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Home My WebLink AboutPS 2018-0018; DOUGLAS ELLIMAN; 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 J)ev l,(H t-0 0 ~ 'j PLANNING APPLICATION# ()St.c>lY-Och t REC'D BY \..\-~ £,..\.~ DATE ~bb'6 SIGN FEE ~ '-~-, 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: _o_ou_G_LA_s_E_LL_1M_A_N _____________________ _ Address of Project: 1905 CALLE BARCELONA su1rE #230 Assessor Parcel Number: tJS' 01 'Z---01-1-ou Related Planning Case Number(S): ___________________ _ TYPE OF DEVELOPMENT: (a) Residential (d) Hotel/Motel (g) Theater t@ Commercial (e) Service Station (h) Gov't/Church/School U) Produce Stand (k) Nursery (c) Office/Industrial (f) Prof. Care (i) Public Park (I) P-U/OS Zone SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA Yes □ NoO Specific Plan Number ____ _ VILLAGE REVIEW AREA (If yes, please complete information on page 3) YesB SOUTH CARLSBAD COASTAL REVIEW AREA Yes SIGN ORDINANCE: Yes O No 0 COASTALZONE: Yes □ No □ P-11 Page 1 of 4 No □ No □ 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 O No O Date ______ _ PROPOSED PERMANENT SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER PROPOSED SIGN SIGN AREA SIGN SIGN ALLOWED AREA HEIGHT HEIGHT Pole** Monument** ' " ' ,, Wall TWO t;i ~1'-~ z:.:-~ 5/g l.. -0 Suspended/Projecting Directional Canopy Freestanding** (Project Identity) Digital Display 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. 10/13 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 I P/L : Sight Distill\ce Requirement . . I Show building/s . . . : I . I : : I . . Show setbacks from all curbs , _____ ;_ ---. . I . I . I . Show all property lines I ! I P/L : . I . ; • I I curb line . . . . . . • ----------~--- ' . Sight Visibility I Street N ame(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 'I Total Building Square Footage: II sq. ft. ---~~----, ,. Total Building Street Frontage: 5-S t; '-<> '-o.. linear ft. Total Signage Allowance: (,o 4 sq. ft. Existing Signage (sq. ft.): _________ sq. ft. Remaining Sign Allowance at Present: sq. ft. Proposed Signage (sq. ft.): &'\. Cf 1,. f sq. ft. Remaining Sign Allowance After Proposed Sign: 0 • If 4' sq. ft. VILLAGE REVIEW AREA Total Signable Area: sq. ft. ---------Tot a I 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(678)226-5240 APPLICANT CRIS ZAMORANO (818)402-544 7 NAME (PRINT OR TYPE) NAME (PRINT OR TYPE) JONES LANG LASALLE AMERICAS INC VISIBLE GRAPHICS INC MAILING ADDRESS MAILING ADDRESS 1125 SANCTUARY PARKWAY 9736 ETON AVE CITY STATE ZIP TELEPHONE CITY STATE ZIP TELEPHONE ALPHARETTA GEARGIA 30009 CHATSWORTH CA 91311 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. See A~{...0--c ~J ~ \r.._,_/c,., -t') z-1.A-1'6 SIGNATURE DATE SIGNATURE0 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 rout~. at Ent APPROVED: Planner: ~ Date: -;:J-, I I r P-11 Page 4 of 4 Rev. 10/13 {(O))Jll Via Email January 08, 2018 Re: Forum Carlsbad, Carlsbad, CA Douglas Elliman Real Estate, Space # 230 Dear Tenant, Tenant Coordination/Retail Jones Lang LaSalle Americas, Inc. 1125 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. 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, Om~;_, '-1')1~ vfu:~: McClellan Tenant Coordination/Retail Jones Lang LaSalle Americas, Inc. Enclosure cc: Ms. Christina Garcia, Visible Graphics w/encls. Rodrigo Sada, Forum Carlsbad Ann Nance, JLL Retail Art Papaceno, JLL Retail Raj Chandani, Forum Carlsbad Ana Casimiro, Forum Carlsbad .. De. v 2.e>t t -oa :J 'i SIGN PERMIT NO. PS '2.-o t k -oo \ 8' APPROVED BY DATE PLANNING ff5 .~ f-e.-: ~-;/1 I 1t3 BU ILD ING • EST. 1911 OU. 2 L as 1man REAL ESTATE 1905 Calle Barcelona Suite #230 Carlsbad, CA 92009 ORIGINALLY SUBMITTED: August 20, 2017 Revised: February 06, 2018 NATIONAL SIGN FABRICATION, PROJECT MANAGEMENT AND DESIGN LICENSE# 745555 TYPE C-45 EXP: 07/31/2016 9736 Eton Avenue, Chatsworth, CA 91311 T 818.787.0477 Fax 818.787.0415 www.visiblegrophics.com ' .. .. Site Plan (Not To Scale) ~ Dou lasElliman ~ g REAL ESTATE 1905 Calle Barcelona, Suite #230 Carlsbad, CA 92009 ------LB .. d q .. !~ '.J i !~ q J 0 Bi ~ > . ~ ~d2J t.):~1 ., i tr-;~ : C !-15.. r : ~ ,= , I'' ~ 5! ,, , ~ (p.-~ ~ l ., ' .---, j {-·-· -·--, C.--~ '----= Item 2 Parking Entry 10-----L--if= '' . ,·. I PLANNING DEPA~TMENT APPROVAL 1 BY:~~ DATE: tJz-ftll-<Ef VISIBLE GRAPHIC S 9736 Eton Avenue Chatsworth, CA 91311 T 818.787.0477 E-Fox 818.477.5123 www.visiblegrophics.com DaCl Project Address: )905 Calle Barcelona, Suite #230 Carlsbad£ CA 92009 Dan, De oc As Noted Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: -= PROJECT ID SIGN UTHE FORUM" BACKLIT LETTERS -= PRIMARY SIGN STOREFRONT & BUILDING ELEVATION " = SECONDARY SIGN STOREFRONT <JD DO " ' ~ Dou lasEllimafi Visible Graphics does NOT provide primary electrical to sign location • responsibility of others ~ g R EAL ESTATE Client Signature Date COPY -COLORS -SIZES File Name:\ \SERVER02\AII Vis ible Docs \Retail Jobs \Christina\ Teles Properties \#l 1178R . Teles Properties-Carlsbad, CA \02 Drawings ' " '\. '\. \. \. \ \ \ \ •'\,, \ \ ("'✓ '.;'.>. \ ,;.:. ·j, \ 'f. -~\ r::. '· - _c:, .. · · ,\i 11 "1 ~-.---'iL.LLl_U_-1,1' -I ~-.. I ··~ ·U "/ r .r ·c_• .,,,,-•• , ·1,-..,_\;r-.., ~\ i. I 1\ L. -I \\ J) -- :till' /J ~: •1 . 1/B·· 'I I .)f/iTT I -f I ' I J I/ i.., ; ____ '::'.,) ,~ii 'J 11 -~~---\._:f:._ i--=-: ___j_ - ==--1~' r •\-•-~ ~]l \ $, • , I ~~ L L-f I --=--=-==--1 I DLORD AP PRO Landlord Signature Date 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 11178R • 1 2 ~ I 00 V, L/) 0 C -I I m r-m < )> -I -0 z (} (} 0 ~N 1 LL T""" LL N 0 ~ VISIBLE GRAPHICS 9736 Eton Avenue Chatsworth, CA 91311 T 818.787.0477 E-Fox 818.477.5123 www.visiblegrophics.com oaa Project Address: 1905 Calle Barcelona, Suite #230 Carlsbad, CA 92009 [)aTc Do 0" Scale: __________ _ Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: {) (} {) 0 {) C Q) ..c c.o (.)0 :-t=N ~ {) {) w 0 I!) LL T""" LL N 0 I n w os::t" LL 0 LL N 0 C 0 :.;::; 0.. Q) ~o EAST ELEVATION 67'-0" ~ Dou lasEllimafi ~ g REAL ESTATE .. I> I>" a Vosible Graphics does NOT provide primary electrical to sign location -responsibifity of others Client Signature Date COPY -COLORS -SIZES File Name:\ \SERVER02\AII Visible Docs \Retail Jobs\Christina \ Teles Properties \#I I I 78R -Teles Properties-Carlsbad, CA \02 Drawings DLORD APPRO Landlord Signature Date b I 0 \0 This design is the exclusive property of Visible Graphics and cannot be reproduced in whole or part, without prior written approval Job Number 11178R • ;:,noc 2 East Elevation :: I + ~ N Scale 1/4"=1' lii:\ALLSIGNS \!Y U.L. LISTED WALL •1 1/2" SPACER~ PAINTED TO MA I CH 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) r 12·-r ------------ • 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 00 -II') ("t"I ,• N L 9736 Eton Avenue Chotsworth, CA 91311 T 818.787.0477 E-Fox 818.477.5123 www.visiblegraphics.com OU ast111man TY: 1 Project Address: 1905 Calle Barcelona Suite #230 . CarlsbadL CA 92009 Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: :: REAL ESTATE N -__ "q" Surface Area = 28.97 Sa. Ft. ~ Dou lasEllimafi ~ g REAL ESTATE Visible Graphics does NOT provide primary electrical to sign location • responsibility of others Client Signature Date COPY -COLORS -SIZES Scale 3/4"=1' Landlord Signature File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina \ Teles Properties\#l l 178R -Teles Properties-Carlsbad, CA \02 Drawings Date PMS COOL GREY IIC This design is the exclusive property of Visible Graphics and cannot be reproduced in whole or part, without prior written approval Job Number 11178R 3 South Elevation Scale 1/8#=1' 15'-4 3/4" :j !◄ 4'-4 3/8" ►II◄ 4'-3 118" ►I I◄ 4'-1 3/4" ----- @ALLSIGNS U.L.LISTED EXISTING WALL------.-i· (STUCCO OVER WOOD FRAME) AF6-l/4 (#10 x 4") ALLIGATOR ANCHORS (REFER TO SHEETS 7-8), MIN. 3 PER LETTrn. --BOLTS SEALED WITH SILICONE . . 063 ALUMINUM FACE, PAINTED BLACK - .177 WHITE LEXAN BACK-- LOW VOLTAGE WHITE LEDs ----1 12V DC LED POWER TRANSFORMER--WI DISCONNECT SWITCH AS REQUIRED • 120 V POWER FEED (PROVIDED BY OTHERS)----1 2" SPACERS, PAINTED TO MATCH BUILDING----1 .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 = •~ DouglasElliman REAL ESTATE4· PMS COOL GREY 11C Frontaae = 58'-6"Ft. 9736 Eton Avenue Chatsworth, CA 91311 T 818.787 .0477 E-Fo,c 818.477.5123 www.visiblegrophics.com Project Address: 1205 Calle Barcelona Suite #230 ' CarlsbadL CA 92009 TY: 1 Sign Type: . ·-. ·-·-- Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: ~ Dou lasElliman ~ g R E A L ES TATE File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina \ Teles Properties\#11178R -Teles Properties-Carlsbad, CA \02 Drawings Surface Area = 30.85 Sa. Ft. V',sible Graphics does NOT provide primary electrical to sign location • responsibility of others Client Signature Date COPY -COLORS -SIZES Scale 1/r=l' Landlord Signature Date This design is the exclusive property of Visible Graphics and cannot be reproduced in whole or part, without prior written approval Job Number 11178R 4 The latest. generation of the ever-evolving TOGGLER solld-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 ~rick, 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] sero;i aJ;;,;;~r;- Anchor Anchor Drill Screw 1/2" dla. dla. Size Drywall AS/AFS 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 dla. Drill dla. Screw size AFS 3/16" 3/16" #8SMS AF& 1/4" 1/4" #10 SMS AFB 5/16" 5/16" #12 SMS 3/8" 3/8" NIA 3500 psi Screw 4000 psi Concrete Size Concrete 544 #10 SMS 2,316 675 #14 SMS 2,633 1,025 5/16" Lag 3,083 1,168 3/8" Lag 3,570 ~ ~,~ \\~-~-.4·f .. ~~~ .-.. 1/2" Drywall _.,~~ 125 ~h~,~~ .:;;;,.,.1,anc••· 153 -------In hollow walls (drywall, tile 171 brick, etc.), as the screws the jaws of the ALLIGATOf into the teeth of the anch, NIA NIA = Not Applicable -♦-.-1nse,ted ,mo walr i. ii_.i_ .. F ... -_ .. , -"""-• • f . ---~ In solid walls (concrettt. masonry, brick, etc.) the ALLIGATOR anchor extrudes up to 2x Its original length & bond• th• .crew to wall \ ' ~ •.:ffl ~ ... , --, r.=.~ _.,,~,.:":'._, ~. ~-~--~ ,, Scrnw op .. ns aflt hor .;.Thread lock$ ,nto an,llor<; 'i::f:!h "' to "sist vibratic.n arr! shl:itt. over drywall, hollow block, hollow ters the hollow space, it opens anchor. The screw thread locks ,, to resist vibration and shock. A10 SMS "' Sheet Metal Screw , Lag = Lag Screw or Bolt Holding strength for an ALLIGATOR solid-waN anchor varies directly with the strength and condition of the substrate, the S<,t<t size, and the extent of the screw engagementand inversely with variations in hole diameter and the distance of the load from the wal AH figures In pounds. Pull-out values based on independent laboratory tests clone 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 VISIBLE GR,\PHICS Dan, De oc As Noted 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] ~AL...j l ~er Flush-Mount Flanged T For through-the-fixture I push-through Installation For hollow brick.drywall, or tile over drywaff, etc. 1-- ~ ~ Anchor description Anchor & Drill Diameter 0 Screw Sizes (D) Minimum Screw Thread Length (TL) Anchor Length (AL) Minimum Hole Depth (HD) Min. Wall ThlckneH (W) 8'ts\SMIISI\\S\\> + Sheet Metal 1-TL--.j T Screw ~\\$\$$\\\I \IS I> Wood Screw j.--TL-j ~ lag Screw 1---TL-j AFS A5 AF8 3/1&· 1/W C A5 Al Al A1I A8 #4-#9 #6 -#12 P/11,•+L 11/a•+L 13/s"+L 15/1s•+L 1" 15/,s" P/,s" 11/s" 1½" Pl/ 1/4" NIA 3/8" NIA Maximum Strength Anchoring Guldellnes 3/11" Illa. AFS 1/~IIIIL Aft 5(11"dlL Afl 3/rlllla. AF& A8 A10 s,m· 3/!Jt #8 -#14 #10-#18 113/11,"+L P/."+L 2"+L 15/a" P'1s" F/a• 21// 2½" 1/2" NIA NIA The screw diameter changes the compressive force 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 com,sssed 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 twice anchor length. Drilled hole length + thickness of fixture should exceed screw length by imlnimum of 1/2" . SMS = Sheet Metal Screw / Lag = Lag Screw or Bolt ALLIGATOR Anchor Drill Size ScrewType AFS / AS (3116") 3/16' #10 SMS AF6 / A6 (1/4•) 1/4' #14 Lag AF8 / A8 (5/16") 5/16" 5/16" Lag A10 (31&•) 3/8" 3/8" Lag ~"""a Mln.Embeded Minimum Thl'9ad Length Hole Depth 2· 2 1/2" 2 1/4" 2 3/4' 2 1/2" 3 1/4' 3• 3 1/2" 2 DLORD AP PRO The anchors should be Installed at least 1.5" (39mm) from an unsupported edge In high· strength materials, because ol the high compression lorces exerted by the screw. With lag bolts, do not perm~ the unthreaded portion to enter the anchor. Any unthreaded portion should remain In the item being anchored. Use hex head screws wherever possible, because of high back pressure. 9736 Eton Avenue Chatsworth, CA 91311 T 818.787.0477 Project Address: Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: ltM\\ Dou lasEiliman ~ g REAL ESTATE V',sible Graphics does NOT provide primary electrical to sign location -responsibitity of others This design is the exclusive property of Visible Graphics and cannot be reproduced in whole or part, without prior written approval Job Number E-Fax 818.477.5123 www.visiblegrophics.com 1905 Calle Barcelona Suite #230 ' CarlsbadL CA 92009 File Name:\ \SERVER02\AII Visible Docs\Retail Jobs \Christina\ Teles Properties \#l 1 l 78R -Teles Properties-Carlsbad, CA \02 Drawings Client Signature Date COPY -COLORS -SIZES Landlord Signature Date 11178R 5 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. Installation Instructions 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. OriN holt same diameter as anchor. Push in anchor and tap flush. Appllcatlons Electrical equipment Lighting fixtures Plumbing fixtures Partitions Hand rails / grab bars Telephone equipment Shelving Place ttem 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 Cinder block Aerated concrete Wood Stucco 3 Anti-rotation fins prevent spinning while the ALLIGATOR anchor expands along the screw In solid wans ... up to ti its original length. DSS antennas Fire extinguishers Window frames Door framing Transformers Storefront gates Smoke detectors Plaster Tile Drywall Green board As Noted In unexpected cavities or In hollow walls (hollow brick, hollow block, tilt over drywaN, 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 ~ W9:_y !!_a ALLIGA!OR 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 to the wall of the hole (360° and along its full length) for full compressive holding over the entire length of the screw. 36<JRHOL.DING 01 ... .. ... I circular cross-section of solid ALLIGATOR anchor Only 2-dfrectional Holding €) cross-section of ordinary non-sc/id 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 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= •INI-"•-I the substrate, resulting in catastrophic failure. The wedge element is forced against the split Metal wedge anchor contBCB wall and holds only where circumference is greatest 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 lal W&iiidiifii4MI 1_;!111 -ALLIGATOR anchor Blrudes up to 2x ft• length& bonds screw to wal 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 o.f 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 extrusion & 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. 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. As a result, the same hole can be reused for use with another ALLIGATOR anchor of the same size. C 1. ~--· ~--. ~-1 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 t,-:,-,, .. ,B'•r:t-:A!1fa:i'SI·• -,a weakening of the wall. A//TOGGLER Anchors are proudly made In the U.S.A. TOGGLER$ ANCHOR SYSTEM * .. : ··-•.. _____ •.. ~··® TOQQLER Anchor System Div. of Mechanical Plastics Corp. 11 0 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 TOGGLER and typoll,:e. logo 1ymbol, and AI..LIOATOR .,. ---~ -01-PloS1ico Corp. AF5, "5, AFe, A8, AF8, A8. and A10 .,. WOl1dwido -01 Mechonlclil Pluticl C0<p. U.S. f'lllonl No. 5,938.385 ond breign ~ lheNl0I0 2001!, 2010, -I Ptu11co Corp. LUGTECH041Z 4 9736 Eton Avenue Chatsworth, CA 91311 T 818.787.0477 Project Address: Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: rfm\\ Dou lasEllimafi ~ g REAL ESTATE Vosible Graphics does NOT provide primary electrical to sign location -responsibility of others This design is the exclusive property of Visible Graphics and cannot be reproduced in whole or part, without prior written approval Job Number E-Fox 818.477.5123 www.visiblegrophics.com 1905 Calle Barcelona, Suite #230 CarlsbadL CA 92009 File Name:\ \SERVER02\AII Visible Docs \Retail Jobs \Christina\ Teles Properties \#11178R -Teles Properties-Carlsbad, CA \02 Drawings Client Signature Date COPY -COLORS -SIZES Landlord Signature Date 11178R 6 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 slides 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 Drllldla. 1/2" 518" *1/2" with 25 *518" with 25 Concrete 1/2" stNI Stalnless In Drywall Drywall gauge stud gauge stud block plate 1/2" StNI' BA 3/16"-24 1/2" 238 356 412 462 802 9181 1,1931 BB 1/4"-20 1/2" 265 356 425 464 1,080 1,2882 1,735' BE 5/16"-18 3/4" 270 480 439 477 1,400 1,680 2,118 BC 3/8"-16 3/4" 275 576 466 488 1,745 1,692 2,523' BD 1/2"-13 3/4" 275 576 468 513 **2,0382 2,605 3,150 ULTIMATE SHEAR [lb] • Fwlure measured as breakage of drywall portion •• Failure of block Anchor UNC thread Drill dla. 1/2" 518" Drywall Drywall ' Stainless steel bolts used • Hardened bolts used BA 3/16"-24 1/2" 247 298 • Stainless steel channel tested with stainless bolts in 1/2" steel plate BB 1/4"-20 1/2" 241 324 BC 3/8"-16 3/4" 292 406 Industry standards recommend 1/4 of ultimate test load. 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. 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. 1 VISIBLE GRAPHICS 9736 Eton Avenue Chotsworth, CA 9131 l T 818.787.0477 E-Fox 818.477.5123 www.visiblegrophics.com oaa Project Address: 1905 Calle Barcelona Suite #230 ' CarlsbadL CA 92009 Dan• De oc As Noted Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: ~ Dou lasEllimaii ~ g REAL ESTATE File Name:\ \SERVER02\AII Visible Docs\Retail Jobs\Christina \ Teles Properties\#l l 178R -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 + 112• Minimum clearance behind wall 1 '/,• Minimum drywall thickness 3/8" Maximum drywall thickness 3 ¾' for BA & BB anchors 2½' for BC, BO & BE anchors 9'!..' for BAL & BBL anchors Also available: metric-threaded channels (MS, M6, MB & 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 series stalnless steel b a straps / high-impact polystyrene / locking ratchet c a cap / translucenl polypropylene copolymer d ~' • ~(t{~ d = ergonomic handle / same as strap• Code Bolt thread Drill Diameter Grip Range BA 3/16'-24 {#10-24) 1/2' 3/8' • 3'!.' BB 1/4'-20 1/2' 3/8' -3%' BE 5/16'-18 3/4' 3/8' • 2'!.' BC 3/8'-16 3/4' 3/8' • 2'!.' BO 1/2'-13 3/4' 3/8' -2'!.' BAL* 3/16"-24 (#10-24) 1/2' 2' • 9'!.' BBL* 1/4'-20 1/2' 2' -9'!.' The same product codes with an Sat the end indicate stainless steel, e.g., BB,. 1/4'-20 thread in the zinc-plated channel I •Longst,_(Ulofroollngondfor BBS= 1/4'-20 thread in a stainless steel channel -.,ythidtwall0<c:91ing1 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 waH 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. lnstallatlon Instructions BL = T + W + 1/2" [For min. W & max. W., see Grip Range at left] BL----! C . ~1 :~ C = 17/a" Drill appropriate size hole. Hold metal channel ffat alongside plastic straps & slide channel through the hole. Minimum clearance behind wall: Hold ends of straps together between thumb & forefinger and pull toward you until channel rests behnd wall. Ratchet cap along straps with other hand until flange of cap is flush with wall. Place thumb between straps at wan. 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 machine screw or bolt to match thread in metal channel. only 1'1t'. CJD DO V,sible Graphics does NOT provide primary electrical to sign location -responsib~ity of others Client Signature Date COPY -COLORS -SIZES 2 DLORD AP PRO landlord Signature Date This design is the exclusive property of Visible Graphics and cannot be reproduced in whole or part, without prior written approval Job Number 11178R 7 VISIBLE GRAPHICS 9736 Eton Avenue Chatsworth, CA 9131 1 T 818.787.0477 E-Fox 818.477.5123 www.visiblegrophics.com oaa 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 holdlng In Cinder block Tile over drywall Concrete block Plasterboard Gypsum board Composite panels Drywall Cement board Benefits --------- Partitions Cabinets Shelving Solar panels Garage doors Greenboard Plaster Stucco Fiberglass Strongup to 2x the load 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 Reinstallations 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 TOGGLERe ANCHOR SYSTEM ~ \.~-~ TOQGLER Anchor System 888.864.4537 Toll-Free Div. of Mechanical Plastics Corp. Phone 110 Fax Norwalk, USA info@toggler.com www.toggler.com TOGGLER and lypelace, logo ■ymbol, and SNAl'TOGGL£.,. --f9gillered -ol -P1utico Co,p. BA, BIi, l!C, BO, BE, Ml. BBL, BAS, BBS, BCS, BOS, BES, BAlS, BBLS, BM5, -. BMI, BM10, BM5l. BMel, BM5S, BMeS, BMIS, BMIOS, BM5LS, and~ ore~ tradorn■tb ol M■cllonicol Plutics Corp, U.S. Pol■nt no.and lo19ign countefl)lll1I -· Other po-pending. 0 2008., Mochanic■I Plastlcop. 3 SNAPTECH0412 [)an, De CJD DO DLORD APPRO 0" As Noted Scale: As Noted Sr Acct Mngr: Christina Garcia Coordinator: Caroline Alles Designer: ~ Dou lasElliman ~ g REAL ESTATE Visible 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 \#11178R -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 11178R 8