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HomeMy WebLinkAboutPS 14-24; HUMANA; Sign Permits/Programs (PS).'\/'I.-)+ lqc} ·""';· 1. -._. f,j rf 1-...--------------------------------------...... L,. -.; -,f CARLSBAD REVIEW FOR SIGN Ri:RM-IT P-11 Development Services Planning.Division --- 1635 Faraday Avenue {760) 602-4610 www.carlsbadca.gov ~~~~~k~G~C~Ta;f:¥..J:_-a'f DA TE ol -;fi10:::::1 &./: SIGN FEE ..... Jc-.E.") ______ -------- SIGN PROGRAM FEE .... ·-------- -BECEIP.T 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.-:grovide-an,.elevatien-fer-all-proposed·sign(s}which spe"Cifies·ttre·follbwing: A. Dimensions and area for all ~xisting and proposed sign(s). _l;L M.aterials..tbe .sign(s)-Will--be -constructed-et. 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 a llcation must be submitted riorto 4:00 .m. Average processing time: 2 weeks Name of Project: ..... -· .,......_ .... Q __ , _________________ _,__ ___ _ Address of Project: :Sll8 I Avc1)1dO (Q;.l{)1'.:l'\. ~e, . f\j' (Q; }~i)20 I ~ 1 i::k R Assessor Parcel Number:cy!() (:;R(-..) q~J:1) Related Planning Case Number(S): ------------------- TYPE OF DEVELOPMENT: 00... Residential (d) Hotel/Motel (g) Theater CO2)) Commercial (e) Service Station (h) · Gov't/Church (c) Office/Industrial (f) Prof. Care (i) Public Park SIGN PROGRAM AND/OR SPECIFIC PLAN CRITERIA (j) Produce Stand (k) Nursery (I) P-U/OS Zone YesO NoO Specific Plan Number ___ _ VILLAGE Rl;:VIEWAREA (ff yes. please complete information on page 3) Yes D SOUTH CARLSBAD COASTAL REVIEW AREA Yes 0 SIGN ORDINANCE: Yes O No 0 COASTAL ZONE: Yes o·. No·o· P-11 Page 1 of4 NoG2( NoO Rev. 06/12 .. -, EXISTING SIGNS: TYPE --NUMBER SIGN AREA SIGN HEIGHT Pole Monument Wall Suspended_ 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 ----ALbOWED AREA HEIGHT HEIGHT Pole** Monument** Wall I d-0 'P ------------- Suspended --Directional Canopy Freestanding** {Project Identity) PROPOSED TEMPORARY SIGNS: TYPE MAXIMUM NUMBER NUMBER ALLOWED PROPOSl;D· MAXIMUM PROPOSED MAXIMUM PROPOSED SIGN SIGN SIGN AREA SIGN AREA HEIGHT HEIGHT Construction** For Sale** Banner **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 appUcation showing how the proposed signage will not encroach into the public right- of-way or present a traffic hazard. Pa_ge 3 of -4 illustrates an example for what would be required for such proposed signs. P-11 Page 2 of4 Rev. 06/12 -- SITE PLAN REQUIREMENT FOR POLE, MONUMENT, ANO FREESTANDING SlGN 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 l I P/L • Sight Distance Requirement • I . Show building/s I I : I ; I I . -------:-. - '---/ Show setbacl<;s from all curbs --- ' . '-. I ' I I • I Show all property Jines I I P/L : I ' I I ' . curb Jine • • ... -I--• : ----------~--- Si&h,t Visibility I Street Name(s) .@ .. -----·-· ---~ • 4 ' -I I North . ·z1~4f.Off0-Sign design ~tandards 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 Oistance: 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 Footij.Q_e: --------sq. ft. Total Suilding Street Frontage: linear ft. Total Signage Allowance: sq. ft. l:xisting Signage (sq. ft.): sq. ft. Remaining Sign Allowance at Present: sq. ft. Proposed Signage (sq. ft.): sq. ft. Remaining Sign Atrowance After Proposed Sign: sq. ft. VIL~AGE REVIEW AREA Total Signable Area: --------sq. ft. Total Signabfe Area Length: sq. ft. Total Signaote Area Heiglif: sq. ft. Total Projection from Wall Face: inches P-11 Page 3 of4 Rev. 06/12 '. ( '· STATE ZIP TELEPHONE I CERTIFY THAT I ·AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. APPLICANT NAME PRINT OR TYPE MAILING ADDRESS CITY STATE ZIP TELEPHONE I CERTIFY THAT I AM THE REPRESENTATIVE OF THE'LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. ~'P..~-.:.:::.'~=---..!.!13~~~~~'$,.}.if;-~, __.-_ r g1)1~f DATE . 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 comer 5. Pole and monument signs to .be checked by Transportation Engineering, for visibility issues. 6. ·When approved route copy to Data Entry APPROVED: Planner: ~ ~ Date:2::f Cf-J lf P-11 Page 4 of4 Rev. 06/12 "' •' 12-24-13 File : IconiclentSolut2350a.mcd Site : Humana Harbour Centr(;l Location No. 1995 5421 Avenida Encinas -Suite N Carlsbac,l, California 92008 Icon Identity Solutions Sht.1 of 2 Sign Type: 2'-0" tall x 5" deep x 9'-9 3/4" long 'Humana' LED channel letters mounted on 7-1/4" x 7-1/4" raceway fot insta1lation on building wall. ])rawing Packet: HNA0036A sheets 1 thru 5 of 5. Design loads are based on the 2010 California Building Code ( 2009 IBC ) using Exposure C and 90 mph winds. Design Wind Speed: (mph.) V := 90.0 Importance Factor: I:= 1.00 Based on Category Il, Non-Hurricane Prone Regions with V = 85-100 mph. Velocity Pressure Coefficent at a Height of Less Than 30', Exposure C: Kz := 0.98 Topographic Factor: Kzt := 1.00 Based on 6.5.7.2 Wind Directionality Factor : Kd := 0.95 Based on Table 6-4 Velocity Pressure: ( PSF) qz := 0.00256·Kz·Kzt·Kd,v2-I qz = 19.305 Force Coefficent for Components and Cladding: Cf:= 1.65 Taken from Figure 6-17 Gust Effect Factor: G := 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure : ( PSF ) F := qz·Cf·G F = 27.076 Use: WL := 27.1 Design Show Load : ( PSF ) SL := 5. 0 Based on Ground Snow Loads. Reference : 2008 Aluminum Design Manual, The Aluminum Association Flat Stock : 6061-T6 Temper and Alloy Fy = 27.0 ksi.; Fb = 16.82 ksi.; Fv = 12.00 ksi. Reference : Manual of Steel Construction, AISC 13th Edition. Mounting Bolts: 18-8 Stainless Steel Fu= 60.0 ksi.; Ft= 20.00 ksi. ; Design Loads : Dead Load: Based on 5.0 lbs./sq.ft. : ShDL := (2.0·9.81·5.0) ShDL = 98.1 lbs .. Wind Load: Snow Load: All Exposed Surfaces : ShSL := [[(6· l.48-1.67){ :·i )] + [( 7~~S}9.81JJsL Combined Shear : Summation: (lbs.) ShTot := ~[ (ShDL + ShWL)2 + (ShSL + ShWL)2] 12-24-13 Icon Identity Solutions Design of Mounting Bolts : Mounting Bolt :Oiameter : ( in. ) MntBltDia := 0.375 Stress Area: ( in.2) MntBltArea := 1t·MntBltDia2 MntBltArea = 0.11 ( Based on nominal diameter per AISC 4-3 ) . 4 Allowable Tension: (lbs.) AllwTe11 := 20000-MntBltArea AllwTen = 2209 Allowable Shear: (lbs.) AllwShr := IOOOO·MntBltArea AllwShr = 1104 Number ofMounting Bolts in Shear : NoShr := 6 Shear Load per Mounting Bolt : ( lbs. ) ShrMntBlt := ShTot NoShr ShrMntBlt = 63.657 Number of Mounting Bolts in Tension : . NoTen := 3 Top to Bottom Distance Between Mounting Bolts : ( in. ) LvrArm := 6.75 Tension Load per Mounting Bolt: ( lbs. ) TenMntBlt := (ShTot)-{5.0 + 7·25) TenMntBlt = 231.05 NoTen·LvrArm Unity Check : Mounting Bolts UCMntBlt := ShrMntBlt + TenMntBlt AllwShr AllwTen UCMntBlt = 0.162 < Note: Use 3/8" diameter 18-8 Stainless Steel bolt, with spacers thru ElFS, as listed: Expansion bolts in concrete or brick walls. Toggle bolts in concrete block or panel walls. TEK screws in metal studs. Lag bolts in wood studs. All thread bolts with blocking between studs. Design of Mounting Straps : 1.00 Bar Width: (in.) BarWdth := 2.0 Bar Thickness : ( in. ) BarThk := 0.25 Plate Specimen: (in.) PLS := LvrArm -5·5 PLS = 0.625 2 Minimum Thickness Required : ( in. ) ReqdThk := TenMntBlt· PLS· 6 (BarWdth· 16820) ReqdThk= 0.16 Unity Check -Bar Thickness : UCBarThk := ReqdThk UCBarThk = 0.642, < 1.00 BarThk Sht. 2 of 2 OK OK Description: 2411 LED FACE-UT BLUE 11HUMANA" CHANNEL LETTERS ON RACEWAY LETTER LOGO Depth (in): 5 Depth (in): Stroke (in): 4.25 Width/Stroke (in): .lfeight (in): 24 .. · Hei ht (in): lllu.mination: Trim cap size (in): 3/4 Trim cap size (in): Trim cap color: C:Pl Trim cap color: Alum. return thickness (in): 0.040 Alum. return thickness (in): - Return color: CPl Return color: Back material: 0.05011 alum. Back material: Face ma~erial: 3/1611 thick plastic Face material: Plastic specifications: . PL1; Acrylic Plastic specifications: Face decoration: :cv1 Face decoration: Aspect ratio confirmed: Location of letterset: Drain holes: ¢5/16" hole w/light baffle STRUCTURAL: Area (ft2): J~it6? _·· . . , Weight of sign {lbs.): . .. . . . . L.etter/Logo mounting: fRac,1~~~~~~~,\~.:t/~ t:.~~5v~::~:~~:_:~~r~~:3~~;f;;~~•;-'rR;t~t'2~;.~.,~ .. ~~,,~ :,1<~~~J'.~~~,~~~i.,:;1t~.~,~~}~fi~1 i~\·~~*~'~Jj}~~~r$~~~~m(;{~,i~i! ...,,,, 11 ' ' ••\ -~ , •, < _:,.~;;J ., ~M"'S~•~,,,_>,.,,.,,,~/<~1,.~,>';-<j~:<>-..1!.;:iJ,_,_...,~,•'l<.:lii.--,, .... '.6\t: Letter/logo fastener to raceway: ¢3/8" bolt Anchor (.raceway to wall): ¢3/811 anchor Fastener quantity (min): 3-pe.r letter/logo . : Wall anchor quantity (min): 4 per.l~tt~r; 2top/bohpr:n · ELECTRICAL: Power supply location: ;R;~'.rlii~f~~\i.\~f?<;,::c;x:.?'FI': Primary voltage: :~i.~;@~~)F{)ff ;·ll)~\ Amps: , 0.6. ~· ·· Watts: Max. modules per power supply: 120 . Photocell required: ADDITIONAL INFORMATION: · CUSTOMCOLORSARELANDLORDCONTROLLE -. C •1 CP1-CUSTOM COLOR TO MATCH PMS #299 12255 w. 10 7th St cv1-cusroMcoLoRTo MATCH PMS#299 Mcken .. a· IL·. 60448 License # ai4~~1( ·-~ , _ • .-• ..! I _ t I I . General Requireme.nt~ -1. All letter sets·requir~ a UL label . . ·2. letters are designed to meet 2009 International Building Code ASCE 7-05 (90 mph ~xpos 3. Letters to be install~d according to NEC and/or applicable local cotjes ·4. The disconn~ct must be placed in direct view of the sign 5. Use white sili<;one to cqnceal l!ght leaks w 24• LED FACE•LIT BLUE "HUMANA" F CHANNEL LEMRS ON RACEWAY F= DRAWING No.: HNA0036A REQUEST No.: 157606 ESTIMATE No.: 69332 LOCATION: CARLSBAD, CA LOCATION No.: 1995 SHEET# DRAWING SCALE: AS NOTED 1 00 ::c :::0 rr:1 )> o::;;; AZ 8 co :n--· -< an OJ •• ~ ;-'.(Zo,o )>0 i C) :c = )>O!l::, s:r-•' f'1 S2 :::0 ' s: -• ON ON _o 0 )> TOLERANCE:± 1 /16" ON ALL QIMENSIONS USE WHITE SILICONE TO CONCEAL LIGHT LEAKS THIS SIGN TO BEAR THIS MARK ®=;a- Jgl!Jg©'iiiiiJII© ®ll®INI l r "o I + + "' L ~ + + ELECTRICAL LEDs: : . ~1. AVL-LED-AP3 POWER SUPPLY:. ·1 · · l3EBRITE LED DRIVER 12VDC 60W AMPS: · · '0.6 .AMPS V.A.: 120 VOLTS CIRCUITS: 9'-9 3/4" + + ~ + + 10 7/8"-------~- 0 0 CD DETAIL: RACEWAY BACK WATTS: 72 + + + ~ + APPROXIMATE MOUNTING LOCATIONS I CJ + + rT11··1 ICON, U.L & ELECTRICAL LABEL LOCATION EXTRUDED ALUM. RACEWAY >-----1---MOUNTING POINTS SCALE: 3/4"=1'-0" • ~~'"~'~tii;;CT.11~,li'.it:t'•;;t,;;tllt.~!i.'ilb;;::;t:;;;-,.,..,:,:c, ~::!if, ~';i?~;.,·&.i.e·i ;:cc!::. :.{:.;;.;};;.:-.;.-:::211:::c::· ;;;r.w-.:~;·;-;,~,~~,,;;,:;;!11~.!Z',.2,:r,.~;,:,::i~111~0til'.0:.i>:~;,r\l'r~~.:i.ut:~ ... ~~.;~); u } ~ ~!~ ;, ~I :1 }i ii ·' ~ r t~ :::i t·~ 0 " ~ . ' ., f:j _J ' (,') ., :i: 't(1 '/"., 1r-p ~ ! i '" ~ u. ~ & ' j u ~ fj :a I-fl z 1 w "'l: 11 = w ~ 0 <( ~ .,,d ~ tl.. E-i () .:;i ,;, Q r.;', le! (J ~ a; lJ.. H .~'( 0 z <( z 0 ~ _J =i o. 0 Cl. ti: w F- Ii-tu _. _. IUJ :z :z v-:C :z 0 =' <( ::.) i- 0 ~:i: i~ ldenlltr lolullona DRAWN BY: NICHOLE RIZZO _,,~ i I I == I ~i ,0) ! C) ; l I r f ; i ! l t 1418 ELMHURST RD. ELK GROVE VILLA~E ILIJNOIS 60007 CHECKED BY: ADAM DIMODICA if,:...:i ,...,.,, er,, ~ .,,,,.,, If,',:,> ,C:f.;JI t{ ft')'~ m ... ~·s, "v" ti:>.» ~ .. :< 1f"-.:;U "!l.."-'11, ,;, ,n-Jl U-11 t ll ..__ ____ _ .,.,.,. QJt If~ ,, «.X...~ M!,.,. = J .• !.f."' a) .... ~ l<Tll -- M;,l>, 4."li-..w (I a t ·~ u.<.I> r.r-11 11t'G" co I"-- tiO T"" T"" ,.... " r ,; " ;; \ ,, ~ !;c _a,--... ~ l: i:: , ... .. ~ ;i ~ ~..:: :fl t 1¥. f t Jtt $ ii: l! if. ,, ~ " ~ •• ~ ~ ., ~ I F, ', j: j r. '" ~ ~ i ~ f, i lit~ t Int!. " '11;; i~fi '1, ~li,B t· -&ft .... f;~ie~ [• ;, DRAWING No.: IHNA0036A REQUEST No.: 1157606 I-= Q s Cl l,U .... z: ~ ~ wwi1111A11T111mw11m10P1R1TOP1CDN1uim~wrioa EStlMATE No.: 69332 , ~=-=::,-::UC::'.:::S:.:':TH" LOCATION: CARLSBAD, CA ....... _.,_11111,AIIIIIIILY-IIIIIALIAffM. 1c11n1A11E11acuai10m1111umw.11.1CT11CAL.111c111111CA1. LOCATION No.: 1995 I SHEET# ~=-=-===UIED~ffllDIOFTHE DRAWING SCALE: AS NOTED I 3 ALUMINUM RETURN #8 PAN HEAD SCREW TRIM CAP~·--.,;-...;;::,.-...: WELD-ON 16 RESIN BOND OR CHANNEL BOND ALUMINUM POP RIVET 7 1/4" EXTRUDED AlUM. RACEWAY w/LID---it-----t-~ 3/8" ALUM. RIV-NUT & BOLT---- CRIMP CONNECTOR---~ (2) PLTC #18ga. LED WIRE--B----~¥A ¢Yz" ELECTRICAL FITTING---11------ WIRE NUT--..1!-~~-""lti.-<>~ POWER SUPPLY---i---~~~~=& }f-20 HEX BOLT w/ HEX __ ll--___ NUT & LOCK WASHER ~a" THK. ACRYLIC FACE ¢9-fo" DRAIN HOLE w/ LIGHT BAFFLE--14---,.. MOUNTING MAY VARY, SEE SHEET #5 FOR MOUNTING OPTIONS @ 4'-0" C/C MAX RACEWAY GROUND WIRE JUNCTION BOX, U.L. TO PRIMARY SOURCE ¢},." CONDUIT, U.L. SILICONE CAULK, APPLIED TO ALL WALL PENETRA TlONS SCALE: 1-1/2'=1'-0" SECTION ANCHOR TYPE WALL TYPE ¢1 /2" SLEEVE ANCHOR (~3/B"BOLT), 2" CMU, BRiCK MINIMUM EMBEDMENT ¢3/8" EXPANSION ANCHOR, 2 1 /2" MINIMUM EMBEDMENT ¢3/8" LAG BOLT ¢3 /8" THREADED ROD ¢3 /8" THREADED. ROD w/ALUMINUM OR PVC COMPRESSION SLEEVE ¢3 /8" TOGGLE BOLT (WING OR PIVOT ROD) 8 MOUNTING OPTIONS. Identity Solution, DRAWN BY: NICHOLE RIZZO 1418 ELMHURST RD. ELK GROVE VILLAGE ILIJNOIS 6!)007 CHECKED BY: ADAM DIMODICA PRE-CAST CONCRETE, CONCRETE WOOD BLOCKING, PLYWOOD WOOD, CONCRETE BLOCK, EIFS WALL SYSTEMS EIFS WALL w/ FOAM INSULATION GLASS MATTE SHEA THING, PLYWOOD SCALE: N. T.S. ~ ii~~WLrtEfi~JsB~l~\llt,A· DRAWING No.: HNA0036A F REQUEST No.: 157606 DIAWINIUIU! TIIUXl:LUIM PIDPIRn a, ICOII IDIIITITT IOWnlilll ESTIMATE No.: 6 9 33 2 :;.~====~":1:.:::S'!.W::· THrs 1-L-O_C_A-TI_O_N_: --1-C-A_R_L-SB_A_D_,_C_A---1 APPIIIMD VIIDOll 11 PAIIIICAnDN, AlllMII.Y AIID lfflALIATIDII. · 1C11111A1E110CW1110mmllCl1HIAl.,11.1C111CA1, MECIIAIIICAL LOCATION No.: 1995 SHEET# :~::S'::::"~i::::111~•ommEDFTHE DRAWING SCALE: AS NOTED 5 Humana ,,-•. '"! ·-~· ,-EXISTING SIGN 1 ?' ~ ; '' '" ·{<, ~ :. DATE CUSTOM,IL-i4-BLUE-FACELIT l~LUM~NATED CHANNEL LETIERS W/ RACEWAY· (20 Sq. Fl.). RECOMMENDATIONS BLUE FACES I BLUE RETURNS (TO MATCH EXISTING) BLUE BY DAY/ ILLUMINATES BLUE AT NIGHT PAINT RACEWAY TO MATCH BUILDING LANDLORD CONTROLLED DAY VIEW NIGHT VIEW PROJECT#: SUBMITIAL IS: APPROVED DATE: 05/16/12 SCALE: 3829 OAPPROVEDASNOTED ouEmoomRAC1on Rev.1: 00/00/00 i---Ni_ll_ ADDRESS: 5421 Avenlda Encinas Ste N -------=O=-Rev_1s_eo_AN_o_Res_ua_MJT ____ -:_=-/.=::::_1.--"o=iATE Rev. 2: 00/00/0D DRAWN av: CITY/STATE: Carlsbad, CA LOCATION 111' FILE PATH: Acllve\ACCOUNTS\H\Humana\Locallons\ Rev. 3: 00/00/0D i---1_1 _ ZIP: 92008 1995 3829_1995_Carlsbad_CA.cdr Rev. 4: 00/00/00 PADE 111: Otaw' ,~elhs""1usllcprnpe,1Yol~onlden!ltySl1kltoosll1c,.Any~,,u1hc11lzeduseordu al!onbnotl)ellritt.,d. Rev. 5: 00/00/DD B SCALE: 3/8'=1'-0" The Icon Companies" i~i~ 1CC11ktdr>UlfSOMicii1 hli11tCat1MJl11tc1ttaactStr.,cH EXISTING SIGN 2 7•.4 3/6" {Humana Side View NON-ILLUMINATED CHANNEL LmERS • LARG~ (BLUE) PLATE LETTERS 9'·7" BLUE LETIERS TO MATCH EXISTING SCALE: 3/6"=1'-0" LANDLORD CONTROLLED ~/).3 J RECOMMENDATIONS Humana PROJECT#: SUBMITTAL IS: APPROVED DATE: 05/16/12 SCALE: 3829 D APPROVED AS NOTED cLmNTcomRAaron Rev. 1: 00/00/00 i---N_IA __ ADDRESS: 5421 Avenlda Encinas Ste N 1------1----'0=-Rev_1s_Eo_A_ND_RE_su_sM_rr ____ :::_1.:::_':.-:iM~re Rev. 2: 00/00/00 DRAWN BY: CITY/STATE: Carlsbad, CA LOCATION a: FILE PATH: Acllve\ACCOUNTS\H\Humana\Locatlons\ Rev. 3: 00100100 1---PA--::-a-: _ ZIP: 92008 1995 3829_ 1995_Carlsbad_CA.cdr Rev. 4: 00/00/00 Rev. 5: 00/00/00 9 ~llJmana APPROVEO DATE: 05/16/12 D APPROVED AS NOTEO CLIENT coilm.iCTOR Rev. 1: 00/00/00 1-.,....,..,.,,,,,.,...- ADDRESS: 5421 Avenlda Encinas Ste·N 1-----'1-----D=REV~1;;.;;sEo;:,;.A;;;:No;.;;R;:.;.Esu;:.;.e;;;;M1r'--___ :::::::::_1:::_1.--=o,;=1;re Rev. 2: 00100100 DRAWN BY: CITY/STATE: Carlsbad, CA LOCATION N: FILE PATH: Acllve\ACCOUNTS\H\Humana\Locatlons\ Rev. 3: 00100100 1---1'-- 1995 3829_1995_Carlsbad_CA.cdr Rev. 4: OO/OD/DD PAGEN: ZIP: 92008 '"'o-,..,-,-.,,-111o-.,.'""iu,"".,=10PC-,~-",;;11con-ldo""n-,,so""lli;,llon:..,.,.,nc-.. ""A11-u-na-utho""r!Zed_u ... se-or'"'du....,..ai""'o""n~-.. -.-~,-m"'11t""d.-1 Rev. 5: 00/00/00 3 > ' A B C D .. AREA/WEIGHT SiGN SQUARE FOOTAGE: 11.04 ESTIMATED SIGN WEIGHT: 25 Lb. TOLERANCE:± 1/16" ON ALL DIMENSIONS 2 DESIGN LOADS ARE BASED ON THE 2010 CALIFORNIA BUILDING CODE (2009 IBC) USING EXPOSURE C AND 90 MPH WIND SPEED. ----------------------7'-4 5/16"---------------------- . "' -~ L @ ELEVATIONS· ARTWORK CD MOUNTING LAYOUT 0 REF. DWG. SIGN ID: " 2 (l w :s ~ CJ SCALE: 1"=1'-0" MOUNTING LOCATIONS SCALE: 1"=1'-0" 3 3 \ 4 BILL OF MATERIALS No. QTY. DESCRIPTION SPEC. AS REQ'D 1" WHITE SINTRA LETTERS 70 27 10-24 X 2" LONG THREADED ROD ALUM 72 27 HEX NUT -10-24, AS SPACER 94 DRILL AND TAP TO ACCEPT 10-24 THREADED ROD t----+-----t---,--,----------------------t------1A CUT OUT LETTERS 97 98 HIL Tl RE-500 ADHESIVE PAINT AND VINYL SPECS CP1 AS REQ'D PAINT TO MATCH PMS 299 1" 1/4' F--A--+-1 1/4" E:MBEDMENT I • '' • I•: r~ -:·· ;·? :-~~/ .. )----,fq·:·:·};-:i w Jeff . Griffin 1-22 5 . 187th St Mok n~ a, IL. 60448 Lice ise # c.~~~it~~~~ JI ll..-iQ----1111 @ SECTION ' : ,ti'• •• : •• . ' . .a, •, • I• ~ Humana CHECKED BY: ADAM DIMODICA DA TE CHECf<ED: 09 30 2013 FILE: HNA0037A SHEET: 1/1 4 B C D