISPLAYS
125 Hillside Drive - Greenville, SC 29607
9'-4" Lowe's Wall Mounted Letters
305 West Overland Rd. — South Meridans Utah
IF_- 4 RIG CORNERSTONE
ENGINEERING, INC.
302 College Street, P.O. Box 1029 - Madisonville, TN 37354
(423)420-1741 Fax(423)420-1747
Pro iect #: 070953 1 Dwg #: B2898 I Date: 05/14/07 1
Drawn By: MDL I Scale: 1/4"=1'-0" 1 Sheet: 1 of 1
D (Do) (Do) A04
co r�L��JLJVLJ � �D -
^I
I
�I tWjG�D
ELEVATION VIEW
3/8g=V-0" NUT BOTH SIDES
OF BLOCKING
LETTERS METAL STUDS
ID " EXISTING METAL STUD
EXISTING
i
1
3/8-0 THRU BOLTS
11 W 3 WASHERS & 2 NUTS
j MIN 3 PER EACH LETTER
> it
B I -IB
w
EIFS
EXISTING
SPACER BRACING N
NOTICE-
CORNERSTONE
OICE-CORNERSTONE ENGINEERING INC,
IS RESPONSIBLE FOR LETTER
ATTACHMENT TO WALL ONLY.
L2X2X1/4
ANGLE BRACING
3/8"0 THRU BOLTS
W 3 WASHERS & 2 NUTS
SPACER
SECTION B—B
1/8"=11_0"
1
EXISTING
E.P.S. BOARD
EXISTING
EIFS
EXISTING
THE INSTALLER SHALL BE RESPONSIBLE FOR
FOR SECURELY FASTENING THE ANGLE BRACING
TO THE BUILDING FRAME USING STANDARD J�kXIES E. WRIGHT, 3R.
CONSTRUCTION PRACTICES.
L2 X 2 X 1 4 IF EXISTING WALL IS OF WOOD CONSTRUCTION,
BRACE — NEW THEN 2 X 4 WOOD BLOCKING MAY BE USED
IN LIEU OF ANGLE BRACING SHOWN IF DESIRED.
1/2" PLYWOOD
EXISTING
E.P.S. BOARD
SECTION A—A
1/2"=V-0'
EXI STIN G
SPACER. NOTE:
SPACERS SHALL BE USED AS SHOWN AT
EACH MOUNTING BOLT. IF THE EXISTING
FASCIA IS OF COMPRESSIBLE MATERIAL,
THE SPACERS SHALL EXTEND THROUGH
THE FASCIA AND BEAR DIRECTLY AGAINST
THE FRONT OF THE EXISTING PLYWOOD.
5fed�,
t4
o
UT P.E. # 4807478
GENERAL NOTES:
1. All design., fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
• The 2003 International Building Code
• American Institute of Steel Construction, Inc
Manual of Steel Construction (9th Edition).
• American Welding Society ANSI/AWS D1.1 & D1.2
Structural Welding Code — Steel or Alum
• The Aluminum Association Design Manual,
Current Edition.
2. All components shall be as listed below,
unless noted otherwise:
• All structural aluminum shall be 6061—T6,
or equal.
• Mechanical wall fasteners shall be installed
according to manufacturers specifications_
• All ferrous to non—ferrous materials shall be
adequately separated to prevent corrosion.
• All bolts in contact with steel and aluminum shall
be galvanized or stainless steel.
• Stainless steel bolts shall be AISI 304 or 316.
• Steel bolts shall be A325 bolts or equivalent.
• All exposed materials shall be properly protected
from weathering and/or corrosion.
3. All field welds shall be made by a welder certified
in the specified position.
4. The structure has been designed to withstand
90 mph (3—sec gust) design wind speeds with a
maximum design pressure of 19.5 psf according to
2003 IBC Table 1609.6.2.1(2) with 30' max overall ht.
5. If existing and proposed conditions are not
as detailed in this design drawing the installer
shall notify the engineer immediately.
6. If the integrity of the attached—to structure is
substandard, the installer shall notify the engineer
immediately for re—design.
• The owner and/or their engineer shall approve the
adequacy of the attached—to structure to support
the proposed cabinet prior to installation.
HILTON DISPLAYS
125 .Hillside Drive - Greenville, SC 29607
Lowe's "Indoor Lumber Ward" Wall Mounted Letters
305 West Overland Road — South Meridan, Utah
VTE CORNERSTONE
1 ENGINEERING, INC.
302 College Street, P.O. Box 1029 - Madisonville, TN 37354
(423)420-1741 Fax(423)420-1747
Cal
Drawn By. MDL I Scale: 1/4"=1'-0" 1 Sheet: 1 of 1
SIGN C ABINE-
TA FRAMING
GR
F
5'-O" - - 5'-0"
A
CH
J ! BACKING (3)
11
i
I!
!I II I!
11 D11 11
11 ! ,nD
!I
_.1=
1! !I
11 I! !
A
EXISTING TA 1 X 1
WALL FRAMING
CCC AlilTC
3/8-0 THRU-BOLTS
I W/2 WASHERS & 1 NUT
9 - TOTAL - 3 PER VERT
BOLT CABINET FRAME
TO BACKING MEMBERS
SECTION A— A
1/2`-_1'-0"
ELEVA?1ON NAEW
NOTICE:
CORNERSTONE ENGINEERS INC,
IS RESPONSIBLE FOR CABINET
ATTACHMENT TO WALL ONLY.
CABINET DESIGN IS THE RESPON—
SIBIUTY OF ITS MANUFACTURER.
NOTE:
EXISTING TA 1 X 1 IS THE FRAMEWORK
FOR THE EXISTING GARDEN CENTER
WALL. EACH 2" ALUMINUM CHANNEL
2" CHANNEL CROSSES A MINIMUM OF TWO TA 1 X 1
BRACES. THE 2 ALUM CHANNEL IS
ALUMINUM TO BE BOLTED TO THE TA 1 X 1 AT
BACKING EACH INTERSECTION WITH 3/8" DIA.M
STAINLESS STEEL BOLTS.
AN APPROVED ALTERNATE BACKING
MEMBER MAY BE USED IN LIEU OF
THE 2" ALUM CHANNEL SHOWN.
TINGTA1 X1
SEE NOTE
JA 4ES E. WRIGHT, JR.
UT P.E. # 4807473
GENERAL NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
• The 2003 International Building Code
• American Institute of Steel Construction, Inc
Manual of Steel Construction (9th Edition).
• American Welding Society ANSI/AWS D1.1 & D1.2
Structural Welding Code - Steel or Alum
• The Aluminum Association Design Manual,
Current .Edition.
2. All components shall be as listed below,
unless noted otherwise:
• All structural aluminum shall be 6061-T6,
or equal.
• Mechanical wall fasteners shall be installed
according to manufacturers specifications.
• All ferrous to non-ferrous materials shall be
adequately separated to prevent corrosion.
• All bolts in contact with steel and aluminum shall
be galvanized or stainless steel.
• Stainless steel bolts shall be AISI 304 or 316.
• Steel bolts shall be A325 bolts or equivalent.
• All exposed materials shall be properly protected
from weathering and/or corrosion.
3. All field welds shall be made by a welder certified
in the specified position.
4. The structure has bPen designers to withstand
90 mph (3 -sec gust) designwind speeds with a
maximum design pressure of 19.5 psf according to
2003 IBC Table 1609..6.2.1(2) with 30' max overall ht.
5. If existing and proposed conditions are not
as detailed in this design drawing the installer
shall notify the engineer immediately.
6. If the integrity of the attached -to structure is
substandard, the installer shall notify the engineer
immediately for re -design.
The owner and/or their engineer shall approve the
adequacy of the attached -to structure to support
the proposed cabinet prior to installation.
HILTON DISPLAYS
125 Hillside Drive - Greenville, SC 29607
Lowe's — 7'3; x 14'6 Garden Center
305 West Overland Rd. — South Meridan, Utah
[4E CORNERSTONE
ENGINEER -4G, wc.
302 College Street, P.O. Bax 1029 - Madisonville, TN 37354
(423) 420-1741 Fax (423) 420-1747
Project P. 070951 1 Dwg i. B2951 Date: 05/14
Drawn By. MDL Scale: 1/4"=V-0" Sheet: 1 of 1