HomeMy WebLinkAboutPS 16-48; TELES PROPERTIES; Sign Permits/Programs (PS)' -.
(city of
Carlsbad
REVIEW FOR
SIGN PERMIT
P-11
Development Services
Planning Division
1635 Faraday Avenue
(760) 602-4610
www.carlsbadca.gov
PLANNINq~F/l~~I ::),I.J"ION #.rs I lQ -4 ¥'
REC'D BY\_LA('~_t,\
DATE -----1.Le-0
SIGN FEE\.,( 2-
SIGN PROGRAM FEE ________ _
RECEIPT NO.-----=-=--------
All plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and
sign elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking areas, and vehicular access points to the
property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding sign(s).
5. Provide an elevation for all proposed sign(s) which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of.
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.
The application must be submitted prior to 4:00 p.m. Average processing time: 2 weeks
Name of Project: ...:.T.;;.;EL;;;.Es'--P_R"-oP'-'E'--Rr-"-1E:..:s _____________________ _
Address of Project: 190s CALLE BARCELONA su1rE # 230
Assessor Parcel Number: _______________________ _
Related Planning Case Number(S): ___________________ _
TYPE OF DEVELOPMENT:
Residential ( d)
Commercial (e)
Office/Industrial (f)
Hotel/Motel
Service Station
Prof. Care
(g) Theater
(h) Gov't/Church/School
(i) Public Park
U) Produce Stand
(k) Nursery
(I) P-U/OS Zone
SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yes[ZI NoD
Specific Plan Number 1:---m~~.....S:~
VILLAGE REVIEW AREA (If yes. please complete information on page 3) YesO
YesO SOUTH CARLSBAD COASTAL REVI AREA
SIGN ORDINANCE: Yes 0
COASTAL ZONE: Yes 0
P-11 Page 1 of 4 Rev. 10/13
EXISTING SIGNS:
TYPE NUMBER SIGN AREA SIGN HEIGHT
Pole
Monument
Wall
Suspended/Projecting
Directional
Canopy
Freestanding (Project Identity)
PERMITS ISSUED FOR EXISTING SIGNS: Yes • No • Date ______ _
PROPOSED PERMANENT SIGNS:
MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
TYPE NUMBER SIGN SIGN SfGN
ALLOWED PROPOSED AREA SIGN AREA HEIGHT HEIGHT
Pole**
Monument** :::=<~.si
Wall TWO 60-1 "11\ 11.10&44.43 NII\ 17-5/8"&8-7/8"
Suspended/Projecting ' ,~,,114 '" Lf;7, ,'1 -"
Directional --• 7J z_q. '-z( -t • It.!, Io
Canopy
Freestanding** ~ v I ONE SI j 5.43 SOFT 3t (~'----, 22"
(Project Identity) '-0-:J~
Digital Display L, 7 Y\M.{St ~-9 1 1 .-frn vi. v,K -~, • ,J SLA .,,,,yt ~
V
PROPOSED TEMPORARY SIGNS:
MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED
TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN
ALLOWED AREA HEIGHT HEIGHT
Construction**
For Sale**
Banner
Interim
""Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed
for potential sight distance and visibility issues. Additional information must supplement
this application showing how the proposed signage will not encroach into the public right•
of-way or present a traffic hazard. Page 3 of 4 illustrates an example for what would be
required for such proposed signs.
P-11 Page 2 of 4 Rev. 10113
SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN
APPLICATIONS
The following example illustrates the information that is required for all pole, monument, and
freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed
for potential issues by the Transportation Department, which will not allow signs to be approved
over the counter. Additional time will be required for on-site inspection.
I I I '
P/L I Si~t Dist~ce Requirement
Show building;fs I I
i I
I
I I , __ : Show setbacks from all curbs ~·· .. -: ' I I
' I I Show all property lines ' P/L I I . . I ' :
curb line . l
----------~---
• •
Siibt Visibility l StreetName(s) (i) I
I North
21.41.080 Sign design standards
Relationship to Streets: Signs shall be designed and located so as not to interfere with the
unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any
pedestrian, bicyclist or motor vehicle driver.
Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight
distance requirements at any public or private street intersection or driveway.
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
Total Building Square Footage: _________ sq. ft.
Total Building Street Frontage: linear ft.
Total Signage Allowance: :5~ • LP sq. ft.
Existing Signage (sq. ft.): sq. ft.
Remaining Sign Allowance at Present: sq. ft.
Proposed Signage (sq. ft.): 5S, ~ sq. ft.
Remaining Sign Allowance After Proposed Sign: ,3 .\ sq. ft.
VILLAGE REVIEW AREA
Total Signable Area: _________ sq. ft.
Total Signable Area Length: sq. ft.
Total Signable Area Height: sq. ft.
Total Projection from Wall Face: inches
P-11 Page 3 of 4 Rev. 10/13
PROPERTY OWNER APPLICANT
NAME (PRINT OR TYPE\ NAME !PRINT OR TYPE)
JONES LANG LaSALLE AMERICAS INC. VISIBLE GRAPHICS /eris zamorano
MAILING ADDRESS MAILING ADDRESS
1125 SANCTUARY PARKWAY 9736 ETON AVE
CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE
ALPHARETTA GA 30009 (312)416-9575 CHATSWORTH CA 91311 (818)402/5447
I CERTIFY THAT I AM THE LEGAL OWNER I CERTIFY THAT I AM THE REPRESENTATIVE
AND THAT ALL THE ABOVE INFORMATION OF THE LEGAL OWNER AND THAT ALL THE
IS TRUE AND CORRECT TO THE BEST OF ABOVE INFORMATION IS TRUE AND CORRECT
MY KNOWLEDGE. TO THE BEST OF MY KNOWLEDGE.
s~-J,.._ -r1:> c-,f C 0 (\ -z . -5-1 S-1'.
SIGNATURE DATE SIGNATURif) DATE
PLANNER CHECK LIST:
1. Field check by planner.
2. Within maximum length, area.
3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
4. Location: ❖ In right-of-way ❖ In visibility triangle at corner
5. Pole and monument signs to be checked by Transportation Engineering, for visibility issues.
6. When approved route Cf PY to Data Entry
APPROVED: Planner: l&{ll,a, l,1M. f4__ Date: 6-1 4'.'.> He
P-11 Page4of4 Rev. 10/13
'·
((O))JL[
Via Email
dee.malin@telesproperties.com
April 06, 2016
Re: Forum Carlsbad, Carlsbad, CA
Teles Properties, Space# 230A
Dear Dee Malin,
Tenant Coordination/Retail
Jones Lang LaSalle Americas, Inc.
I 125 Sanctuary Parkway, Suite 170,
Alpharetta, Georgia 30009
tel +678 226 5240 fax 678 226 5037
Enclosed you will find one copy of the reviewed signage shop drawing and the tenant review form.
Any deficient items are noted. The sign is approved as noted.
If you have any questions, please do not hesitate to contact me at (678) 226-5291 or e-mail
Justina.McClellan@am.jll.com.
Kind Regards,
(kt;,; 'It?~
.fustina McClellan
Tenant Coordination/Retail
Jones Lang LaSalle Americas, Inc.
Enclosure
cc: Janina Zamorano , Visible Graphics w/encls.
Christina Garcia, Visible Graphics
Rodrigo Sada, Forum Carlsbad
Ann Nance, JLL Retail/Tenant Coordination
'
((0))
Signage 1
JoNESLANG
LASALLE"
Drawings Received
sign shop drawings
Date Returned
04/06/2016
Review Results
Additional Comments
Tenant Review Form
Tenant Coordination/Retail
Jones Lang LaSalle Americas, Inc
1125 Sanctuary Parkway, Suite 170
Alpharetta, GA 30009
tel +678 226 5240 fax 678 226 5037
04/04/2016
Plan Date
04/04/2016
1. General -All tenant's work shall conform to applicable statutes, ordinances, regulations and codes. Landlord's
approval does not signify code compliance.
2. Signage -Installation of signage must be coordinated with Mall Management.
3. Signage -Exterior letter or signs exposed to the weather shall be mounted at least 3/4" from the building wall to
permit proper dirt and water drainage.
4. Signage -Penetrations of the building structure required for sign installation shall be neatly sealed in a watertight
manner, acceptable to the Landlord.
Page 1 of 1
p R 0 p E
1905 Calle Barcelona
Suite #230
Carlsbad, CA 92009
sr&r~ PEfilv.il r NO. rs
.?LAX"'ffiG
BUILDING
R T I E
~=COT#
DATE
6 ~{i~~lo
s
ORIGINALLY SUBMITTED: March 30, 2016
REVISED: May 03, 2016
NATIONAL SIGN FABRICATION,
PROJECT MANAGEMENT AND DESIGN
LICENSE# 745555 TYPE C-45 EXP: 07/3 1/2016
9736 Eton Avenue, Chatsworth, CA 91311
T 818.787.0477 Fax 818.787.0415 www.visiblegraphics.com '
Site Pla n (Not To Scale)
nnI~~~~
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
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Item 2
Parking Entry ID
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PLANNING DEP~TMjENT
APPROVAL
ti4~l~ I BY:
DATE: m --Bi/--<Ef
VISI BLE GRAPH I CS
818.787.0A
oxts18~
www.visiblegrophics.com
Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona. Suite #230
Carlsbad, CA 92009
Da+.., Dui
As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Alcaraz
-= PROJECT ID SIGN "THE FORUM"
BACKLIT LETTERS
-= PRIMARY SIGN STOREFRONT
& BUILDING ELEVATION
= SECONDARY SIGN STOREFRONT
o. DD D Q
'-
'-
-nn T~hF.~ Vosible Graphics does NOT provide primary
electrical to sign location -responsibility of others
Client Signature Date
COPY -COLORS -SIZES
File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina\ Teles Properties\#10664R -Teles Properties-Carlsbad, CA \02 Drawings
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DLORD APP R O
Site Plan
10
This design is the exclusive property of
Visible Graphics and cannot be reproduced in
whole or part, without prior written approval
Job Number
Landlord Signature Date 10664R
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www.visiblegrophics.com
Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona. Suite #230
Carlsbad, CA 92009
Scale: __________ _
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Alcaraz
fifl I~hF.~
File Name:\ \SERVER02\A II Visible Docs \Retail Jobs \Christina\ Teles Properties\# I 0664R -Teles Properties-Carlsbad, CA \02 Drawings
V,sible Graphics does NOT provide primary
electrical to sign location -responsibility of others
Client Signature Date
COPY -COLORS -SIZES Landlord Signature Date
This design is 1he exclusive property of
Visible Graphics and cannot be reproduced in
whole or part, without prior written approval
Job Number
10664R
•
2
~~· TELES PROPERTIES
East Elevation Scale 1/4"=1'
®ALLSIGNS
U.L. LISTED
WALL ~I
1/2" SPACER~ PAINTED _
TO MA1CH WALL
1 /2" THICK F.C .O.
ALUMINUM LETTERS
PIN MOUNTED
SECURED & SEALED
WITH SILICONE _ ___.,..
ADHESIVE
NON-ILLUMINATED F.C.O. LETTERS
{FLAT CUT OUT)
THIS SIGN 15 INTENDED TO BE INSTALLED IN
ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 600 OF THE NATIONAL ELECTRICAL
CODE AND/OR OTHER APPLICABLE LOCAL
CODES. THIS INCLUDES PROPER GROUNDING
AND BONDING OF SIGN.
COLOR KEY 14---------------------14'-9 3/4" -------------------------
s,f T E L E S
-----4'-3 1/2" ------
VISIBLE :;, A P H I
' 7 9736 Eton Avenue
Chatsworth, CA 9131 1
T 818.787.0477
E-Fox 818.477.51 23
www.visiblegrophics.com
1TY: 1 a -Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
PROPERTIES
~------------9'-3 3/4" ------------~
Surface Area = 11.10 Sa. Ft.
Scale 3/4"=1'
Da+.. Dui ADDDQ D ORD AP PRC
As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Akanz.
im T~hF.~ V,sible Graphics does NOT provide primary
electrical to sign location • responsibility of others
Client Signature Date
COPY -COLORS -SIZES Landlord Signature Date
File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina\ Teles Properties\#10664R -Teles Properties-Carlsbad, CA \02 Drawings
BLACK
This design is the exclusive property of
Visible Graphics and cannot be reproduced in
whole or part. without prior written approval
JobNum
10664R 3
South Elevation Scale 1/8"=1'
@ AlLSIGNS
U.L. LISTED
EXISTING WALL------+1
(STUCCO OVER WOOD FRAME)
AF6-l /4 (#10 x 4") ALLIGATOR ANCHORS (REFER TO SHEETS 7-8),
MIN. 3 PER LETTER. --BOLTS SEALED WITH SILICONE .
. 063 ALUMINUM FACE, PAINTED BLACK •
.177 WHITE LEXAN BACK--
LOW VOLTAGE WHITE LEDs--
12V DC LED POWER TRANSFORMER --W/ DISCONNECT SWITCH AS REQUIRED ' -I ·,:I\: , . • •
120 V POWER FEED (PROVIDED BY OTHERS)--
2" SPACERS, PAINTED TO MATCH BUILDING--
.063 ALUMINUM RETURNS, PAINTED BLACK --
1/4" DRAIN /WEEP HOLE WITH LIGHT BAFFLE ___ __,
HALO-LIT REVERSE CHANNEL LETTERS
THIS SIGN IS INTENDED TO BE INSTALLED IN
ACCORDANCE WITH THE REQUIREMENTS OF
ARTICLE 600 OF THE NATIONAL ELECTRICAL
CODE AND/OR OTHER APPLICABLE LOCAL
CODES. THIS INCLUDES PROPER GROUNDING
AND BONDING OF SIGN.
COLOR KEY
14----------------------29'-7 1/2" ------------------------.i
j_
l'-55/8" T
~ EL ES
V I S
---------8'-7" --------~
B L E -:.:; ~ A P ~
HIH/HtO.<I
www.visiblegrophics.com
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Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
PROPERTIES
lY: 1
n., Dlti
D" Aj_ Nqted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Alcaraz
18'-7 3/8" -------------.!
Surface Area = 44.43 Sa. Ft.
Scale 3/8"=1'
&DDDQ D LORD AP PR O
mi I~~F.~ Vtsible Graphics does NOT provide primary
electrical to sign location • resportsibmty of others
Client Signature Date
COPY -COLORS -SIZES Landlord Signature Date
File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina\ Teles Properties\#10664R -Teles Properties-Carlsbad, CA \02 Drawings
BLACK
This design is the exclusive property of
Visible Graphics and cannot be reproduced in
whole or part, without prior written approval
JobNum
10664R 4
SPECIFICATIONS
DESCRIPTION: BLADE SIGN
DIMENSIONS: 2'-0"H x 3'-0"W
· MATERIAL: 1/4" THICK STAINLESS STEEL LETTERS ON
1" DEEP ALUMINUM BOX
COLOR: BLACK COPY AGAINST WOOD BACKGROUND
CORNERS: SQUARE
MOUNTING: MECHANICALLY FASTENED
QTY: 1
NOTES: NON-ILLUMINATED
COLOR KEY
BLACK •WHITE
WOOD SLATS
VISIBLE G~A ? H I
o,
ax 818 ii
www.visiblegraphics.com
111111
Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
.--EXISTING WALL-
STUCKO OVER WOOD FRAME
1/4" THICK LETTERS ...___._,.__ "TOGGLER" SNAP TOGGLE
"ll"'"""T ANCHOR SYSTEM. 4 EA.
~--------------3'-6" -------------------
T
b~ ---I .--~ °'
l_
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I ----2'-6"
4 3'-0" ---------al
na•" 05-03-20111
As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Alcaraz
'TY: 1 Surface Area= 5.43 Sa. Ft. Q
mi I~h~~
a.PPP()
Visible Graphics does NOT provide primary
elec1rical to sign location -responsibility of others
Client Signature Date
COPY -COLORS -SIZES
BB 1/4-20 HEAVY DUTY
HOLLOW WALL ANCHORS
OUNTINGARM
OR SIMILAR)
0 _,
l"t'I
D L O RD APPRO
Landlord Signature Date
~
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This design is the exclusive property of
Visible Graphics and cannot be reproduced in
whole or part, without prior written approval
Job Number
10664R
File Name:\ \SERVER02\AII Visible Docs \Retail Jobs\Christina \ Teles Properties \#10664R -Teles Properties-Carlsbad, CA \02 Drawings
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TOGGLER ANCHOR SYSTE
Technical Bulletin
The latest generation of the ever-evolving
TOGGLER solid-wall anchor technology ...
ALLIGATOR anchors are designed to hold high
loads in solid walls, ceilings, and floors ... but also
hold securely when they encounter an unexpected
cavity, such as in hollow brick or hollow block, or
even in drywall or, especially, in tile over drywall.
The specially formulated polypropylene body flows
into and locks up with any undercuts in the hole,
bonding the screw to the wall and sealing the hole
to prevent moisture from entering.
Optimal holding values [measured in tons] are
obtained in highly dense substrates by using a
screw diameter and a drill diameter of the same
size as the anchor diameter.
The anchor is available both unflanged for push-
through mounting and with a flange for use where
a cavity is anticipated (drywall, hollow brick, etc.).
Benefits:
Strongestholds up to 2x more than metal, adhesive,
epoxy and chemical anchors with the same screw diam-
eter and embedment depth
Anchor bonds screw to concrete, brick & stone
sealing the hole against moisture
Versatileholds securely even in hollow walls / ceilings
Uniquely shaped head prevents spinning & countersink
Accepts greatest range of screw sizes in each anchor
High holding strength even with deviations In screw size
and hole diameter, where other anchors fail entirely
Resists vibration & shock Non-toxic Sets instantly
Screw can be removed and reinserted in same anchor
without loss of holding power
Corrosion-proof when used with stainless steel screws
ULTIMATE TENSILE PULL-OUT VALUES [lb] &iii
Anchor Anchor Drill Screw 1/2"
dla. dla. Size Drywall
A5/AF5 3/16" 3/16" #8SMS 57
A6/AF6 1/4" 1/4" #10 SMS 69
A8/AF8 5/16" 5/16" #12 SMS 85
A10 3/8" 3/8" #14 SMS NIA
ULTIMATE SHEAR [lb]
Anchor Anchor Drill dla. Ser-size dla.
AF5 3/16" 3/16" #8SMS
AF& 1/4" 1/4" #10 SMS
AF8 5/16" 5/16" #12 SMS
3/8" NIA
3500 psi
Concrete
544
675
1,025
1,168
1/2"
Drywall
125
153
171
NIA
Screw 4000 psi
Size Concrete
#10 SMS
#14 SMS
5/16" Lag
3/8" Lag
2,316
2,633
3,083
3,570
In solid walls (concrete,
masonry. bride, etc.) the
ALLIGATOR anchor extrudes
up to 2x Its original length
& bonds the screw to wall
·•~l l -~.,~;.:, rl. --
".~M •l• ~~~ r:: Screw .,, .. ancller. TlnNlocblalo ___
In hollow walls (drywall, Iii.
brick, etc.), as the screw
the jaws of the ALL/GATO
into the teeth of the aoo
NIA= Not Applicable
over drywall, hollow block, hollow
enters the hollow space, it opens
anchor. The screw thread locks
,r to resist vibration and shock.
A10 3/8" SMS = Sheet Metal Scre\'I Lag = lag Screw or Bolt
Holding strength for an AWGATOR solid-wall anchor varies directly with the strength and condition of the substrate, the s<aw size,
and the extent of the screw engagementand inversely with variations In hole diameter and the distance of the load from the wal
All figures in pounds. Pull-out values based on independent laboratory tests done according to U.S. Government standards. They
should be used as guides only and cannot be guaranteed. The age, condition, and capacity of the substrate must be considered.
Industry standards recommend 1/4 of ultimate test load.
1
CRAPHI C S
Project Name: 0.d 1D 010
Specifications
Description ALLIGATOR Solid-Wall Anchors
Material specially formulated grade of self-lubricating, translucent polypropylene
Screw specification see chart below
[NOTE: only the threaded portion of the screw should be in the anchor itself; any unthreaded shank portion of the screw
may be in the fixture or item being anchored, but not in the anchor]
D HD ~AL-J f ~"
Flush-Mount Flanged
T•
For through-the-fixture /
push-through installation
For hollow brick.drywall, or
tile over drywall, etc. i--
~ ~
Anchor description
Anchor & Drill Diameter 0
Screw Sizes (D)
Minimum Screw Thread
Length (TL)
Anchor Length (AL)
Minimum Hole Depth (HD)
Min. Wall Thickness (W)
C
8ssm'l);smmms> D A5
Sheet Metal f--TL-j T r-
Screw M ~ SSSSS::Cs<II sss 11 >
Wood Screw 1--TL-j
~\\'.\mS\:>
Lag Screw !---TL-I
---
Al
L-A1e
AF5 A5 AF6 A&
3/1&· 1/W
#4-#9 #6 -#12
P/1s"+L 11/a"+L 13/e"+L 15/1s"+L
1" 15/1a" 13/1a" 11/e"
1½" P/./
1/4" N/A 3/8" NIA
Maximum Strength Anchoring Guidelines
311r111a. Af5 r
1/~llla. Aft
S{1r111a. r-Af.
3/r Illa.
AF8 A8 A10
5/W&· 3/11
#8 -#14 #10-#18
113/1s"+L 1¾"+L 2"+L
15/a" P/1s" Fla"
2¼" 21/·/
1/2" NIA N/A
The screw diameter changes the compressive lorce of the anchor asembly. This allows the same diameter anchor, when used with
different screw diameters, to work in all kinds of substrates. Small diameter screws should be used in low-strength, easily COmplssed
substrates. large diameter screws should be used in high-strength substrates. When used in porous masonry materials such as low
compressive strength concrete, aerated concrete, small unsupported blocks, or brick, it is recommended that the screw size not
exceed those given in the chart above. Use hardened or stainless steel screws to increase shear and tensile strength.
Screws or lag bolts used with ALLIGATOR anchors do not directly engage the surrounding masonry material. As a result, screws
anchored with ALLIGATOR anchors have very high residual holding strength and low susceptibility to failure by vibration or shock
loads. Even the maximum size screws do little, if any, damage when pulled out. The same hole can usually be reused without any
lessening of anchoring strength.
Drill insertions holes twfc. anchor length. Drilled hole length + thickness of fixture should exceed screw length by amlnlmum of 1/2" .
SMS = Sheet Metal Screw / Lag = Lag Screw or Bolt
ALLIGATOR Anchor Drill Size Screw Type
AF5 / AS (3116•) 3/16" #10 SMS
AF6 / A6 (1/4•) 1/4" #14 Lag
AFB/ AB (5/16•) 5/16" 5/16" Lag
A10 (3/8") 3/8" 3/8" Lag
&DDDO
Mln.Embeded Minimum
Thread Length Hole Depth
2· 2 1/2"
2 1/4" 2 3/4"
2 1/2" 31/4"
3• 3 1/2"
2
D ORD APPRO
The anchors should be Installed at least 1.s•
(39mm) from an unsupported edge in high-
strenglh materials, because of the high
compression lorces exerted by the screw.
With lag bolts, do not permit the unthreaded
portion to enter the anchor. Arr/ unttlreaded
portion should remain in the item being
anchored.
Use hex head screws wherever possible,
because ol high back pressure.
' 7 9736 Eton Avenue
Chatsworth, CA 91311
T 818.787.0477
E-Fox 818.477.5123
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano 00 I~~~~ Visible Graphics does NOT provide primary
elecbical to sign location -responsibility of other.,
Client Signature Date
landlord Signature Dale
This design is the exclusive property of
Visible Graphics and cannot be reproduced in
whole or part, wtthout prior written approval
Job Number
10664R www.visiblegrophics.com Designer: Christopher Alcaraz COPY -COLORS -SIZES
File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina\ Teles Properties\#10664R -Teles Properties-Carlsbad, CA \02 Drawings
Sh,,..,
6
Safety
All TOGGLER anchors are constructed completely out of inert materials.
OSHA standard 29 CFR 1910.1200 and DOT standards are not applicable.
No MSDS is required for any TOGGLER anchor.
lnstallatlonlnstructlons
The ALLIGATOR anchor is supplied in the closed position, ready for rapid and immediate utilization.
The screw used to fasten the item also opens & sets the anchor in place: in both solid & hollow (cavity) walls.
It is recommended that the screw be completely set without pause, because of the remolding of the anchor
under pressure.
Setting the screw head flush with the fixture completes the installation.
The uniquely shaped head of the ALLIGATOR anchor prevents the anchor from countersinking into the hole,
and its substanial anti-rotation fins wedge against the interior of the hole to prevent spinning even with the
use of a screw gun. NOTE: The anti-rotation fins cut into drywall.
Ordinary plastic plug anchors are liable to spin in a hole, preventing screw insertion. They are also very likely
to be pushed to the bottom of the insertion hole, resulting in incomplete screw engagement (the screw is
stopped by the bottom of the hole) and very significant loss of holding strength.
The structure of the ALLIGATOR anchor is designed to lever and wedge open behind or in hollow walls (3b).
This provides real holding power, greater than many much larger and more specialized anchors specifically
made for hollow walls, such as the ordinary wall auger type. No other solid-wall anchor provides an additional
structure or capability for reliable use in hollow walls.
Drill hole same diameter as anchor.
Push in anchor and tap flush.
~l>~llcatlons
Electrical equipment
Lighting fixtures
Plumbing fixtures
Partitions
Hand rails / grab bars
Telephone equipment
Shelving
Place item over anchor. Insert screw
and tighten flush with item.
Bathroom accessorie
Cabinets
Awnings
Circuit breakers
Framing
Alarms
Signs
For maximum holding In -. -
Concrete
Brick
Stone
Masonry
VISIBLE C:,R.;r1--1 -
Cinder block
Aerated concrete
Wood
Stucco
Project Name:
3
Anti-rotation fins prevent spinning
while the ALLIGATOR anchor expands
along the screw in solid walls ... up to
tr its original length.
DSS antennas
Fire extinguishers
Window frames
Door framing
Transformers
Storefront gates
Smoke detectors
Plaster
Tile
Drywall
Greenboard
Da•"' Q.d l<l DIil
In unexpected cavities or in hollow
walls (hollow brick, hollow block,
tile over drywal, etc.), the screw thread
and anchor teeth lock together to resist
vibration and shock.
Clotheslines
Hose reels
TV mounts
Sliding door track
Floor door stops
Speaker brackets
Workshop machinery
RTA furniture
Tile over drywall
Tile over greenboard
Composite panels
The Unique Way the ALLIGATOR anchor works
The ALLIGATOR anchor has several features that dramatically increase its
holding strength in solid and thick walls as compared to other solid-wall
anchors. The anchor has a circular cross-section and is completely solid.
This circular cross-section causes all forces exerted by a screw threaded
into the ALLIGATOR anchor to be fully transmitted around the anchor
360' HOLDING
01 ,,.
•
-.
I
Only 2-directional Holding
§
' to the wall of the hole (360° and along its full length) for full compressive
holding over the entire length of the screw.
circ:ular cross-section of
solid ALLIGATOR anchor
cross-section of ordinary
non-solid plug anchor
Many other solid-wall anchors transmit compressive forces only to the thickest portion of the
anchor and unevenly against the wall of the hole. They are hollow virtually their entire length
and have many ridges, lumps, or bumps on their outer surfaces allowing for extreme pressure
l!l;n111 __ "'·~•: differences along the anchor. Virtually all heavy-duty metal anchors utilize an expanding
wedge that presses against only a small portion of the anchor. This force is then exerted
against a short ring-shaped interval of the hole and is often so concentrated that it fractures
I .,,,,_-·--·~----.. I the substrate, resulting in catastrophic failure. The wedge element is forced against the split
Metal wedgt1 anchor contaru
wall and holds only wf'lflrfl
circ:umfertlncfl is gn,atest
sleeve by the action of the screw, but again the force is actually exerted against the substrate
only where the circumference of the wedge is at its greatest.
Because of the solid form of the ALLIGATOR anchor, the screw extrudes and compresses
all the plastic into the screw threads and outwardly against and into the wall of the hole.
Under tremendous pressure, the plastic of the anchor flows to form a solid cylinder that is
molded and confirmed exactly to the surface of the hole and the screw for the most
complete compression holding possible. Furthermore, the ALLIGATOR anchor flows into
and locks up with any undercuts in the hole. With this fully conformed cylinder of plastic,
the ALLIGATOR anchor provides a high degree of safety with high residual holding power
even if the anchor is partially withdrawn.
,,,_ -i;;ij;m;#ijmi
~
ALLIGATOR anchor extrudes up to
21l It• lfflgth& bonds scn,w to wan
Old-fashioned plastic plug anchors are usually made of a relatively hard plastic such as nylon or
polyvinyl chloride (PVC), which does not readily conform & flow into the surface imperfections of
the wall of the hole. Accordingly, there is no bonding of the anchor to the walls of the hole. The
ALLIGATOR anchor is made of a specially formulated grade of polypropylene. The screw
extrudes & molds the anchor into all the walls imperfections, providing an additional locking bond
of the anchor to the wall. Following removal of the screw, nylon and other hard plastic anchors
Plug anchor NO slide right out of the insertion hole. The ALLIGATOR anchor, however, remains molded to the
extnJ$ion & NO bonding wall. A significant force is required for its removal, an additonal factor in its holding strength.
Old-fashioned metal wedge-type anchors, when tightened,
frequently damage and tear out portions of solid walls,
making the hole unsuitable for re-use (a). The ALLIGATOR
anchor does not damage walls when loosened or removed.
As a result, the same hole can be reused for use with
another ALLIGATOR anchor of the same size.
Because ALLIGATOR anchors, with
their unique technology, do not
concentrate their holding in a small
area, they can be more closely spaced
(c) for greater maximum total load on
the smallest substrate surface area.
C ,. jl: __ . jl: __ . ~--In additon, metal anchors that
operate with a wedging action
must be spaced far apart to
avoid overlapping cones of
force (b) and the consequential
weakening of the wall.
A//TOGGLER Anchors are
proudly made In the U.S.A.
TOGGLERe
ANCHOR SYSTEM
~ .... __ ~---~
····-·····
TOGGLER Anchor System
Div. of Mechanical Plastics Corp.
11 o Richards Avenue
Norwalk, CT 06854
USA
888.864.4537 Toll-Free
203.857.2200 Phone
203.857.2201 Fax
info@toggler.com
www.toggler.com
TOOGLEA ond ~. logo aymbol. ond AlllGA"IOA .,._,:to rogiolof9d-.U o4 -Plallliao Corp. AF5, A5, AH.. M , AR, M . ond A10 are-,_ o4 _,_
Plulk:a COfJ). U.S ........ No. 5.938.38S llnd loroign~-...0 2001!, 2010. --Corp. LUGTECH0412
4
ADDDQ D ORD A P PRO
' 7 9736 Eton Avenve
Chatsworth, CA 91311
T 818.787.0477
E-Fax 818.477.5123
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona. Suite #230
Carlsbad, CA 92009
As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano mi T~~F.~ VISible Graphics does NOT provide primary
elecirical to sign location -responsibility of others
Client Signature Date
Landlord Signature Date
This design is the exclusive property of
V"ISible Graphics and cannot be reproduced in
whole or part. without prior written approval
Job Number
10664R www.visiblegraphics.com Designer: Christopher Alcaraz COPY -COLORS -SIZES
File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina\ Teles Properties\#10664R -Teles Properties-Carlsbad, CA \02 Drawings
7
TOGGLER' ANCHOR SYSTEM
Technical Bulletin ~
SNAPTOGGLE• HEAVY-DUTY HOLLOW-WALL.,..ANCHORS
The latest generation of the ever-evolving
TOGGLER hollow-wall anchor technology ...
The SNAPTOGGLE anchor is a heavy-duty hollow-
wall anchor for use in walls, ceilings, or floors of
materials such as gypsum board, drywall with a
steel stud, concrete block, tile over drywall, etc.
The anchor is pre-assembled and ready for immediate
use. The ratcheting strap / locking cap assembly
positions the one-piece zinc-plated (or stainless)
steel anchoring channel flush against the rear of
the wall. The cap sUdes down the straps to lock
flush against the front of the wall. The straps on
the outside of the wall are then easily and quickly
snapped off by hand flush with the surface of the
wall (no extra tools required). Holding is dependent
only on a metal bolt to metal channel connection.
The SNAPTOGGLE anchor complies with all
existing fire codes for critical applications.
Benefits compared to wing toggles:
Holds up to 2x the load
Solid metal channel resists vibration & shock
Pre-assembled and ready for immediate use
Pre-installs without fixture or bolt
Installs in a significantly smaller hole
Automatically adjusts to thickness of wall, ceiling, or floor
Does NOT spinbolt installs with a screw gun
Uses a shorter boltno need to carry a wing
New plating is 7 times more corrosion-resistant
Does NOT fall behind wall when bolt is removed; fixture
can be removed and reinstalled as often as desired
ULTIMATE TENSILE PULL-OUT VALUES [lb]
Anchor UNCthread Drill dla. 1/2" 5/8" •112• with 25 *518" with 25 Concrete 1/2" steel Stainless In
Drywall Drywall gauge stud gauge stud block plate 1/2" steel'
BA 3/16"-24 1/2" 238 356
BB 1/4"-20 1/2" 265 356
BE 5/16"-18 3/4" 270 480
BC 3/8"-16 3/4" 275 576
BD 1/2"-13 3/4" 275 576
ULTIMATE SHEAR [lb]
Anchor UNC thread Drlll dla. 1/2" 5/8"
Drywall Drywall
BA 3/16"-24 1/2" 247 298
BB 1/4"-20 1/2" 241 324
BC 3/8"-16 3/4" 292 406
Industry standards recommend 114 of ultimate test load.
412
425
439
466
468
462 802 9181
464 1,080 1,2882
477 1,400 1,680
488 1,745 1,692
513 **2,0382 2,605
• Failure measured as breakage of d,ywaU portion
Failure of block
' Stainless steel botts used
I Hardened botts USed
1,1931
1,7351
2,118
2,5231
3,150
• Stainless steel channel tested with stainless bolts in 112· sleet plate
Holding strength for a SNAPTOGGLE heavy-duty hollow-wall anchor varies directly with the strength and condition of the substr ate
and the bolt sizeand inversely with variations in hole diameter and the distance of the load from the wall.
AN figures in pounds. Pun-out values based on independent laboratory tests done according to U.S. Government standards.
They should be used as guides only and cannot be guaranteed. The age, condition, and capacity of the substrate must
be considered.
1
VISIBLE ".:;R ,",P H ICS
9736 Eton Avenue
Chotsworth, CA 91311
T 818.787.0477
E-Fox 818.477.5123
www.visiblegrophics.com
Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
•a•~ Oui
D" As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Alcaraz
mi I~hF,~
File Name:\ \SERVER02\AII Visible Docs \Retail Jobs\Christina \ Teles Properties \#10664R -Teles Properties-Carlsbad, CA \02 Drawings
SNAPTOGGLE• HEAVY-DUTY HOLLOW-WALL ANCHORS
Specifications ------Description SNAPTOGGLE Heavy-Duty Hollow-Wall Anchors (Toggle Bolts)
Material zinc-plated 1010 cold rolled steel (or 300 series stainless steel) metal channel, high-impact polystyrene
straps and handle, translucent polypropylene copolymer cap
Screw specification UNC-thread machine screw (bolt) to match thread in metal channel
Minimum screw length thickness of wall or ceiling+ thickness of item being fastened+ 1/2"
Minimum clearance behind wall 1 '/,"
Minimum drywall thickness 3/8"
Maximum drywall thickness 3 ¼" for BA & BB anchors
21/," for BC, BD & BE anchors
9½' for BAL & BBL anchors
Also available:
metric-threaded channels [MS, M6, MS & M10)
RoHS-compliant channels
stainless steel channels
The plastic straps and cap washer are positioning and retention elements only. They do not otherwise function as
anchoring elements. Holding is dependent only on a metal bolt to metal channel connection.
The SNAPTOGGLE anchor complies with all existing fire codes for critical applications.
a = anchoring channel /
zinc-plated cold rolled steel or
300 seriff stainless steel
b z straps / high-impact polysly"""' / locking ratchet
C z cap / transtucenl polypropylene copolymer
d = ergonomic handle / same u straps
' ~ . ~I~ (ia' ~
Code Bolt thread Drill Diameter Grip Range
BA 3116"-24 (#10-24) 1/2' 318' -3¾'
BB 1/4'-20 1/2' 318' -3'!.'
BE 5/16'-18 314• 318' -2½'
BC 318'-16 314• 318' -2½'
BO 1/2'-13 314' 318' -2½'
BAL" 3116'-24 (#10-24) 1/2' 2' -9'1,,'
BBL' 1/4'-20 112· 2· -9'/,,'
The same product codes with an S at the end indicate stainless steel, e.g.,
BB,. 1/4'-20 thread in the zinc-plated channel I ·Long-(L)torrooftngondtor
BBS= 114'-20 thread in a stainless steel channel -,Ncll-0<ceiingo
Gently hand engage at least one thread of bolt with channel before using screw gun
to avoid cross threading the bolt.
For maximum shear holding, orient channels vertically to Hoor.
Use hardened or stainless bolts for maximum weight load.
Enlargement of specified insertion holes size will reduce anchor effectiveness.
Remove anchor by removing bolt, inserting screwdrive and popping channel behind
wall off plastic straps with a sharp blow.
All SNAPTOGGLE anchors meet the requirements of Type V anchors in Federal
Specification FF-B-588-0 (superseded).
All bolts and threaded rods used with SNAPTOGGLE anchors must meet ANSI or
HR 3000 standards to ensure safety and effectiveness.
BL = T + W + 1/2"
[For min. W & max. W.,
see Grip Range at left]
BL---! C. ~,
'p '.'
:\
C = 111."
Drill appropriate sizt hole. Hold metal
channel flat alongside plastic straps &
slide channel through the hole.
Minimum clearance behind wall:
Hold ends or straps together between
thumb & forefinger and pull toward you
until channel rests behnd wall. Ratchet
cap along straps with other hand until
flange or cap is flush with wall.
Place thumb between straps at wall.
Push thumb side to side. snapping off
straps level with flange of cap.
Place item over flange. Insert bolt and
tighten until snug against Item, then stop.
Use ~hine screw or bolt to match
thread in metal channel.
only l'i,'.
o.DDD(l
VJSible Graphics does NOT provide primary
electrical to sign location -responsibility of others
Client Signature Date
COPY -COLORS -SIZES
2
DLORD A PP RO
Landlord Signature Date
This design is the exclusive property of
Vosible Graphics and cannot be reproduced in
whole or part. without prior written approval
Job Number
10664R 8
VISIBLE G 0 APHICS
o~
ox O ,8)
www.visiblegrophics.com
Project Name:
Teles Properties -Carlsbad, CA
Project Address:
1905 Calle Barcelona, Suite #230
Carlsbad, CA 92009
SNAPTOGGLE• HEAVY-DUTY HOLLOW-WALL ANCHORS
Appllcatlons
Flat panel TVs
TV mounts
Lighting fixtures
Window treatments
Marine applications
Hand rails
Grab bars
ADA hardware
Office furniture
Heavy machinery
For maximum holding Tn
Cinder block
Concrete block
Gypsum board
Drywall
Benefits
Tile over drywall
Plasterboard
Composite panels
Cement board
Partitions
Cabinets
Shelving
Solar panels
Garage doors
Greenboard
Plaster
Stucco
Fiberglass
-----------
Strongup to 2x the toad of an old-fashioned wing toggle
Solid metal channel resists vibration and shock
0 bolt is centered in channel and positioned for precise installation
Sinks
Heavy fans
DSS antennas
Re installations
Roofs & decking
Plywood
Steel plate
Plastic
Wood studs / beams
0 bolt threads never touch interior surface of hole and so cant saw through substrate
Save tlmeat least 6 minutes per anchor versus wing toggles
Can use a screw gunanchor does not spin
Save moneyturn a 2-person job into a 1-person job
Use a shorter boltno need to carrry a wing through the wall
New, patented strap design with sturdier straps and smaller ratchet interval:
0 adjusts more precisely and snaps off flush to wall, ceiling, or floor
0 does not break prematurely
0 pushes aside insulation
Smallest Installation hole for each bolt size
0 maintains integrity of wall, ceiling, or floor, strengthening the anchoring
0 ends the need to patch an oversized hole
[a 1/4" wing toggle requires a 3/4" diameter hole: 50% larger than the 1/2" diameter hole
used by the 1/4 SNAPTOGGLE anchor)
New plating is 7x more corrosion-resistant than B633-85 Type Ill/SC 1 government spec high
quality zinc plating [350 hours to red rust in salt spray test versus only 48 hours for government spec]
Pre-Installs without the bolt to make handling of fixture easier
Reusable in the same holeremove the bolt without losing the anchor
New ergonomic design fingers grip straps more naturally and more easily with no slipping
TOGGLER"
ANCHOR SYST1:M
~ ·. .' ·· ........... -~··•
TOGGLER Anchor System 888.864.4537 Toll-Free
Div. of Mechanical Plastics Corp. Phone
110 Fax
Norwalk,
USA
info@toggler.com
www.toggler.com
TOGGI.ER and typolac<,. logo symbol. and SNAPTOGGLE ""' -'9gistered trademarl<s of Mochanical .._ COfl). BA. BB. BC. BO, BE. BAL. BBl. BAS. BBS. BCS. BOS. BES. BAI.S. BBlS, BM5. BMII. BM8, BM10, EIM5l. SMel. BM5S. BM6S, BM8S, 8M10S, BM5LS, and BM61.S 119 w011dwido lrldOll\lllU of Mocnenal P1u1ict Co<p. U.S. Pa-no.and 1of91gn cooot1f1)8111
"'"'9of.~pa-pontlng.020011 .. --•-Ptottic8p. 3 SNAPTECH0412
Dat" Oui ADD D Q D L ORD AP P RO
As Noted
Scale: As Noted
Sr Acct Mngr: Christina Garcia
Coordinator: Janina Zamorano
Designer: Christopher Alcaraz
iiii I~~~~ Visible Graphics does NOT provide primary
electrical to sign location -responsibility of other.,
Client Signature Date
COPY -COLORS -SIZES Landlord Signature Date
File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina\Teles Properties\#10664R -Teles Properties-Carlsbad, CA \02 Drawings
This design is the exclusive property of
Visible Graphics and cannot be reproduced In
whole or part, without prior written approval
Job Number
10664R 9