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Home My WebLink AboutPS 2018-0002; MAKE MONUMENT; Sign Permits/Programs (PS)4 (\Cicyof Carlsbad REVIEW FOR SIGN PERMIT P-11 '0Cvoio4q Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov PLANNING APPLICATION# . REC'D BY @~ 4 DATE t[cf/if SIGN FEE ______ 4c-~(i..._c:;_,_-_" ___ _ 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). 8. 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: Make Mo11uMt11 ~ Address of Project: S"Gou ~velll(/t>i [nc,·nas, Carft.b,.c( CA t/)t)o >[ Assessor Parcel Number: 110 -oqos -oo d>D ---"---=----=---....;;..;;;.. ________________ _ Related Planning Case Number(S): _ __,,(~p,._P_-_2°_1_;_?-_-_0_0.......;a..s-....;;.'F __________ _ TYPE OF DEVELOPMENT: (a) Residential (d) Hotel/Motel (g) Theater ~. Commercial (e) · Service Station (h) Gov't/Church/School 0) . 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 □ No □ Specific Plan Number ____ _ VILLAGE REVIEW AREA (If yes. please complete information on page 3) Yes D SOUTH CARLSBAD COASTAL REVIEW AREA Yes 0 No □ No □ SIGN ORDINANCE: Yes O No 0 COASTAL ZONE: Yes O No 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 SIGN ALLOWED PROPOSED AREA SIGN AREA HEIGHT HEIGHT Pole** Monument** , I • S 5 f.q ft I 6 Wall Suspended/Projecting Directional Canopy Freestanding** (Project Identity) Digital Display PROPOSED TEMPORARY SIGNS: MAXIMUM NUMBER MAXIMUM PROPOSED MAXIMUM PROPOSED TYPE NUMBER SIGN SIGN SIGN ALLOWED PROPOSED AREA SIGN 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 Page2 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 l I PIL / Sipt D~ce Requirement Show building/s . I I ; I I J I ~---l Show setbacks from all curbs --- I I I ' I I I Show all property lines I P/L ! i I : f I • cmb line . • . . . • . ----------~-- I • Sight Visibility I Street N arne(s) Ci) 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: sq. ft. Existing Signage (sq. ft.): sq. ft. Remaining Sign Allowance at Present: sq. ft. Proposed Signage (sq. ft.): sq. ft. Remaining Sign Allowance After Proposed Sign: 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 APPLICANT NAME (PRINT OR TYPE) NAME (PRINT OR TYPE) (f\Ate,,_; , ?ct-e.r lo.,s~ l.tc le. t~of"ltc> Iv oed. MAILING ADDRESS MAILING ADDRESS '). '3,6 S. $icrr"' \ 0 \ 'v\J .?Jr~~~ s~,h 3oO CITY STATE . ZIP TELEPHONE CITY STATE ZIP TELEPHONE .G'., lc11111-Ge"''"' C/l-q')..o,-l 1 '" .'{7,/ .oz,.,, Sc." O,t.~o CA qJ /o( '1 /q-3l > -<./o C,1? 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. 5 u .. c,f-t-°'c~e J. qt~f}________-'/t.1/J?- SIGNATURE DATE SIGNATURE 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 copy to Data Entry APPROVED: Planner: ~'(l_ ff)(L-~f Date: l /a.f/(0 --,,1'--r, ---- P-11 Page4 of 4 Rev. 10/13 Date: 5/23/17 . . To whom it may concern: I have reviewed and approved the sign prints for tenant "Go Pro", "Verve", and "Go Daddy", labeled sign "A". I hereby provide my approval of the above described signage for installation at the location listed below. Installation Location: 5600 Avenida Encinas Carlsbad, CA 92008 Landlord Name: Cruzan Address: 236 S. Sierra. Solana Beach. CA 92075 Phone Number: 714.421.0252 Authorized Signature: ,,, ,: _, 1 os12312011 Printed Name: Thomas Wood Title: Construction Manager RE !ERE Cf E INEERING Structural Engineering Services STRUCTURAL CALCULATIONS for "Make" Monument Contents: No: ,. ___ Wind Pressure Calculation Lateral System Analysis Seismic Analysis Issue/Revision: Initial Submittal www.ReverenceEngineering.com 619-354-1152 at 5600 Avenida Encinitas Carlsbad, CA Prepared for: San Diego Electric Sign Date: 2 3 4 5/14/2017 1 of 5 Project#: 170514 For proposals and inquiries: Projects@ReverenceEngineering.com ·• Project#: "Make" Monument RL rR ,p ;c_,,Nr :Rti'C flNC':w.l~W:!door 170514 5600 Avenida Encinitas, Carlsbad, CA DESIGN LOADS AND SPECIFICATIONS California Building Code 2016 2 ASCE 7-10: Minimum Design Loads for Buildings and Other Structures WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29 DESIGN WIND LOADS -SOLID SIGNS (SECTION 29.5) V =~mph Basic Wind Speed h =[I]ft Average Height s/h = 1 - B/s = 1.667 - G = 0.85 - Cabinent to Overall Height Ratio Cabinent Width to Height Ratio Gust Effect Factor [26.9.1] Figure 29.4-1 C1 Cases A & B s/h Aspect Ratio B/s 0.05 0.1 0.2 0.5 1 1.00 1.80 1.70 1.65 1.55 1.45 0.90 1.85 1.75 1.70 1.60 1.55 0.70 1.90 1.85 1.75 1.70 1.65 0.50 1.95 1.85 1.80 1.75 1.75 0.30 1.95 1.90 1.85 1.80 1.80 0.20 1.95 1.90 1.85 1.80 1.80 0.16 1.95 1.90 1.85 1.85 1.80 h = Cumulative Height to top of section z = Centroid of Section Height K, = Velocity Pressure Exposure Coefficient 2 1.40 1.50 1.60 1.70 1.80 1.80 1.80 s=[I]tt B=~ft 4 5 1.35 1.35 1.45 1.45 1.60 1.55 1.70 1.70 1.80 1.80 1.80 1.80 1.85 1.85 ;= a= Kd= Kzt= 10 1.30 1.40 1.55 1.70 1.80 1.85 1.85 qh = Velocity Pressure (ps0 q, = 0.00256*K/K/Kzt*V i p = Design Wind Pressure (ps0 IF two poles, spacing: [I]ft [O for one pole] 0.2B = Distribution Factor: Vertical sign dimension Horizontal sign dimension Surface Roughness: 0 Exposure Category: 0 900 ft 9.5 - 0.85 20 30 1.30 1.30 1.40 1.40 1.55 1.55 1.70 1.70 1.85 1.85 1.90 1.90 1.90 1.90 [Table 29.3-1] [Eqn 27.3-1] [Eqn 29 .4-1 l 2 ft Terrain Exposure Constant [Table 26.9-1] Terrain Exposure Constant [Table 26.9-1] Directionality Factor [Table 26.6-1] Topographic Factor [26.8.2] 45 INTERPOLATION 1.30 1 1.667 2 1.40 1 1.45 1.42 1.40 1.55 1 1.42 1.75 0.90 1.55 1.52 1.50 1.85 1.95 C1= 1.417 - 1.95 Force Coefficient [Figure 29.4-1] Case B Offset (Fraction of sign load that must be attributed to each pole, if more than one is present) www.ReverenceEngineering.com 619-354-1152 2 of 5 For proposals and inquiries: Projects@ReverenceEngineering.com Project#: "Make" Monument llV 'U l(IN t .l'\IC 170514 5600 Avenida Encinitas, Carlsbad, CA SIGN BUILD FORCE is PER POLE and reflects distribution per Case B to applicable components # lih width Tarm CAB? h z K, q, P, AF F (kip) M (kip-ft) Ta Toff T (k-ft) 1 3 10 3.0 1.5 0.849 22.351 26.914 30.0 0.807 1.211 1.615 0.000 1.615 2 3 10 6.0 4.5 0.849 22.351 26.914 30.0 0.807 3.633 1.615 0.000 1.615 3 4 5 6 7 8 9 10 H= 6 ft Overall height check 1.615 4.845 3.230 GRADE V (kip) M (k-ft) T (k-ft) Moment includes an additional 10% per 29.4-1 if slh=1 1.61 5.33 3.23 DIRECT BURIAL FOOTING DESIGN b =[I]ft Footing diameter (diagonal} Mu =[~}IJk-ft Moment at grade Vu=[~:~} M,= 3.197 k-ft ServiceM(0.6•Mu) V,= 0.969 k s = 100 psf/ft Lateral Bearing per I BC Table 1806 .2 s' = 267 psflft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft S1 = 469.6 psf d = 5.277 ft A= 3.138 ft MEMBER SELECTION STAGE: Section Type: PipeA53 z Section Name NO ( ) I-j::: C/) u u5 ~ 3" Std. Pipe _J w C/) z Section Name _J 0 <( -( X) ::, I-zU <( w 4" Std. Pipe ::;E u:l C/) www.ReverenceEngineering.com 619-354-1152 M = u V = u 5.33 -1.61 z (in3) 2.19 z (in3) 4.05 k-ft kip cpMn (k-ft) 5.7488 cpMn (k-ft) 10.631 Shear at grade Service V (0.6•Vu) w= 1.3 P= 12601b DESIGN RE SUL TS T = u 3.23 -L= 6 DIC Check 0.927 0' DIC Check 0.5013 0' 3 of 5 PIER DEPTH: PIER DIAMETER: 5 2 k-ft cp = 0.9 ft = 72 in cpVn cpTn (kip) DIC Check (k-ft) 19.56 0.083 OK1 5.412 cpVn cpTn (kip) DIC Check (k-ft) 27.97 0.058 OK 1 10.011 Soil Class: 0 Per IBC 1605.3.2 Lateral Wind Force ft and 4 in ft and 0 in F = y 35 ksi Zreq = 2.03 in3 Combined DIC Check DIC Check 0.597 Ql-,.1 1.388 N.G. Combined DIC Check DIC Check 0.323 01<' 0.646 Qi,1 For proposals and inquiries: Projects@ReverenceEngineering.com Project#: "Make" Monument 170514 5600 Avenida Encinitas, Carlsbad, CA SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS USGS REPORT: Risk Category: II Ss 1.133 of g Short Period Spectral Acceleration le 1 s, 0.435 of g 1-sec Period Spectral Acceleration hn = 6 Fa 1.047 -Site Coefficient W= 15 Fv 1.565 -Site Coefficient TABLE 15-4.2: - ft psf ·Vtl{tN( NG ~ff ;c, lir1111t11vol t11't.,...,..-:'~""" REF: ASCE CHAPTER 15 ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 per 15.4.1.1 Structural height Assumed Seismic Weight (conservative) TL= 8 sec Long-Period Transition Period R=DJ-Response Modification Coefficient for: ASCE 7-10 Figure 22-12 EQUIVALENT LATERAL FORCE PROCEDURE PERASCE 12.8 PER 15.1.3 SMs = 1.19 -Spectral Response Acceleration Parameter SM1 = 0.68 -Spectral Response Acceleration Parameter Sos = 0.79 -Design Spectral Acceleration Parameter So1 = 0.45 -Design Spectral Acceleration Parameter x= 0.75 -Period Parameter C1= 0.02 -Period Parameter Ta= 0.08 sec Approximate Fundamental Period Signs and Billboards [Eqn 11.4-1] [Eqn 11.4-2] [Eqn 11.4-3] [Eqn 11.4-4] [Table 12.8-2] [Table 12.8-2] [Eqn 12.8-7] CALCULATION OF SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-10 12.8.1. 1 Cs= 0.264 -Seismic Response Coefficient Cs= 1.973 -Upper limit for T :S TL [Applicable] Cs= 205.9 -Upper limit for T > TL [N/A] C = s 1.973 -Applicable Upper limit C = s 0.D35 -Lower limit C = s 0.121 -Lower limit for S1 ~ 0.6g [N/A] Cs= 0.D35 -Applicable Lower limit Cs= 0.264 Seismic Response Coefficient (Strength Design) SIGN BUILD # height width h 1 3 10 3 3 3 10 6 4 0 0 6 5 0 0 6 6 0 0 6 7 0 0 6 8 0 0 6 9 0 0 6 10 0 0 6 www.ReverenceEngineering.com 619-354-1152 z W(lb) F (lb) M (lb-ft) 1.5 450 118.6 177.9 4.5 450 118.6 533.8 6 0 0 0 6 0 0 0 6 0 0 0 6 0 0 0 6 0 0 0 6 0 0 0 6 0 0 0 4 of 5 [Eqn 12.8-2] [Eqn 12.8-3] [Eqn 12.8-4] [Eqn 15.4-1] [Eqn 15.4-2] Base Bending Moment: 0.7 k-ft Base Shear: 0.237 kip *Wind Governs Lateral Design For proposals and inquiries: Projects@ReverenceEngineering.com Project#: "Make" Monument 170514 5600 Avenida Encinitas, Carlsbad, CA ALTERNATES DIRECT BURIAL FOOTING DESIGN b=DJft Mu =~k-ft Ms= 3.197 k-ft Footing diameter (diagonal) Moment at grade Vu =~k Service M (0.6*Mu) Vs= 0.969 k s = 100 psf/ft Lateral Bearing per IBC Table 1806.2 s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft S1 = 397.4 psf d = 4.465 ft A= 2.473 ft ALTERNATES DIRECT BURIAL FOOTING DESIGN b=[Dft Mu =Q}IJk-ft Ms= 3.197 k-ft s = 100 psf/ft Footing diameter (diagonal) Moment at grade Vu =~k Service M (0.6*Mu) Vs= 0.969 k Lateral Bearing per IBC Table 1806.2 s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft d = 7.069 ft S1 = 629.1 psf A= 4.685 ft Shear at grade Service V (0.6*Vu) w= 1.3 P= 1260 lb DESIGN RE SUL TS Shear at grade Service V (0.6*V u) PIER DEPTH: PIER DIAMETER: w= 1.3 P= 1260 lb DESIGN RESULTS PIER DEPTH: PIER DIAMETER: 5of 5 Soil Class: ~ Per IBC 1605.3.2 Lateral Wind Force 4 ft and 6 in 3 ft and 0 in Soil Class:~ Per IBC 1605.3.2 Lateral Wind Force 7 ft and 1 in ft and O in For proposals and inquiries: www.ReverenceEngineering.com 619-354-1152 Projects@ReverenceEngineering.com Project#: "Make" Monument 170514 5600 Avenida Encinitas, Carlsbad, CA ALTERNATES DIRECT BURIAL FOOTING DESIGN b=DJft Mu=[}~)-ft Ms= 3.197 k-ft Footing diameter (diagonal) Moment at grade Vu =~k Service M (0.6*Mul Vs= 0.969 k s = 100 psf/ft Lateral Bearing per IBC Table 1806.2 s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft d = 4.465 ft S1 = 397.4 psf A= 2.473 ft ALTERNATES DIRECT BURIAL FOOTING DESIGN b=[Oft Mu =o:~:~)-ft Footing diameter (diagonal) Moment at grade Vu = [~:~2:} Ms= 3.197 k-ft Service M (0.6*Mul Vs= 0.969 k s = 100 psf/ft Lateral Bearing per IBC Table 1806.2 s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft d = 7.069 ft S1 = 629.1 psf A= 4.685 ft Shear at grade Service V (0.6*V u) w= 1.3 P= 1260 lb DESIGN RESULTS Shear at grade Service V (0.6"Vu) PIER DEPTH: PIER DIAMETER: w = 1.3 P = 1260 lb DESIGN RESULTS PIER DEPTH: PIER DIAMETER: 5 of 5 ' ' /11r,r·11u,.l1·1,r1 n111i:-:'1'T11,,,. Soil Class: 0 Per IBC 1605.3.2 Lateral Wind Force 4 ft and 6 in 3 ft and 0 in Soil Class: 0 Per IBC 1605.3.2 Lateral Wind Force 7 ft and 1 ft and 1 in 0 in For proposals and inquiries: www.ReverenceEngineering.com 619-354-1152 Projects@ReverenceEngineering.com ,1,. ~~ 5600 Avenlda Endnas Carlsbad, Ca 92008 The drawings, designs, ideas and arrangements contained herein are and shall remain the property of San Diego Electric Sign, Inc. No part therefore may be copied or reproduced and used in connection with any other work or project other than the specific project for whlch they have been prepared, without written consent from San Diego Electric Sign, Inc. If upon submittal to a proposed client these drawings are not released with the afore mentloned consent, these drawings shall be promptly returned to San Diego Electric Sign, Inc., and furthermore, signs shall not be produced in the likeness of these designs. SAN DIEGO ELECTRIC SIGN, INC., USES GREEN TECHNOLOGY LED WITH UP TO 5·YEAR MATERIALS WARRANTY. ASK YOUR SALES PERSON FOR DETAILS. PERMIT PRl·NTS A3 SCOPE OF WORK: MANUFACTURE & INSTALL ONE (1) NEW ILLUMINATED D/F MONUMENT CALLED OUT AS SIGN A ALL WORK TO COMPLY WITH THE 2016 CALIFORNIA BUILDING CODE & THE 2013 CALIFORNIA ELECTRICAL CODE AND ARTICLE 600 OF NATIONAL ELECTRICAL CODE .. ALL SIGNS SHALL BE UL LISTED. YEAR BUILDING BUILT: 2015 SIGN PERMIT NO. PS iot .e, -; ·vo o ·,Z,.. : . . . . PREPARED BY TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA LIC #750379 PLANNING BUILDING 1890 CORDELL CT #105, EL CAJON CA 92020 PH 619.258.1775 FAX 619.258.1805 APPROVED BY . ; 6i~ DATE \'2-· 4'·\1 CITY OF CARLSBAD Administrative Permit Case No. CI>:£ -;}CJ 11-005 ~ Exibit No. A -:::r: Date I 2: · J'-j-I 1 3A."1'J1t~1L _,ef.,'7,~,,~~~ ~,- Dq,artmrnt nf iluilhit,9 nnll 4tirbty C!tttffitatl' of "-f,pnrual FABRICATOR LICENSE NUMBER F!J000,17 THIS C£ltTlftES THAT ~~Ditjo_~tricSia•I•~-----LOCAT&O AT 19'.?0CorddH"t.Suitc 103F1Cajna.CA 'i)OZO IS AP,HOVl'D BY TH£ DfPARTMtHT OP IVILDING AND SAf.CTY VNDClt THE PIO VISIONS or S£CTION 96.203 OT TH£ LOS A/IIC£LCS MUNICIPAL. CODE: AS ,.sPt:c1A1.rvs1G~AJ-.OSUl'POIUS LlGIITWE-IGIITSTI:£1.1.\\S- SP<Ln' µ r...i:tcApnl0~.:011 ~ /..4 ,_.Ml~AJ¥'11.0I I p-- -Cl:lllTltl,--t;••,._,.Cll"r.-an-0,1.01~ __ , _____ ,U,l"CIJ-~Kr-•Ufte&•--•CII" . . • 4· • ' r r r ~ 1"•90' >1v~l\t10 ~ ~l\tfl\t,15 1 ~ ~ <o 9-~ 0 0~ ~ «' ~ ~ ~ 00 ~ 1a ~~ ~<i)~~t c.f>.~c.00~ 0 ~ ~~ * ,¢ ~~() <i:>~ 5600 AVENI DA ENCINAS -1'J'«'o ~~~1.-~ CARLSBAD, CA 92008 ~~ ~ '% 01> ~ ~ ~ P,4L.o 1b 111,11? -41,?p ! ~ OJ?,l?o~ & ~ ,,D N ~ 1 0 y 1 z. 1r, ~ ~ ~J- S' VICINITY MAP SIGN LABEL DESCRIPTION PROPOSED PROPOSED (PRINTS) HEIGHT LENGTH/WIDTH A MONUMENT SIGN 6'-0" 9'-Z- r 'AL~ \ \ ~ ,. ~J ~ 42'-11/2" PROPOSED ILLUMINATION SQ.FOOTAGE 55 LED SCALE: 1/32" = 1' CRUZAN MAKE 5600 AVENI DA ENCINAS CARLSBAD, CA 92008 APN: 210 -0905 -00 -00 SCOPE OF WORK: MANUFACTURE & INSTALL ONE (1) NEW ILLUMINATED D/F MONUMENT CALLED OUT AS SIGN A ' N PARCEL MAP SITE PLAN THESE PRINTS AND THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO ELECTRIC SIGN. INC .. AND THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPLICATED. DUPLICATED OR COPIED IN ANY MANNER. ANO MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETITOR BIDS. UPON OBTAINING A FULLY EXECUTED DISPLAY PURCHASE AGREEMENT AND DEPOSIT. SAN DIEGO ELECTRIC SIGN, INC.. MAY ELECT AT THEIR DISCRETION TO TRANSFER THE DESIGNS HEREIN TO THE CLIENT. ..Sl TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA UC #750379 Client: CRUZAN Job: NEW D/F MONUMENT SIGN Address: 5600 AVENIDA ENCINITAS CARLSBAD, CA 92D08 Salesperson: RORY NICHOLLS Date: 02/13/17 Drawing#:A Revisions: Rl -Revised monument design. R2 -Revised tenant panels from rusted metal to satin black. R3 Change sign location / add setback distance detail. ARTTIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS 4.00 2/22/17 PERMIT PRINTS RI .25 2/23/17 PERMIT PRINTS R2 1.5 11/16/17 PERMIT PRINTS R3 (DK) Provldlng electrical to the sign location ls the responsibility of others. San Diego Electric Sign, Inc. Does NOT provide electrical to the sign location. CUSTOMER APPROVAL OF DESIGNS: Client Signature Date Landlord Signature Date PAGE 2 OF 9 ~ · 5600 El SIMULATED DAYTIME PHOTO OVERLAY SCALE: 112• = 1'-o· 1111 SIMULATED NIGHTTIME PHOTO OVERLAY SCOPE OF WORK: Iii SCALE: 112· = 1'-o· MANUFACTURE & INSTALL ONE (1) NEW INTERNALLY ILLUMINATED D/F MONUMENT NORTH OR SOUTH ELEVATION PHOTO OVERLAYS AND RENDERINGS ARE FOR PLACEMENT REFERENCE ONLY AND MAY NOT BE TO SCALE. PLEASE REFER TO THE PRODUCTION PAGE WITH MEASUREMENT CALL OUTS FOR THE SPEOAC SIZE/SCALE OF YOUR SIGN. NIGHTTIME VIEW SHOWN MAY NOT REFLECT REAL LIFE LIGHTING CONDITIONS. II THESE PRMS ANO THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO ELECTRIC SIGN, INC., AND THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPLICATED, OUPUCATED OR COPIED IN ANY MANNER, AND MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETITOR BIOS. UPON OBTAINING A RJU.Y EXECUTI:D DISPLAY PURCHASE AGREEMENT AND DEPOSIT, SAN DIEGO ELECTRIC SIGN. INC.. MAY ELECT AT THEIR DISCRETION TO TRANSFER THE DESIGNS HEREIN TO THE CLIENT. Jl TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA LIC #750379 Client: CRUZAN Job: NEW D/F MONUMENT SIGN Address: 5600 AVENIDA ENCINITAS CARLSBAO,CA92008 Salesperson: RORY NICHOLLS Date: 02/13/17 Drawlngt:A Revisions: Rl -Revised monument design. R2 -Revised tenant panels from rusted metal to satin blilck. R3 Change sign location / add setback distance detail ARTTIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS -4.00 I 2/22/17 ~MIT PRINTS R1 .25 2/23/17 PERMIT PRINTS R2 1.5 11/16/17 PERMIT PRINTS R3 (DK} Providing electrical to the sign location is the responsibility of others. San Diego Electric Sign. Inc. Does NOT provide electrlcal to the sign location. CUSTOMER APPROVAL OF DESIGNS: Client Signature Date Landlord Signature Date PAGE3! OF 9 4'-2" 1'-4" ----'---:--I -,G) ~~~; -.~·~'.£~, h\ ,, y • -0 2·1 6' 5'-4" 8" 10' NON ILLUMINATED D/F MONUMENT SIGN SCALE: 1/2" • 1'-0" QUANTITY: ONE (1) SQ FT: 55 sq ft G) ACRYLIC PUSH-THRU LETTERS ■ 1/2" ACRYLIC PUSH THRU "MAKE" AND ADDRESS NUMERALS WITH TRANSLUCENT VINYL OVERLAY IN CLIENT SPECIFIED COLOR. SHOWN IN 3M SMOKE 0 INTERNALLY ILLUMINATED CABINET FACES/RETURNS: .080" ALUMINUM, PAINTED "FAUX" CONCRETE ILLUMINATION: 0 WHITE LED TO ILLUMINATE ACRYLIC PUSH THRU ON MONUMENT AND TENANT PANELS MOUNTING: DIRECT BURIAL FOOTING, SPECIFICATION TO BE DETERMINED BY ENGINEERING k : ( 3 ® TENANT PANELS FACES: 2' PROFILE VIEW ■ .080" ALUMINUM, PAINTED MP "BLACK" W / SATIN FINISH RETURNS: ■ .OBO" ALUMINUM, 2· DEEP, PAINTED MP "BLACK" W / SATIN FINISH PUSH-THRU GRAPHICS: 0 WHITE 1/2" ACRYLIC PUSH-THRU 0 MONUMENT BASE ■ WOOD BASE WITH STAINED FINISH IN CLIENT SPECIFIED COLOR CALL OUT. SHOWN IN GREY II THESE PRINTS AND THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO ELECTRIC SIGN, INC, AND THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPLICATED. DUPLICATED OR COPIED IN ANY MANNER, AND MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETITOR BIDS. UPON OBTAINING A FULLY EXECUTED DISPLAY PURCHASE AGREEMENT AND DEPOSIT, SAN DIEGO ELECTRIC SIGN, INC. MAY ELECT AT THEIR DISCRETION TO TRANSFER THE DESIGNS HEREIN TO THE CLIENT. Jl TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA UC #750379 Client: CRUZAN Job: NEW D/F MONUMENT SIGN Address: 5600 AVENI DA ENCINITAS CARLSBAD, CA 92008 Salesperson: RORY NICHOLLS Date: 02/13/17 Drawing#:A Revisions: Rl -Revised monument design, R2 • Revised tenant panels from rusted metal to satin black. R3 Change slgn location / add setback distance detail. ARTTIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS 4.00 2/22/17 PERMIT PRINTS Rl .25 2/23/17 PERMIT PRINTS R2 1.5 11/16/17 PERMIT PRINTS R3 (DK) Providing electrical to the sign location is the responsibility of others. San Diego Electric Sign, Inc. Does NOT provide electrical to the sign Location. CUSTOMER APPROVAL OF DESIGNS: Client Slgnature Date Landlord Slgnature Date PAGE 4 OF 9 .080" ALUMINUM CABINET .118" "CLEAR" LEXAN BACKER 1/2" "WHITE" ACRYLIC PUSH THROUGH GRAPHICS 11/r ALUM ANGLE FRAME WELDED STUDS FOOTING l ► I• I•>- ► l's pan .. - TENANT PANELS SLOAN LATTACE LEDS U/L APPROVED DISCONNECT SWITCH OUTPUT: 12V REMOTE CLASS 2 POWER SUPPLY 4" STEEL PIPE FOR STRUCTUAL SUPPORT --------INPUT: ACl00-240 V 50/60Hz TITLE 24 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND 2013 CALIFORNIA BUILDING & ELECTRICAL CODE, THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. ALL WALL PENETRATIONS TO BE SEALED WITH UL LISTED SILICONE SEALANT. @usTED FABRICATED WITH ALL UL APPROVED COMPONENTS II THESE PRINTS ANO THE DESIGNS HEREIN ARE THE PROPERTY OF SAN OIEC.O B.ECTRIC SIGN, INC.. ANO THE SIGNS OR DESIGNS HEREIN MAY NOT BE RE.PUCATED, OUPUCATED OR COPIED IN ANY MANNER. AND MAY NOT BE USED RlR THE PURPOSE OF OBTAINING COMPETITOR BIDS. UPON OBTAINING A FUllY EXECUTED DISPLAY PURCHASE AGREEMENT ANO DEPOSIT. SAN otEGO ELECTRIC SIGN, INC.. MAY ELECT AT THEIR OISCRETION TO TRANSFER THE DESIGNS HEREIN TO THE OJENT. ~ TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA LIC #750379 CUent: CRUZAN Job: NEW D/F MONUMENT SIGN Address: 5600 AVENIDA ENCINITAS CARLSBAD,CA92008 Salesperson: RORY NICHOLL5 Date: 02/13/17 Orawlng~:A Revisions: R1 -Revised monument design. R2 -Revised tenant panels from rusted metal to satin black. R3 Change sign location / add setback distance detail ARTTIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS 4.00 2/22/17 PERMIT PRINTS R1 .25 2/23/17 PERMIT PRINTS R2 1.5 11/16/17 PERMIT PRINTS R3 (OK) Provlding electrical to the sign location ls the responslblllty of others. San Diego Electrlc Sign. Inc. Does NOT provide electrlcal to the sign locatlon. CUSTOMER APPROVAL OF DESIGNS: Cllent Signature Date Landlord Signature Date PAGE 5 OF 9 GENERAL ~~ ~ W0RJC. ~ CONfOR,J: TO Tht RWUlfWCHT5-0, ~ 2014. OUl"OltNIA DUil.DiNG COOC. tc:co 2 eotc,~ Mfl"10D5 A.'0 f"ROJr::Cf 5NU'V. DftANING, N«J 5f"'tO"tCAT'°" ~ THC nuiSNto STWCTVRI! AHO 00 NOT INDICATt """'°"'· ~. 01< ~OUCNCt Of' =llWCllON, TN.r. ~~TO VMNTAaf 141«> ueuKt Tt'r ~ 0/f' Tt1t =,TROCT\;U 0URJHG ~ M COP.. W'U NOT 0<1"00a :wrr, ~ Cl"-RLG<MT10N5 rnr co,mw:roo. 5nAU. De,k;N. CON5Tl'JJCT, AA'O M,tJHTA!N AU $AITT'Y~A.1110 5t1AU er: ,C:U,.,V lltt5l"ClltCCeLt l"0R CONl"ORJrl1NG TO ......_ LOCAL.. ~TA~ N.D ~~ NfO ~n, 5,..A.'COA~. I.A~. MIO <tG<AA1-ote 3 TtC comt.,tr,CT0t~L \IVUl""r" AU~. et.?VAllOH!i .t.HO !5iflt C0Nomc>N5 "-I~ TO THr: 5TAAT Of CCJt,efR1JC'TlC:J,. A.lrlO NOT rY fl'«. tNG9<t'-~TCLY CX-Nn ~ANOr, OR I~ Tl\AT '1IZ r'CX;NO .. O'ffl) 01111"°'°"" TAU r,cr:aooa: ~ SCAlm OtUOefON5 00 NOT 5CAl? OAAWING5 4 AU 0Me!5f0te AHQOR.~ ecTWrzN THC VNt!OU, ~ Of' ""'~ -,.,.,, ,..crw:Anote :5t1AU. Ill: l>ltOIJGt'f TO ~ A+lDt1lON 0, rttt tNG,1Htt9' N4D "!I.D Jtel"t'"CTOll 'l't ~ ,tW,l. l"RO/IOt' A !IOU/Tl:::>N l"RJOR fO ""'-OCCfD NG W""'l1 AN'f "'°""AlffCl?D 11Y™'CONPUCT01tOMl5:IIO'< 5 Wh(kt NO CQN:,"'1JCT'IOM rxl"AU . .5 AAZ '410WN OK N01?0 l'C*. Nt'f r'MT Of ntr: ~ ~ T'105t fOtt OlttR '4M1.Nt WOM. •· wt"tN,., onM. e l0fNTl'1ro A5 nN'."A.. Tl1t c:otr"UCTat. e 10 Aff'LY n'e OOAI. IN ~TtMA.TING ANO CO'elltUCTI()t. TO MlltY U"-t CONOITK:>W wt,rft'lfR. 0«. NOT lttC. Rtl'tllttMCt e IW'?Alto iN rvtRY INSTANCt. 7 ow,,c;e TO T'Ht c.,&,,t,1N,0a 0eTAN P"RIOR. ~ N'tt:CNAl. 0 'M)RI:. ~OtMC> fN c:c::>M'UCT ""1Tl"I Tl"L 5--itlJC'TUR.A.. ~, C.. ~ &Ull[)ING CClDt Rt0t.HV~5-,-..,t,JJ. et CCIRJttCTtC AT -~ Of'-CON1'W:Ta< , vi,on,c,,110'< V?'IJl'I' "'1 OIMCIC,K)6, r:trlA'lOe, NlCJ !!IT~ COC)ffl()t6 ~ 5T~ ~ NOnr'r' Tt1[ Wit 1\Atr.G>.A"?.LY ()JfN((o-,cm-~. DESIGN CRITERIA I 5TltlJC1\.ftf!,~N~'Mt11~7-10 IAlf<l."""'I.AJM -""'°"''°"!!UIUll-AHllO" ..... ~~ 2 '*"NOLOit.O ~WNO,r,em. IIOMf'H 0$ C,.1'!GO<Y I. ""'°"'""' C 3 !5r$1;CCJ!JT?!tlA ,m:~.o ,s.,.,,..,.., ,,-o .. 3s.., OCOJf"ANCY CATtG0"'1': IJ 1'•• 1.047 ~-1 -~5 ~ceoG,IC,.r?GQl<Y·O llrM"OltTN<lr'N:"CJ«..1.0 ~ M001r,C,4fl0'< , ... ,,.., ... .,., 0 A."""1CAT10N •ACTOlt. ..,.z 5 STEEL t""sfttl ~ Sf'1A.:.L C0Nf"'ORM TO n1t' l"Ol.J.DIM~ llt.HD ~ A!TM '4500. GR e ~-<42 "'5o' VJN ~.«<Cl -A5TM A500. Git Cl ..,..._ <:>I "°' Tl1f'VDtl) iP-00 "5,N A,3',; "'y-3-J$ MIN ,Tffl. 'Vllr A5TM "3<; ,.,....,_ <:>I MN ,ro '1'I' A5TM "53. Git Cl ..,..35 <:>I ... N 2 eou, "1AU. OJNf"'OlilM TO "5"\'U J.:J07 \.NO 3 eC>l~ A-1..t) TttlttJtDCO W.00 5t1AU. M f10T--Or ~VA.lrQtO r'Ot 16™ .-Z~UNO 4 ~ea.~~~ TV A5TU f' I 5s.4 l.NO 5. NV?, :lt1AU. COHl"O"M TO "5TM ~3 , w~CR5 5t1All ~ ro A5TM l'tM-1 7 ~TUl.~~"""-l. Ml'10T-O,.G,AJ,..V~,UMTUAl53 ""° 0. wtlOING e,_ I wt:W 5f'l:UCT\.IRAI.. -'Tf~ INC~ WITH MOJA~ 01. l A;«) Aec ,rf.c::artc/\nc>N. 0-NJU. J. ~ 5rtAll. Dt <2JlN'tOA5 ~ ll'f ~ ca:,c NJT'10ll'JTY WW>ING """-Ill: OONC i,y "1lCT10C l>N. ~ J5ING L.ON-tf't'ORDGtN~~'MTH~l"IWTNS!Lt5~1tt NOT ~,._ 70<:,ow..e,e NOffl)~ 8.2 AU."'10r'A>Vm.Dwa.D55""'4Dt~DYAHA6C 01..AUTY CUTI~ l"Ae,'JCAT~ e 3 tJNlZ5!, A ~rt.wrLO 512t ~ INOK:Alro. r"RCH1Dt Ml'NIMIN :,cztffl,D l"tR.~ ~TICN, 5lCTlON J2, T~ J2 4 AWMINUM ITAeRJCAT? AND u..rcr ~ rw cc»A"UA-"l<Z wm1 T't'1' AU..M,..1JM ~TION CJ,,/V 2010AJ..IIINl..'I 0C'!IIGN MANIJAL(M),,l'j I. Tt1f 5l"eCl'"ICA~ P'Olt.ALJ..1Mj\'UM5f'fttr~AL ~~SJ. AUJ C,,CCHAna,O 2 l"'lff ANJ 'T\Jer "'1AL... et'°' 1.r, f'?Jt A5lM e24 CIR e,c2, 'Mll1 ,~-3& ~ MN, rty•35 .:.,,i MN. l"tuw-2-t ~ ~ N, t'tyw• 5 ~ Mltol 3 ~TD 5'00.JCT\l.r.AlrftDfl.t:5 '""'-l M '°''_ .. , l'U.e300W"ll1 f'~•S& ~ l,l N. r'fy-3S ~ M..N, rta.-w-2A ~ U:?,t. r"tyw-15 ~ .,._ 4 "1ttl'AJC>l"\A1?~~'°'1-T,rtRA.5TMe~'Mtl1~2~ Y'.H, l""ty-35~ M:.N. ,.b.M-2'4 ~ ._,.,N, l"tyw-15 ~WIN 5 00~ ~et'°' 1-f, l'N. .\..~TM 8241 Ollt &42" WI,-. t"n.-30 JC.51 M.N, r\y-35 ~ t.l'N, ,,__•24' ~ M:N. l'ly,t,• 5 ~ Ml~ , AU. "10P" AHO MD vm.DS ~ et f"'tJtt'OQ.tW ""N4 ~ OUMJ1Y CtltTlf"'tD"'N!IIJCAfat. 7 ~ A lAAGO. waD ,.zt e INOICATro. ~ M1N'~ ~ wtLD 1'8. IDM I e nua ~ 111: 535<. ,.w::,r CONCRfTE • REINFORCEMENT I M NIM.JM 2&--{M.Y ~ ~,Gll1 (le') "1A,l_ et 2 500,.,. 2. 9.Zl~TOetA!i,"M4',5Glt'°,"y-'°~I.M 3 OJ.CIJM o,u::,,:,or: 01t. NJOf.f) 01l.DM:lt d NOT l"CRMITitD 4t \/!MATtOt-1 AU e( 1'Tt0 Ylffl1 l/li,,r.,..T~ 5 -..1..~~c.ova. CA5T AGAJN5T • CCP"Cem TO UJt:Tl1 3" tJCP"05W TO~ Ollt wr.Al'l'tU. Z' , Ct1N'5 MO ,rACtR.': ~ fttOUf1ttD fO MAl..rr A!N eovtll. FOUNDATIONS I O,-er,JtJNG--l'V<C,,C=5~:vt VAWrel lATtRM. 6CAAJNG 1001"51""'1 ~DlNJNG 1.500.,,,Y EXISTING CONDITIONS I ,r ~T'NG CON[)ITl()td Afq_ NOT~ ot'T'-'l.fO 1H ~ oc.GN. TrtC treTA..Ull ~ (7.A,e WCJR,;. A."¢) NOTirV ~ ~ ......mu.1?1Y 2 otm<ba-WUNOf or ...,.,..,.,,..'<G .,.._,,,.. ""'°'cm-;, Oil"""""'"°"' IT i, Tl'< ..,,..,..,.:>IUTY Of' "l1C N51'AUH,, !,~ OWNr:~ AHD ~()WNO.TO~ ...,n«: CXl!ClmOte NO CCMrACT = r~NG WITN ..,., OISCIOU""°"' Oil~ 3 ~T~ 5tWl CDNNM n'E ~ AH!> l~ or on5Tltt.G L1~ Ap,:r;) NOTI1"Y ~ fMGINttRJ"' Of AH'f Cl50<UAHCC A ftr6'f.t...J.n :W,...U IS5rtC1'" NI)~ Tl1f 0UAUTY Of 025~ ~T"1.ICT'l.#,t "5 "IN G000 lta.AJI': II"~ AAZ. ltJ(Y NOICA.TID-6 ni>.T Tl115 6 NOT THt CA.5f, !N!>TAl.lt'R ~ ~ WORI{. t\otMWIAT'fiY ANO NOTll"r lltt\lt~ !NGl'-UJ'ING 5 Nf"f OCt5tNG N'OIUMTION ~ t1A,!,, ettH ~ In" '"'lit ~J 01t. COMrAHY fn~ OCX\JMfST w~ ~AAlJJ l"OR OU Tint DUX):J 'LVC,r,[NCf fNG'NfttllNG IM NO WAYCt,tMt5 THe ~'f'OIMA'Tl()t,I li5 ·~DLMLr. V" mt"!' 15 lt,J,('( ~TO~~ CXl5T1MG CONDfTION5 OCTAUD -Allr ,er ,ICOJRAl?. ttt-~ ~~flt NCJ"Trt'O IMMft!IA.'T'rl.Y SCOPE Of WORK 5-T~ ~-l"()R CI)~~ "10WN LMT!I 0, UADIUrY 10 r.xtrNO ONLY TO TH:r OUNmTY 1Jr,OCA1'f0 '41':iOVr. ATTe,..l"T5 W ~AI.T Ollt N 'M'1C>lt TO .e;TAU,. A Glf.CATU 0.J,A."f'T1TY TtW,i ll1AT ~ ~ W'il10t/T o:::»aATlhG UVtRtHCt tHGfHr~HG ~'wlOIDAU.UAM..'iY SHEET INDEX ABBREVIATIONS -av Al><M M)J = MlO\..""""'°""-N r NJt:Nr t"NSttro r-LOOR ALT. AL.tr:ltNAfC NJJM AUJM:NUM ~ Alt01'l?CTOf~a>fU> M01 ""°'~ Cl™ IICITTOM W.G "'-OC<I,._ QRC ORat.CJltQJ\M. CO<C CONCJt.m! CONM ~ CCMr C0NTllltXXr.> CT1l CONTIICTOlt DIA. DAMfttll Off DUA.I~ CA. ...,,, f._W f.t01W1'Y al\'. atVI\TlON .......,_ .,._,....,,. ~ BG~OfttlCOIU) l"AO rAMJ(>.1Qlll./f'~llON f1'M'G r"J.NJ MG nc tOOn<G GC COlrM..~O"- SYMBOLS ---- t1DG HOTOff"G.M.IIAMZrO """-t10lt1ZOHT ... oc ""C<H'Vt LOC UXAnc,,, .... .....,...,.,., t.'tN Ml'l1Ml,t.4 cl ()VU OD. OUT5« ow.c?J< "" Ol'TlO'W. KD'"~T Kt!'~ """ llOUNO 5N "VII.M ~ ~TAL'"A.ed 5-el. 5TD. 5TA.NDNa> :l<Jl'I'. ~ ... ~ ~--.. T,O TOP' Of ,.,.. = Tt!k Tl1:o..Nt!d ""° ~ ,aorro cm,uwist ....,.,. """"°" w vtRL"Y ,.,. mo ., "'"" .,., WIThOJT ,,. ll><Cl'l.A-W OARTH ~<~ !><HO I\JNO.) ~ The~-.,...,,.,........,. • ..,.,......_n.,.._,,,.,..~ The-=-n<>ol.,..<O'--,herd>y~nd~-· ~ the 5de ~ of ~ ~ and t.M. ~ wJ neittlef lo$C nor revul ""'1 of the ~. dc:t..ao~ tnd ~ c;ont.a,ned n U,., Ol'°I'*'~· out.wed the ~ a,,umert ~ ..nU.en ~ from ~ ~ °"""""""""'""~-""' ............... ~.-...,~~., .. ._"'~--~-~-and .. _. -~ .i~ ~. Reverence C"9'~ ,tur,t «..cac:le whGh ~~be folowed ~ t.hcrdecdtorl 9ha4 be W . =-----------I 0'-0' -----------+ ~ SIGN MAX. BOUNDARY ~ . : ' 4 4 ~ 4' STD. PIPE (NPS) O.D. = 4 .500" THK = 0 .237' A5TM A53 GR.. B NOTE: MAXIMUM DESIGN SURFACE AR!:.A SHOWN; ACTUAL CABINET SHAPE MAY VARY. .. NATURAL SOIL (UNDISTURBED) .. .. ALTERNATE FOOTING DIMENSIONS P'OOTING !ir1AU. et f"tllt. l"\AN Ollt. 4' ~ .. .. J__ 2 '-0"0 __J AI.T AI.T 2 CD ELEVATION I -----~----"'--'- T\1'. AWM. ANGlf FRAME ~ (Df51GN BY FAB.) 1/4' MIN. 5TL 5AODl..f PL l'il'f / ROUND - TUBe PER PLAN -~~.,,: T\1'., MAY Bf 2' FlfLO WELD NO 5f'fCIAL INSPECTION RfOO. NOTE. f'ROVIDf l50lATION BETWEEN D155lMILAR METAl.5. HOT Oil' GAI.VANIZI: 51UL WHfRf P055l6Lf. U5f IWBefR WA511ER5 OR SIM. @ 001.T5. @-----=-TYP-'-'--'-.-=S'--A-'-D_D--"L-'--E-"-D....C.ET'-'--A;...;.l:..=.L l>AMr"eR , . .,,. 3•.q or,n, 1'-1· •-<;· II l{l\l www.reverenceer1<;j1neenr1<;j.com (GI 9) 354-1 I 52 IO I WEST BROADWAY STE 300 SAN DIEGO, CA 92 IO I § I SAN DIEGO ELECTRIC SIGN I-z u..i C\J lU 2 >o <{ r--- ::::) ll)-z :) 0) 0 a.! <{ t:u 2 u. . <{ ~ Zll) 0::) <( O)~ ,, (<) ~ i ~, 170514 •• -o ... b:1..111 ,...tu I A Mly 2017 16 May 2017 BJS :,w,;mu NOTES * ELEVATION 5.1 B THESE PRINTS AND THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO El£CTRIC SIGN, INC.. ANO THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPLICATED, DUPUCATED OR COPIED IN ANY MANNER. ANO MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETITOR BIDS. UPON OBTAINING A FULl Y EXECUTED DISPLAY PURCHASE AGREEMENT ANO DEPOSIT, SAN DIEGO ELECTRIC SICN. INC., MAY ELECT AT THEIR DISCRETION TO TRANSFER THE DESIGNS HERBN TO THE WENT TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA UC #750379 Cllent: CRUZAN Job: NEVI D/F MONUMENT SIGN Address: 5600 AVENIDA ENONITAS CARLSBAD, CA 92008 Salesperson: RORY NICHOW Date: 02/13/17 Drawlngt:A Revlslons: Rl • Revlsed monument deslgn. R2 • Revlsed tenant panels from rusted metal to satin black. R3 Change sign location/ add setback dlstance detall ART TIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS '4.00 2/22/17 PERMIT PRINTS Rl .25 2/D/17 PERMIT PRINTS R2 1.5 11/16/17 PERMIT PRINTS R3 (OK) Provldlng electrical to the sign location ls the responsibility of others. San Dlego Electric Sign, Inc. Does NOT provlde electrlcal to the sign locatlon. CUSTOMER APPROVAL OF DESIGNS: Client Signature Date Landlord Signature Date PAGE 6 OF 9 REVERENCE ENGINEERING Structural Engineering Services STRUCTURAL CALCULATIONS for "Make" Monument Contents: No: - Wind Pressure Calculation Lateral System Analysis Seismic Analysis Issue/Revision: Initial Submittal www.ReverenceEngineering.com 619-354-1152 at 5600 A venida Encinitas Carlsbad, CA Prepared for: San Diego Electric Sign Date: 2 3 4 5/14/2017 1 of 5 Project#: 170514 For proposals and inquiries: Projects@ReverenceEngineering.com II Project#: "Make" Monument 170514 5600 Avenida Encinitas, Carlsbad, CA DESIGN LOADS AND SPECIFICATIONS California Building Code 2016 2 ASCE 7-10: Minimum Design Loads for Buildings and Other Structures WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29 DESIGN WIND LOADS -SOLID SIGNS (SECTION 29.5) V =~mph Basic Wind Speed h =0:Jft Average Height sn, = 1 -Cabinent to Overall Height Ratio Bis= 1.667 -Cabinent Width to Height Ratio G= 0.85 -Gust Effect Factor [26.9.1) F19ure 29.4-1 C, Cases A & B s/h Aspect Ratio Bis 0.05 0.1 02 0.5 1 1.00 1.80 1.70 1.65 1.55 1.45 0.90 1.85 1.75 1.70 1.60 1.55 0.70 1.90 1.85 1.75 1.70 1.65 0.50 1.95 1.85 1.80 1.75 1.75 0.30 1.95 1.90 1.85 1.80 1.80 0.20 1.95 1.90 1.85 1.80 1.80 0.16 1.95 1.90 1.85 1.85 1.80 h = Cumulative Height to top of section z = Centroid of Section Height K, = Velocity Pressure Exposure Coefficient 2 1.40 1.50 1.60 1.70 1.80 1.80 1.80 s=C!Jft B=~ft 4 5 1.35 1.35 1.45 1.45 1.60 1.55 1.70 1.70 1.80 1.80 1.80 1.80 1.85 1.85 Zv = a= K., = l<,s = 10 1.30 1.40 1.55 1.70 1.80 1.85 1.85 q,, = Velocity Pressure (ps~ <lz = 0.00256'1<.t 'K/K11 -vi p = Design Wind Pressure (psf) p = <t,'G'C, IF two poles, spacing:[Dft [O for one pole) 028= Distribution Factor: Vertical sign dimension Horizontal sign dimension Surface Roughness: [:£] Exposure Category: [:£J 900 ft 9.5 - 0.85 1 20 30 1.30 1.30 1.40 1.40 1.55 1.55 1.70 1.70 1.85 1.85 1.90 1.90 1.90 1.90 [Table 29 .3-1 J [Eqn 27.3-1) [Eqn 29.4-1) 2 ft Terrain Exposure Constant [Table 26.9-1) Terrain Exposure Constant [Table 26.9-1) Directionality Factor [Table 26.6-1) Topographic Factor [26.8.2) 45 INTERPOLATION 1.30 1 1.667 2 1.40 1 1.45 1.42 1.40 1.55 1 1.42 1.75 0.90 1.55 1.52 1.50 1.85 1.95 Ci= 1.417 - 1.95 Force Coefficient (Figure 29.4-1) Case B Offset (Fraction of sign load that must be attributed to each pole, if more than one is present) www.ReverenceEngineering.com 619-354-1152 2of5 For proposals and inquiries: Projects@ReverenceEngineering.com THESE PRINTS AND THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO ELECTRIC SIGN, INC.. AND THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPLICATED, OUPUCATEO OR COPIED IN mY MANNER. ANO MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETTTOR BIOS. UPON OBTAINING A RJllY EXECUTED DISPLAY PURCHASE AGREEMENT AND DEPOSIT, SAN DIEGO ELECTRIC SIGN, INC., MAY ELECT AT THEIR DISCRETION lO TRANSFER THE OESIGNS HERBN lO THE CU ENT. .S1 TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA UC #750379 Client: CRUZAN Job: NEW 0 /F MONUMENT SIGN Address: 5600 AVENIDA ENONITAS CARLSBAD,CA92008 Salesperson: RORY NICHOLLS Date: 02/13/17 Drawlng•:A Revisions: Rl -Revised monument design. R2 -Revised tenant panels from rusted metal to s.tln bt.clc. R3 Change sign l~tlon / add setback distance det.lll ARTTIME DATE REVISION NUMBER c3.00 2/13/17 PERMIT PRINTS 4.00 2/21./17 PERMIT PRINTS RI --- .2S 2/D/17 PERMIT PRINTS R2 -- 1.S 11/16/17 PERMIT PRINTS R3 (OK) Providing electrical to the sign location is the respansiblllty of others. San Dlego Electric Slgn, Inc. Does NOT provide electrical to the sign location. CUSTOMER APPROVAL OF DESIGNS: Client Signature Date Landlord Signature Date PAGE 7 OF 9 Project#: "Make" Monument UV!.Jlf'IC:. INCN:ll"'C ,__.."1(1~--170514 5600 Avenida Encinitas, Carlsbad, CA SIGN BUILD FORCE is PER POLE and reflects distribution per Case B to appijcable components ,, # 611 width T.,. CAB? h z K. q, 1 3 10 3.0 1.5 0.849 22.351 2 3 10 6.0 4.5 0.849 22.351 3 4 5 6 7 8 9 10 H= 6 ft Overan height check GRADE V(kip) M (k-ft) T (k-ft) 1.61 5.33 3.23 DIRECT BURIAL FOOTING DESIGN Fooling diameter (diagonal) b=O]ft M.=~k-ft M, = 3.197 k-ft Moment at grade v. =[~~) SelVice M (0.6'M,,1 V, = 0.969 k s = 100 psf/ft Lateral Bearing per IBC Table 1806.2 s' = 267 psf/11 lnaeased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft S1 = 469.6 psf d = 5277 ft A= 3.138 ft MEMBER SELECTION STAGE: 1 Section Type: PipeA53 M.= 5.33 k-fl ,___ v.= 1.61 kip z NO Section Name z ,Mn ( ) ... j:: U) u i5 ~ (ini (k-11) Pz ~ F (kip) M (kiJrft) Te Tc:,11 T (k-ft) 26.914 30.0 0.807 1.211 1.615 0.000 1.615 26.914 30.0 0.807 3.633 1.615 0.000 1.615 1.615 4.845 3.230 Moment includes an additional 10% per 29.4-1 if slh=1 Shear at grade Service V (0.6'V•l w= 1.3 P = 1260 lb DESIGN RESULTS Soil Class: ~ Per IBC 1605.3.2 Lateral Wind Force PIER DEPTH: 5 ft and 4 In PIER DIAMETER: 2 ft and 0 ln T.~~ k-ft ip= 0.9 F,= 35 ksi l,.q = 2.03 in3 L= 6 ft = 72 in ipVn ipT. Combined DIC Check (kip) DIC Check (k-11) DIC Check D/C Check ..J UJ U) 3• Std. Pipe 2.19 5.7488 0.927 OK! 19.56 0.083 OKl 5.412 0.597 OK! 1.388 N.G. ~ ~ Section Name ( X) ::, j:: i~ 4• Std. Pipe U) www.ReverenceEngineering.com 619-354-1152 z (ini 4.05 ipM,. (k-11) DIC Check 10.631 0.5013 OK! 3of5 ipVn ipTn Combined (kip) DIC Check (k-11) DIC Check DIC Check 27.97 0.058 OK! 10.011 0.323 OK! 0.646 OKI For proposals and inquiries: Projects@ReverenceEngineering.com Project#: "Make" Monument 170514 5600 Avenida Encinitas, Carlsbad, CA SEISMIC ANALYSIS FOR NON-BUILDING STRUCT\JRES NOT SIMILAR TO BUILDINGS USGS REPORT: Risk Category: I II s, 1.133 ofg Short Period Spectral Acceleration i.: s, 0.435 ofg 1-sec Period Spectral Acceleration II REF: ASCE CHAPTER 15 ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 per 15.4.1.1 StructU111 height F, 1.047 -Site Coefficient h.l±r W = 15 psf Assumed Seismic Weight (conservative) F, 1.565 -Site Coefficient TABLE 15-4.2: Tl= 8 sec long-Period Transition Period R=DJ-Response Modification Coefficient for: ASCE 7-10 Figure 22-12 Signs and Billboards EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 12.8 PER 15.1.3 ~= 1.19 -Spectral Response Acceleration Parameter (Eqn 11.4-1] SM,= 0.68 -Spectral Response Acceleration Parameter (Eqn 11.4-2] Sos= 0.79 • Design Spectral Acceleration Parameter (Eqn 11.4-3] So,= 0.45 • Design Spectral Acceleration Parameter [Eqn 11.4-4] x= 0.75 -Period Parameter [Table 12.8-2] C,= 0.02 -Period Parameter [Table 12.8-2] T, = 0.08 sec Approximate Fundamental Period [Eqn 12.8-7] CALCULATION OF SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-10 12.8.1.1 C, = 0.264 • Seismic Response Coefficient (Eqn 12.8-2] c, = 1.973 -Upper limit for T :S TL [Applicable] (Eqn 12.8-3] C, = 205.9 -Upper limit for T > TL [NIA] [Eqn 12.84] C, = 1.973 -Applicable Upper limit C, = 0.035 -Lower limit [Eqn 15.4-1] C,= 0.121-Lower limit for S1 ~ 0.6g [NIA] [Eqn 15.4-2] c. = 0.035 -Applicable Lower limit c. = 0.264 Seismic Response Coefficient (Strength Design) SIGN BUILD # height width h z WQb) F (lb) M(lb-ft) Base Bending Moment 0.7 k-ft 1 3 10 3 3 3 10 6 4 0 0 6 5 0 0 6 6 0 0 6 7 0 0 6 8 0 0 6 9 0 0 6 10 0 0 6 www.ReverenceEngineering.com 619-354-1152 1.5 4.5 6 6 6 6 6 6 6 450 118.6 177.9 Base Shear: 0.237 kip 450 118.6 533.8 'Wind Governs Lateral Design 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4of5 For proposals and inquiries: Projects@ReverenceEngineering.com THESE PRINTS ANO THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO B.£CTRtC SIGN. INC.. ANO THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPUCAlEO, DUPLICATED OR COPIED IN ANY MANNER. ANO MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETITOR BIDS. UPON OBTAINING A RJU.Y EXECUTED OISPI..AY PURCHASE AGREEMENT ANO DEPOSIT, SAN OIEGO B.£CTRIC SICN. INC.. MAY ELECT AT THEIR DISCRETION TO TRANSFER THE DESIGNS HERBN TO THE a.JENT. ~ TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA UC #750379 CUent: CRUZAN Job: NEW D/F MONUMENT SIGN Address: 5600 AVENIDA ENCINITAS CARLSBAD,CA92008 Salesperson: RORY NICHOLLS Date: 02/13/17 Drawlngt:A Revlslons: Rl -Revised monument design. R2 -Revised tenant panels from rusted mmt to satin black. R3 Change stgn location / add setback distance detail ART TIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS ... 00 2/22/17 PERMIT PRINTS Rl -- .25 2/23/17 PERMIT PRINTS R2 -- 1.5 11/16/17 PERMIT PRINTSR3 (DK) Provldlng electrical to the slgn loc.atlon ls the responslbUlty of others. San Dlego Electrlc Slgn, Inc. Does NOT provlde electrical to the slgn location. CUSTOMER APPROVAL OF DESIGNS: Client Signature Date Landlord Signature Date PAGE 8 OF 9 -9' Project#: "Make" Monument 170514 5600 Avenida Encinitas, Carlsbad, CA ALTERNATES DIRECT BURIAL FOOTING DESIGN b=0ft M0 =[~~}-ft M, = 3.197 k-ft Footing diameter ( diagonal) Moment at grade V0 =~k Service M (0.6'Mul V, = 0.969 k s = 100 psf/ft Lateral Bearing per IBC Table 1806.2 s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft S1 = 397.4 psf d = 4.465 ft A= 2.473 ft ALTERNATES DIRECT BURIAL FOOTING DESIGN b=□ft M.=[§J-ft Ms= 3.197 k-ft s = 100 psf/ft Footing diameter (diagonal) Moment at grade Vu =~k Service M (0.6'Mu) V, = 0.969 k Lateral Bearing per IBC Table 1806.2 s' = 267 psf/ft Increased per IBC 1806.1 & 1806.3.4 ITERATION PER IBC 1807.3.2.1 h = 3.30 ft d = 7.069 ft S1 = 629.1 psf A= 4.685 ft www.ReverenceEngineering.com 619-354-1152 Shear at grade Service V (0.6'V uJ w= 1.3 P = 1260 lb DESIGN RESULTS Shear at grade Service V (0.6'V01 PIER DEPTH: PIER DIAMETER: w= 1.3 P= 1260Ib DESIGN RESULTS 4 3 Soil Class: 0 Per IBC 1605.3.2 Lateral Wind Force ft and 6 in ft and O in Soil Class: 0 Per IBC 1605.3.2 Lateral Wind Force PIER DEPTH: 7 ft and in PIER DIAMETER: ft and O in 5of 5 For proposals and inquiries: Projects@ReverenceEngineering.com II THESE PRINTS ANO THE DESIGNS HEREIN ARE THE PROPERTY OF SAN DIEGO ELECTRIC SIGN. INC. ANO THE SIGNS OR DESIGNS HEREIN MAY NOT BE REPLICATED, DUPLICATED OR COPIED IN ANY MANNER, ANO MAY NOT BE USED FOR THE PURPOSE OF OBTAINING COMPETITOR BIOS. UPON OBTAINING A FUU.Y EXECUTl:O DISPLAY PURCHASE AGREEMENT ANO DEPOSIT, SAN DIEGO ELECTRIC SIGN, INC.. MAY ELECT AT THEil DISCRETION TO TRANSFER THE DESIGNS HEREIN TO THE a.JENT. ~ TM SAN DIEGO ELECTRIC SIGN EST. 1998 CA LIC #750379 CUent: CRUZAN job; NEW 0/F MONUMENT SIGN AddrHS: 5600 AVENIOA ENCINITAS CARLSBAO,CA92008 ~lesperson: RORY NICHOLLS Date: 02/13/17 Orawlngt:A Revisions; Rl • Revised monument de.slgn. R2 • Revised tenant panels from rusted metal to satin black. R3 Change slgn locatlon / add setback dlstance detail ARTTIME DATE REVISION NUMBER 3.00 2/13/17 PERMIT PRINTS 4.00 2/ll./17 PERMIT PRINTS Rl .25 2/23/17 PERMIT PRINTS R2 1.5 11/16/17 PERMIT PRINTS R3 (DK) Providing electrical to the sign locatlon is the responsiblllty of others. San Dlego Electric Slgn. Inc. Does NOT provide electrical to the slgn location. CUSTOMER APPROVAL OF DESIGNS: Client Signature Date Landlord Signature Date PAGE 9 OF 9