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HomeMy WebLinkAbout1905 Calle Barcelona; ; CBC2018-0197; Permit( City of Carlsbad Print Date: 10/12/2018 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1905 Calle Barcelona BLDG-Commercial 2550120400 $5,300.00 Commercial Permit Work Class: Tenant Improvement Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check #1: Plan Check #: Description: USAA: INSTALL NEW ATM AND BOLLARDS Owner: Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Contractor: Perm it No: CBC2018-0197 Closed -Finaled 04/11/2018 06/07/2018 PBurn 10/12/2018 2:19:22PM T-C FORUM AT CARLSBAD LLC SECURITY VAULT WORKS INC 4675 Macarthur Ct Tiaa-Cref, 110 NEWPORT BEACH, CA 92660 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $217.60 Total Payments To Date: $217.60 122 Lafayette Ave Laurel, MD 20707-4512 909-484-3027 Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a). and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $79.48 $55.64 $41.00 $39.00 $1.00 $1.48 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: •PLANNING •ENGINEERING •BUILDING •FIRE •HEALTH •HAZMAT/APCD I C cicyof Building Permit Application Plan Check No.~ 20 \'2)-Q\9 -=f- 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value ~~rf>- Carlsbad ,al4\~ Ph: 760-602-271 9 Fax: 760-602-8558 - email: building@carlsbadca.gov Plan Ck. Deposit www.carlsbadca.gov Date 4 -\\ -\9.., lswPPP JOB ADDRESS . SUITE#/SPACE#/UNIT# IAPN 255 ~ Calle Barcelona -012 -040 -0 CT/PROJECT# I LOT# I PHASE# l # OF UNITS I # BEDROOMS # BATHROOMS I TENANT BUSINESS NAME I coNSTR. TYPE I acc. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Install (1) walk up ATM and-eaneiay otr~cttu-. on site in existing building alcove. Install (4) bollards. Use existing electrical and data from previous ATM. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS YESO NO[Z) YES ONO [ZJ YES• NO[ZJ APPLICANT NAME Lina McNamara PROPERTY OWNER NAME Raj Chandani Prlmarv Contact ADDRESS ADDRESS 8731 Prestige Court 1905 Calle Barcelona, #200 CITY STATE ZIP CITY STATE ZIP Rancho CucamonQa CA 91730 Carlsbad CA 92009 PHONE I FAX PHONE I FAX 909-484-3027 EXT. 1202 760-635-9168 EMAIL EMAIL mcnamaral(@,svwinc.com DESIGN PROFESSIONAL CONTRACTOR BUS. NAME Securitv Vault Works. Inc. ADDRESS ADDRESS 8761 Prestige Court CITY STATE ZIP CITY STATE ZIP Rancho CucamonQa CA 91730 PHONE I FAX PHONE 909-484-3027 I FAX EMAIL EMAIL I STATE UC.# STATE UC.# ICLASS B I CIBL.O$0#02371-01-2018 904878 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor"s License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or !hat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500}). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for 1MJrkers' compensation as provided by Section 3700 of the Labor Code, for lhe performance of the IMlrk for which this permit is issued. [Z] I have and will maintain wor1<ers' compensation, as reQuired by Section 3700 of the Labor Code. for the performance of the IMlrk for which this permit is Issued. My \Mlrkers' compensation insurance carrier and policy number are: Insurance Co. Hartford Insurance, Co Policy No. 42wbaqt4451 Expiration Dale 1/112019 ~secllon need nor be compleled if lhe permil is for one hundred dollars ($100} or less. l.!'.'..J Certificate of Exemption: I certify lhal In the performance of the IMlrk for which this permit is Issued, I shall not employ any person in any manner so as lo become subjecr lo the Workers' Compensation Laws of California. WARNING: Failure to secure worjlers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dam is s prov· ed for in Section 3706 of the Labor code, interest and attorney's fees. ~ CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees 1Mth wages as their sole compensation, will do the IMlrk and lhe structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such IMlrk hlmsett or through his own employees, provided thal such improvements are not intended or offered for sale. If, however, the building or improvement is sold 1Mthin one year of completion, the owner-builder ,..,;11 have the buroen of proving lhat he did not build or improve for the purpose of sale). [Z] I, as owner of the property, am exclusively contracting IMth licensed conlraclors lo construct lhe project(Sec. 7044, Business and Professions Code: The Contractors License Law does nol apply to an owner of property who builds or improves thereon, and contracts for such projects 1Mth conlraclor(s) licensed pursuant lo the Contractors License Law). • I am exempt under Section _____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes O No 2. I (have / have not) signed an application for a building permit for the proposed IMlrk. 3. I have contracted 1Mth the follolMng person (firm} to provide the proposed construction (include name address/ phone I contractors' license number): 4. I plan to provide portions of the 1MJrk, but I have hired the follo1Mng person to cooroinale, supervise and provide the major IMlrk ~nclude name I address I phone I contraclors' license number): 5. 1 ,..,;11 provide some of the IMlrk, but I have conlracted (hired) lhe follo1Mng persons to provide the IMlrk indicated (include name I address/ phone/ type of work}: ~ PROPERTY OWNER SIGNATURE •AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazaruous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes ✓ No Is the applicant or future building occupant required to obtain a penmlt from the air pollution control district or air quality management district? Yes ✓ No Is the facility to be constructed ll<ithin 1,000 feet of the outer boundary of a school site? Yes ✓ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. \ certify that I have read the application and state that the above infonmation is conectand that the infonmation on the plans is accurate. I agree to comply\Mth all Cityoruinances and State laws relating to building construction. I hereby aulhorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CllY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN At-N WAY ACCRUE AGAINST SAID CllY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penmit is required for ex ca vat' over 5'0' deep and demolni:ln or constructi:ln of structures over 3 stories in heght. EXPIRATION: Every pennit issued by the Bui Offcial u the provisions of this Code shall expire by Imitation and become nul and ~ if the buikling or wo!1< authorized by st.di penmit is not commenced within 180 days from the date of st.di penmit or [ authorized by such pennn is suspended or abandored at any time after the worl< is commenced for a perod of 180 days (Section 106.4.4 Unifonm Buikling Code). DATE t/, /I /$ STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. ' (, '< , I · \ N r V ' ~ ' ' ' . ' Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. I CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION • ~ APPLICANT'S SIGNATURE DATE , ~ t ~ ~ l' • 1 -~ " , : 1 ,. , • , , ' ' : , ..,, , ' • '. , , ·,-··, ,:. :t.. . PERMIT INSPECTION HISTORY REPORT (CBC2018-0197) Permit Typo: BLDG-Commercial Application Date: 04/11/2018 Owner: Work Class: Tenant Improvement Issue Dato: 06/07/2018 Subdivision: Status: Closed -Finaled Expiration Date: 04/10/2019 Address: IVR Number: 10669 Scheduled Date Actual Start Date Inspection Type Inspection No. 06/27/2018 06/27/2018 07/02/2018 07/02/2018 10/12/2018 10/12/2018 October 12, 2018 BLDG-Final Inspection 062336-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-34 Rough Electrical 062879-2018 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 062880-2018 Checklist Item BLDG-Building Deficiency BLDG-Electrical Final BLDG-34 Rough Electrical 072759-2018 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 072760-2018 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Electrical Final BLDG-Electrical Final Inspection Status Primary Inspector Failed Paul Burnette COMMENTS Failed Michael Collins COMMENTS No approved plans & incorrect building address. Failed Michael Collins COMMENTS No approved plans & incorrect building address Passed Michael Collins COMMENTS No approved plans & incorrect building address. Passed Michael Collins COMMENTS No approved plans & incorrect building address T-C FORUM AT CARLSBAD LLC CARLSBAD TCT#92-08 GREEN VALLEY 1905 Calle Barcelona Carlsbad, CA 92009-8451 Reinspection Relnspection Passed No No No No No Reinspection Passed No Reinspectlon Passed No No Passed Yes Passed No Yes No Yes Complete Complete Complete Complete Complete Complete Page 1 of 1 ✓• EsG1I A SAFE:bu1lt Comp~ny DATE: 4/23/2018 JURISDICTION: Carlsbad ~PLICANT ? JuRIS. PLAN CHECK#.: CBC2018-019~ ,....-, I q(>.:) PROJECT ADDRESS: ~ Calle Barcelona SET: I PROJECT NAME: Wal-up ATM Installation • • • • • ~ • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise7the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: / (by~ ) Email: Mail Telephone Fax In Person 0 REMARKS: By: Morteza Beheshti EsGil 4/12 Enclosures: [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Morteza Beheshti BUILDING ADDRESS: 1923 Calle Barcelona BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 UBC Building Permit Fee ~ 1997 UBC Plan Check Fee 3 Type of Review: Complete Review 0 Repetitive Fee ... J Repeats Comments: 0 Other D Hourly EsGil Fee PLAN CHECK#.: CBC2018-0197 DATE: 4/23/2018 Reg . VALUE ($) Mod. 5,300 5,300 D Structural Only $45.091 Sheet of Print Date: 10/15/2018 Job Address: 1905 Calle Barcelona Revision Permit {city of Carlsbad Permit No : PREV2018-0138 Permit Type: BLDG-Permit Revision 2550120400 Work Class : Residential Permit Revisi Status: Closed -Finaled Parcel No: Lot#: Valuation : $ 0.00 Reference#: Occupancy Group: Construction Type # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check#: CBC2018-0197 Plan Check#: Project Title: Description: USAA: REMOVE CANOPY FROM SCOPE FEE BUILDING PLAN CHECK ADMIN FEE Total Fees: $ 35.00 Building Division Owner: T-C FORUM AT CARLSBAD LLC 4675 Macarthur Ct Tiaa-Cref, 110 NEWPORT BEACH, CA 92660 Total Payments To Date : $ 35.00 Applied: OS/31/2018 Issued: 06/07/2018 Permit 10/15/2018 Finaled: Inspector: Final Inspection: Contractor: SECURITY VAULT WORKS INC 122 Lafayette Ave Laurel, MD 20707-4512 909-484-3027 AMOUNT $35.00 Balance Due: $0.00 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov B-15 Original Plan Check Number t~~ 2.013--019 7 Plan Revision NumberA<[)/ JdJg--cr~ 8" ProjectAd/j~f; • C,J/e Darce/,u,q General Scope of Revision/Deferred Submittal: {],r-re~f eJ f"'1Jr,c4'/t11v t/{4t,{,l/f~f S w:Jl,~af CONTACT INFORMATION: Name [t~Q ft{ ~AL ~Mtl Address ~7'JI fre~{,e 81. Phone fr? 'ht/ 3c>z? e)(f. 1~:xz_."-------- city Rt/UtJo ~-zip /rlJCJ Email Address fltC-JtflM(),Yfl/#-$Vw;Jtt, t-#111 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~ Plans D Calculations D Soils D Energy D Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. Does this revision, in any w ay, alter the exterior of the project? [Z(Yes 0 No 5. Does this revision add ANY new floor area(s)? D Yes 6. Does this revision affect any fire related issues? D Yes [a"'No ,es'Signature ' /4 ta<4 [LYNo !2rNo Date s-/3,/41 I I 7. Is this a co~~ Yes 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: buifding@carfsbadca.gov www.carlsbadca.gov RE REVERENCE ENGINEERING STRUCTURAL ENGINEERING SERVICES STRUCTURAL CALCULATIONS for USAA ATM /'JoS-at -wf3 Calle Barcelona Carlsbad, CA Prepared for: Icon Package Type: Project#: Initial Submittal 180511 DESIGN SPECIFICATIONS 1 California Building Code 2016 2 ASCE 7-10: Minimum Design Loads for Buildings and Other Structures 3 AC! 318-14: Building Code Requirements for Structural Concrete www.ReverenceEngineering.com 619-354-1152 1 of 6 DESIGN LOADS ::Wind:: Exposure: C ::Ground Snow Load:: ::Seismic:: SDC: D Site Class: D 5-29-2018 Pee.v!:°',, VtJ.1= Vaoo = Pg= s = 6 S,= F = a Fv = TL= ~ • 110 mph 85 mph V 0 psf 1.093 g 0.422 g 1.063 1.578 8 sec igaie~,. eerii'll,"co u - Project#: USAA ATM 180511 1923 Calle Barcelona, Carlsbad, CA RE REVERENCE ENGINEERING 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 =~ft Average Height IF two poles, spacing:~ft s =1 6.208 1ft B = 5.354 ft [O for one pole) Vertical sign dimension Horizontal sign dimension 0.28 = 1.071 ft Case B Offset Exposure Category: ~ Distribution Factor: 1 (Fraction of sign load that must be attributed to each pole, if more than one is present) s/h = 0.621 -Cabinent to Overall Height Ratio z = g 900 ft Bis= 0.862 -Cabinent Width to Height Ratio a= 9.5 · G= 0.85 -Gust Effect Factor [26.9.1] l\s = 0.85 Krt= Figure 29.4-1 C1 Cases A & B s/h Aspect Ratio B/s 0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 1.00 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 0.90 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 0.70 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 0.50 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 0.30 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 0.20 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 0.16 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 K, = Velocity Pressure Exposure Coefficient 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 0.5 0.862 1.40 0.7 1 70 1.66 1.55 0.621 1.70 1.75 0.50 1.75 1.75 1.85 c, = 1.698 - 1 1.65 1.75 1.95 Force Coefficient [Figure 29.4-1] 1.95 h = Cumulative Height to top of section z = Centroid of Section Height Qh = Velocity Pressure (ps0 q, = 0.00256*1\s*K,*K/V' [Table 29.3-1] [Eqn 27 .3-1 J [Eqn 29.4-1] p = Design Wind Pressure (ps0 SIGN BUILD FORCE is PER POLE and reflects distribution per Case B to applicable components # Llh width Cant. CAB? h z K, q, P, AF 1 9.67 9.7 4.835 0.849 22.35 32.26 2 3 4 5 6 7 8 9 10 H= 9.67 ft Overall height check Use: 35 psi for calculations (conservative) www.ReverenceEngineering.com 619-354-1152 2 of 6 0.0 Fu Mu Tu Mu, Mu2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 kip kip-ft kip-ft kip-ft kip-ft For proposals and inquiries: Projects@ReverenceEngineering.com Project#: · 180511 www.ReverenceEngineering.com 619-354-1152 USAA ATM 1923 Calle Barcelona, Carlsbad, CA ~{ ~x~ hP>= 2.1°r~ q~ 1-\f>= Q:. 'b'-f-Ulb'f_,~.ft'l)('fM?/z.) 4y::: ~. 2-'1 b Le> ~-::.-41-: -321)2::,L~ A?°'}l.l,..._c "(qqtJI" w' ~l'\6~ F>,,~o Jl,c =<.z.1o'('t.1,~)--2.pb\ J..2> : • fo<L °>t:lt.Ct~ ~Jitl#ot_ : 4.t=-~,Z."lb-: 1-~ I, <.o!.>'1 J.b ,1,c::. z:~, -:-L -=-/OJ~ J../!, RE : • fo 2. F't>N CJH.c.. ~ l:tJ\,~(~),,~t~ :-J,81, ,FJ-r, l¼> 2,"~' ~P.,,. -- REVERENCE ENGINEERING 3 of6 For proposals and inquiries: Projects@ReverenceEngineering.com # Project#: USAA ATM 180511 1923 Calle Barcelona, Carlsbad, CA SPREAD FOOTING CALCULATION W/ DIRECT BURIAL POST FOOTING PARAMETERS: INITIAL REINFORCEMENT: L = 4.5 ft Width (perp to sign face) # 6 bars B = 4 5 ft Length (parallel to sign face) db = 0. 75 in Bar diameter H = 45 in Footing Depth Hs = 0 in Depth of soil above d = 6 in Member depth LOAD PARAMETERS: Mu =§dO k-ft Moment at grade Vu = 2 k Shear at grade Pu = 300 lb Axial at grade SOIL PROPERTIES q3 =~psf X 1.33 · q3' = 1995 psf Ab = 0 442 inL Bar area CC = 3 in Clear Cover Ms = 5.891 k-ft V5 = 1.219k P5 = 214.3 lb Service M (0.6'Mul Service V (0.6'Mul Service P (Pu/1.4) At= 20.25 ft' 11 = 34.17 ft' Footing Area Footing Inertia RE REVERENCE ENGINEERING MATERIAL PROPERTIES: fc' = 2500 psi fv = 60 ksi E = 29000 ksi Ye= 150 pcf Ys = 75 pcf >. = Concrete Comp. Strength Rebar Yield Strength Concrete Specific Weight Soil Specific Weight Lt Wt Agg Factor ASD ALT LC #7 -D +w0.6W w= 1.3 - ASD LC #7 -.6D + 0.6W MOT= 10.46 k-ft LRFD LC #4 -1.20 + W Qu,+ = 1336 psf q3' = 1995 psf q,,+ = 1077 psi BEARING: Qs,-= -493.7 psi UPLIFT: Yes MR = 15.67 k-ft OVERTURN: 1 FLEXURAL CRITICAL SECTION (BOTTOM FLEXURAL REBAR) L' = 2 ft t= 0.012 in qu = 762 psi >.= 0.006 in M -u-10.3 kip-ft Mn= 12.12 k-in 123.6 k-in (j) = 0.9 - d= 41.25 in <pMn = 10.91 k-in >.= 4.125 in DIC: 11.33 • (j) = 0.9 -A' -s -0,056 inL A,= 0.005 in' A' -c-1.567 in' Ac= 0.138 in' FLEXURAL CRITICAL SECTION (TOP FLEXURAL REBAR) L'= -0.151 ft Mu = -0.381 kip-ft = -4.577 k-in d= 41.25 in >. = 4.125 in (j) = 0.9 - www.ReverenceEngineering.com 619-354-1152 A,= 0.005 in' Ac= 0, 138 inL t= 0.012 in >.= 0.006 in Mn= 12.12 k-in (j) = 0.9 - t= 0.131 in >. = 0.065 in Mn= 137.2 k-in (j) = 0.9 - <pMn = 123.5 k-in DIC: 1.00 • A' -s-0.056 in' X 1.33 A,,req = 0.074 in' <pMn = 10.91 k-in DIC: -0.42 • A's = -0.002 in' X 1.33 in' A,,req = -0.003 inL 4 of 6 Qu,-= 43.3 psf slope= -287 lb/ft Req'd Steel per ft. 0.019 in.! Bar Spacing: 18 in OVERRIDE ~in Available width: 47.25 in #Bars 5- Balance Ea. End: 5 in Oi< A5 = 2.209 in L 01\ Use (5). #6 Bars @ 11 in O.C. TEMP. & SHRINK CHECK Parallel Area Perp. Area A,,req = 4.374 in' As,req = 4.374 in' For proposals and inquiries: Projects@ReverenceEngineering.com www.hilt:.ci.c.::uc:.s _____________ _ Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Kwik Bolt TZ -5S 304 3/4 (3 314) h01 = 3.750 in., hnom = 4.313 in. AISI 304 ESR-1917 51112017 I 5/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.750 in. [=115.-1 Profis Anchor 2.7.5 Page: Project: Sub-Project I Pos. No.: Date: 5/14/2018 SAFE--ET Anchor plate: Ix x ly x t = 10.000 in. x 7.750 in. x 0.750 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f,' = 2500 psi; h = 6.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading Pb, in.lb] -t ~ Input data and results must be checked ror_ agreement with the existing cond1t10ns and for plaus,~h.'Y,! PROFIS Ai'tWA'.tR~OGIBA!JiAOOAll9/llGl"llchaan Hilli ,s a registered Trademark or H,m A6~chaan 619-354-1152 ' ' ' , , , X ' ' For proposals and inquiries: Projects@ReverenceEngineering.com RE REVERENCE ENGINEERING STRUCTURAL ENGINEERING SERVICES STRUCTURAL CALCULATIONS fo r USAA ATM /9dS-at )-913 Calle Barcelona Carlsbad, CA Prepared for: Icon Package Type: Project #: Initial Submittal 180511 DESIGN SPECIFICATIONS 1 California Building Code 2016 2 ASCE 7-10: Minimum Design Loads for Buildings and Other Structures 3 ACI 318-14: Building Code Requirements for Structural Concrete www.ReverenceEngineering.com 619-354-1152 1 of 6 DESIGN LOADS ::Wind:: ViJ.1= Exposure: C va-,,J = ::Ground Snow Load:: Pg= ::Seismic:: SOC: D s = • Site Class: D S1= F = a F, = TL= 5-29-2018 110 mph 85 mph 0 psf 1.093 g 0.422 g 1.063 1.578 8 sec Project#: 180511 USAA ATM 1923 Calle Barcelona, Carlsbad, CA RE REVERENCE ENGINEERING 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 =~ft Average Height IF two poles, spacing:[J]ft s =16208 1ft B = 5.354 ft [O for one pole] Vertical sign dimension Horizontal sign dimension 0.28 = 1.071 ft CaseB Offset Exposure Category: [O Distribution Factor: 1 (Fraction of sign load that must be attributed to each pole, if more than one is present) s/h = 0 621 -Cabinent to Overall Height Ratio Zg = 900 ft Bis= 0.862 -Cabinent Width to Height Ratio a= 9.5 - G= 0.85 -Gust Effect Factor [26.9.1 ] K.i = 0.85 K,t = Figure 29.4-1 C1 Cases A & B s/h Aspect Ratio Bis 0.05 0.1 0.2 0.5 1 2 4 5 10 20 30 1.00 1.80 1.70 1.65 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 0.90 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 0.70 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 0.50 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 0.30 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 0.20 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 0.16 1.95 1.90 1.85 1.85 1.80 1.80 1.85 1.85 1.85 1.90 1.90 K, = Velocity Pressure Exposure Coefficient 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 INTERPOLA TJON 1.30 0.5 0.862 1.40 0.7 1.70 1.66 1.55 0.621 1.70 1.75 0.50 1.75 1.75 1.85 c, = 1.698 - 1 1.65 1.75 1.95 Force Coefficient [Figure 29.4-1 ] 1.95 h = Cumulative Height to top of section z = Centroid of Section Height qh = Velocity Pressure (psf) q, = 0.00256'1\i'K,*K,1'V' [Table 29.3-1] [Eqn 27.3-1] [Eqn 29.4-1 I p = Design Wind Pressure (psf) p = qh *G*C, SIGN BUILD FORCE is PER POLE and reflects distribution per Case B to applicable components # tih width Cant. CAB? h z K, q, P, 1 9.67 9.7 4.835 0.849 22.35 32.26 2 3 4 5 6 7 8 9 10 H= 9.67 ft Overall height check Use: 35 psf for calculations (conservative) / www.ReverenceEngineering.com 619-354-1152 2 of 6 AF 0.0 Fu Mu 0.0 0.0 0.0 0.0 kip kip-ft Tu Mu, Mu2 0.0 0.0 0.0 0.0 kip-ft kip-ft kip-ft For proposals and inquiries: Projects@ReverenceEngineering.com Project#: 180511 www.ReverenceEngineering.com 619-354-1152 USAAATM 1923 Calle Bacelooa, Carlsbad, CA '?A1 ps~ 'r1J {t.,,.i'!.j ?.rtr~ WJ:1:>nt .. Ct, "-r; II ~{ ?:6-rf>)(_~ t'PJ= .2.IC-p~ 'Ql:_ 1-\¥1= O~ 'b#.t-U.ICJX,,.r,'l)('fM'J/z.) 4,:: ~. :z.'1 b l.~ ~-::.-~~-.321)2:,2..~ A?~"'-C "~.rr V-N' ">~17~ ~:.O il,c =Q 1o'(_'t.1,?),. lpb\ J..2> : • fot.. °>J;J.W,l)! ;1-J/tllol..: 4-,=-Sp1b -;-'L =-I, <ot,'1 J..b a,_=. ~~I -:-L -=-1o1t1 LI!> RE /. f-o ll. F'\:>N t1tt.c.. ~ ItA.,.::.(~,1,.~t~::. f:/,81, ,f!J-r, -f¼~ J,~rs, ~~ - REVERENCE ENGINEERING 3of6 For proposals and inquiries: Projects@ReverenceEngineering.com Project #: USAA ATM 180511 1923 Calle Barcelona, Carlsbad, CA SPREAD FOOTING CALCULATION W/ DIRECT BURIAL POST FOOTING PARAMETERS: INITIAL REINFORCEMENT: L = 4.5 ft Width (perp to sign face) # 6 bars B = 4.5 ft Length (parallel to sign face) db= 0.75 in Bar diameter H = 45 in Footing Depth H5 = C in Depth of soil above d = 6 in Member depth LOAD PARAMETERS: Mu =~O k-ft Moment at grade Vu= 2 k Shear at grade Pu = 300 lb Axial at grade SOIL PROPERTIES qa =~psf X 1.33 - qa' = 1995 psf Ab= 0 442 in• Bar area CC= 3 in Clear Cover M, = 5.891 k-ft V,= 1.219k P, = 214.3 lb Service M (0.6*Mu) Service V (0.6'Mu) Service P (Pu/1.4) A1 = 20.25 ft• 11 = 34.17 ft" Footing Area Footing Inertia RE REVERENCE ENGINEERING MATERIAL PROPERTIES: t,' = 2500 psi fy = 60 ksi E = 29000 ksi Ye= 150 pcf Vs = 75 pct A= 1 - Concrete Comp. Strength Rebar Yield Strength Concrete Specific Weight Soil Specific Weight Lt Wt Agg Factor ASD ALT LC #7 -D + w0.6W w= 1.3 - qa' = 1995 psf Q,,+ = 1077 psf BEARING: ASD LC #7 -.6D + 0.6W Mor = 10.46 k-ft MR= 15.67 k-ft OVERTURN: LRFD LC #4-1.20 + W Qu,+ = 1336 psf Qu, = 43.3 psf slope= -287 lb/fl q, •. = -493.7 psf UPLIFT: Yes FLEXURAL CRITICAL SECTION (BOTTOM FLEXURAL REBAR) L' = 2 ft I= 0.012 in qu = 762 psf A= 0.006 in M -u-10.3 kip-ft M -n-12.12 k-in = 123.6 k-in IP= 0.9 - d= 41.25 in IPMn = 10.91 k-in A= 4.125 in DIC: 11.33 • <p = 0.9 -A' = s 0,056 inL A,= 0.005 in• A' = C 1.567 in• A,= 0.138 in' FLEXURAL CRITICAL SECTION (TOP FLEXURAL REBAR) L' = -0.151 ft Mu = -0.381 kip-ft = -4.577 k-in d= 41.25 in A= 4.125 in (j) = 0.9 - www.ReverenceEngineering.com 619-354-1152 A = s 0.005 in• A = C 0.138 in· I= 0.012 in A= 0.006 in Mn= 12.12 k-in <p = 0.9 - t= 0.131 in A= 0065 in Mn= 137.2 k-in IP= 0.9 - IPMn = 123.5 k-in DIC: 1.00 • A' -s-0.056 in• X 1.33 As,req = 0.074 in• IPMn = 10.91 k-in DIC: -0.42 • A', = -0.002 in• X 1.33 in' As,req = -0.003 in• 4 of 6 Req'd Steel per ft. Bar Spacing: OVERRIDE Available width: # Bars 0.019 in~ 18 in ~in 47.25 in 5 - Balance Ea. End: 5 in OK A,= 2.209 in• OK Use (5) • #6 Bars@ 11 in O.C. TEMP. & SHRINK. CHECK Parallel Area Perp. Area A,,req = 4.374 in• A,,req = 4.374 in• For proposals and inquiries: Projects@ReverenceEngineering.com www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: ,:,,s., Profis Anchor 2.7.5 Page: Project: Sub-Project I Pos. No.: Date: 5/14/2018 -------------~---------------- Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Kwik Bolt TZ -SS 304 3/4 (3 3/4) h01 = 3.750 in., hnom = 4.313 in. AISI 304 ESR-1917 5/1/201715/1/2019 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0. 750 in. SAFE--ET I, x ly x t = 10.000 in. x 7.750 in. x 0.750 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, fc' = 2500 psi; h = 6.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or< No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading Pb, in.lb] ' z: Input data and results must be ch~ed fO<_ agreement with the existing cond1tK>ns and for plausitlJI'!)',! PROFtS ArW,lW,{Q~oe&tgiPIOOADg~chaan H1lt1 1s a registered Trademarl< of Hi(!) -~chaan 619-354-1152 ', X ' ' For proposals and inquiries: Projects@ReverenceEngineering.com ,:,,s., www.hilti.us Profis Anchor 2.7.5 Company: Page: 2 Specifier: Address: Project: Sub-Project I Pos. No.: Phone I Fax: Date: 5114/2018 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Tension Shear Proof Pullout Strength Concrete edge failure in direction y+ Load 1637 1016 Loading (l,; flv Combined tension and shea_r_l-oa-d~s---------oc-'.3~11 _____ 0.434 3 Warnings Please consider all details and hints/warnings given in the detailed report! Capacity (l,; / flv rlo] Status ---5271 -----'--"c..-32~, _.c....c~----o=K~--- 2342 -/ 44 OK 5/3 Utilization llt..v rlo] ---40-· Status OK Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. 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Input data and results must be che~ed for. agreement with the existing <:<>nditKlns and for plaus,Qjlity) PROF IS Ar'#N/M Q~oe6ffgiAeeADg/G011'1chaan H11ti ,s a registered Trademark of H,ii Alll~chaan For proposals and inquiries: 619-354-1152 Projects@ReverenoeEngineering.com GENERAL ~~ MATf~ALj A'..:D Y.'C'~ Sn,....i., CC.VC~ TO Tt1f Rf'Q:Ji'.ft.,!ft,.,.- OF Trtf 20, G CAUFCRl,'A llUIlD,NG CODE (COC). 2 CCs5TRUCTION VETH005 AN!) f>ROJl'CT 5A'?"[Y, ORA,w,GS ANO 5Pt:Cll"'lCAtl0N5 R.ff'"t&fNT 7H? ftNI5!1ED STRUCTU!i.f A>.iD 00 "40T "OCATE "'PnOos. , i<Ol-"foo=. o•. sec:,ei.cr Of' r..c~5 .... RUC;IO~J. ";,\~ N'e"Cf55A'{Y f,tl:CAunc-+JS TO ~A\NT,O,:~ A~O fN5tJPf THf lt.TEGRfff OF THE snwct~Rf D\J~NG CON5TTwcno,, Tnf WR 'NlLl NOT Et,FC<.Cf SAFf1Y MEASURES OR •.!GUlATI0',9 TH~ co~~~ 5:-1 ... ~ .. CfS;Gt,1, cc~6TP.IJC'r. :..~~:, MA.;STA;N .A:..L SAFITYDfV'Cl:5ANDSHALl 61: SOLELY Rf5P0>6'Ellf FC'I. i'.".:ON~RVt~G TO Au. l.OCA.L STATf. A•JC ffOfRA.i.. <;,A~ At~D HEAi.TH STM<DAPDS, lAWS, At0 R!GUATIONS. V!'Rl~Y ALL D.vf,SIONS. n.EVATIONS •~D SlTE co,,omo,,s r•,c• TO T"E STM:T OF C0,,5''WCTIO>I ASD NOTI'Y 1'11f fN(;,NfER tYMfC:ATflY OF ANY OISC~PA'•Cl!5 OR 1NC0"615Tft,,.C:ES T'1AT ARE FOUND. NOTED DIMENSIONS TAJ<.f, PRECfDENCf. 0\/l'R SCAltD DIMfN5'0t6 00 NOT SCAUf DR,\,.1NG5, -' All 0~I55IOl'~S f.,NC}/C P. CONFUCTS BfT\\tW• Tt'E VA.~OUS fl!Mf"ITS Of' T~E '1,0l'FJNG D<:A•W<GS AND 5PECIFICATICAS SHAla 8f !IROUGHT lO <Hf ATTfNT•ON OFT~ ENG,NEff<. AND FJELD •NSl"!'CT0°. Tt11: ENGINEER ShAu. PR0',1Df A SOLUTI()+; PRIOR TO ?ROC!:f01t,1G WTI1 At,.'Y V.'('~ AfffCTID 8'!' TMf C0'•,.iJC-OP. OM,55,0N 5. ,.~[RE NO co,,S,RL,CTION i,ETA<L5 AR! 5'10,.'N Of<. NOTED fCR A~Y PAR, or THE .,.'OR};. USE THOSE FOR OTHER SIMllAR WORI<.. G. W>·EN A DfTA'L IS IDENTIFIED "5 'IYP!Oi. APPLY :N e!;T:MAWIG A~O CC S5TPuCT1C•1 TO fV!:RY t.:'-f CC,,;0\,10-. ,',tie:,-£R OR NOT T'1f R.Ef'fRENCC IS RfPfA"'."f:'0 1N MRY :N51'A"'-Cf 7 CHANGES TO THE DRAWINGS• C8TA;N PRIOR WRITTEN APf>ROVAl.. e.,. 'h'OR.., PER.l'OPMED 1~~ CONFLICT WiTH 7Hf C'i?.A\\1••GS OR Af'l'UCAW 81;1LD,>IG COC·E P.f0~•REl-'f'<T5 5'1A:,I. Elf CORRf(:T?D A.T ,-HE EXPEN' if Of TH! ~RACTOR. DESIGN CRITERIA 1 :-<t~._,c-,_·~ I(' Df5, _.:Jt;FO ll'loi ACCC,1;;,,DA\':t -h~TH ASCE 7-0: Mlf•cVIJM ['lf':i!G~1 LOA;.r., FOR 6UiLOiNGS A.ND OTt1fR STJWCTUf.tS 2 W1RE ROPf DESIGNED IN ACCORDANCE WITM ASCf. 19-1 O, $iPIJCTU~ APPUCATlONS ~ 5TfEL CA.&f5 ~P.. 61JllD!!>.:G5 3. 'A~~D LOAD; 6ASIC \\.1N0 SPffO; I IO MPM ~511. CAr?GORY II. fl/POSURE C 4 5f15MIC CPJTtPJA Sl"f ClA5S, D OCCl,PASCfCATEGCRY ~-I .093 SE15MiC Df51G,._ CAT?GORV !) 5 • 0.422 WPOP,TANCE fACTO~: I .0 F~ = J.0G3 RESPOt./SE MOO!FtCATION FACTOR Rp•3.0 F-.;-. 1.576 AVPWfSCAT!Ot,; f"ACTOP. Apa 2 .5 5 C:-~~c ...... • LOAD: ~~iO: 0 PSf f()()f · 0 "Sf G. ROO• LOAD DEAD, P5F l.J\,'f-; .r>Sf STEEL ~TEEL SHAPES 5i1ALL CO~fORM TO Trf "0UOY/l•.JG (U N.0., it~4D, ftS!j A.STM A500. Ge. e Py•A2 (.~ >.ni 00 .. 'f>.fCT. 115S AS:'M A500. G~ 6 Fy•4'0 ~i fo,.A;r-, <HREA:lfD ROD ASTM A3.i P'y•3i; ,.s, M01' STEEL P..ATE ASTM A.3b ~-•3b "51 Mi~J ANGlf 4 CHANM:L ,.;s-1\A A3.; fy•3G ~ST~;•~ STD. P;ft ASTM AS.,;.._ G1< B Fy--3? "5l V.;t, 5TRLJCT. P\pt ASTM A500. GF e "'y•4,;; "5' ,._,r,-. 2. MACH•NE 80LT5 SP?Cmrn "5 "A3Cf7' SHA" COVORV TO ASTM A.307 NI Nl.TTS Pf~ ASTM A5b3A, WA5H~~ PfP. AST,.,, Fb-4'4 ~-"-1.0.). Tr';,..fADf'D f'A~T5. NlJ"'S, A"'-0 WA5.'1fR..S 5t"At!. Bf t10G oP ZP AS DCfl•IW ~fP.fiN 3. STR!JCTwRAI. BOLTS 5r1Al.l OOM'CRM TO ASTM f3 I 25 GRADB "-325 OF 1\4~"5 SPl'ClflfD r"-325'0F 'A-490') NI NUTS PfF_ "6":V A5,3Dr1 f. WAS~ERS Pf.R. ASTV FA3G. A. Y..i-f:.k.C D5G~4A7f0 P.5 •.'!(', CA~ VU5T & TAJ,;.?-.; TO EN5t.iQ 'MRfAD5 '-"L l'.J(CLUGED rPOM TMf SHEAR PLAN((5). e. W'HERf Of.51GNA'T!O /J5 ·~N" OP If NO Df51GNAT10N 6 NOTe:o, Tl-?.fAD5 '11\Y Bf INCWDfD l~ THE SHfM "LANE(5) :. ,-.,,..IRf 5,Pf:Clfie'O. 'A325' .VAY Bl t'OG C"{ 'ZP A.S C.!f'."•~0 HERE''' D. GR,\Of "M90' 5M"Ll ><O> 8E HOG OR ZP AS DEFll,EC ~ERf•N 4 ANCMORS CAST IN co•,cRETe St'.All. CO-t~fOR},,A TO ASn.~ f 155A ~. 3G (U.t.;.o., ..,,, !Jl,:T5 re "5TM /lSG...~ ANO W"51--E.~ TO AS't'V f43G PA'(T5 5HAU & '10T-DIP GAl.VAM2tD (HOGJ OR ZINC. (MECrtANICALJ PlATW (ZP). PAR.TS EMBfDDfO E>IT'<:tl.Y IN CONCRf.Tt: MAY 6E PLAIN ST(t:L. 5, 'A"1fR.f 5Pr:Cflf0 f"CP.. ST'°..U TMR£ADr'O PA'tl"S. NU"T5. A"-1D 'l.'ASN!".S. 11(.;T.C)IP Gl-l.VAf.;izll~G t!1DGJ SHALL CC,....fORM TO A57M f2329 ANO Z!NC {Mf01Af-.;lCAlJ Pt>T\•.G (ZP} TO CLASS 55 PER I\STM BG95. G. PlAIN STW. FAST~',[R.5 ARE ,,o• TO & wrn l,N:.t55 SPfOP'lW. 7 z;•,tC fLfC'"PO--C>;.A";'fO fASTf~~s PER A.5, ... 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The recipient; of tfi,; c:lrJW1"'3 h-,reby acknowle<!qe and J'3fll that ,t 15 the sole pr()p,!:rty of P-eve,ence tn'l1neer,n'l and that they shal neither U5e nor reveal .. ny of the cles":Jr>e>, ,feta,ls and '>peahc.at,one, coot..,neJ' 111 th,s<j • Reverence fn,.,1neenN3. De.11cc1t.Jons from th6 drJ1N11"3 SOJll not be mJ,.Je ..,,-ithout co05utt1t1c:3 Re;1,,erenc.e E:0<:J1~er1nq In~~ nf 1nco"'3rv,t1~ betNeeo drdt/1~. ~f.catiar~. and det.ai!5 ,ncluded 111 contr"-ct docvmeot~. Reverence fnt31ne.enrig -!>twlll dee.Ide ..-.hieh ,ncf1(.,.,jtion most ~ followed ,.;,nd their decrs11 CBC2018-0197 ~ ----~ TUBE PfR Elf TUBE PER ElfV TUBE PER ELEV TOP VIEW SIDE VIEW -3: G 3/ :; ru&fER ELEV 0 CONNECTION DETAIL :• '----.--.....--2 SIDES "t" SHALL !le r IW'N AS EOJAL TO THE TH!CKNESS OF ~HE fHiN~EST MEMBER @ ..,.HE JOINT, 3/J b' MIN. 0 TYPICAL WELD DETAIL 3/4"Pt. r f 1-I o I .~ ,., u il/2"~ ,-2· l " BASE PLATE 3/A•O HlLi K8Tl 55304 (OR. 31 b) MIN Eff EM&D a 4-3/4' AlT 31~·0 SiMPS()Pli STRor,G,OOLT 255 VIN fff, EMBED. ~ 5• REFEP-l'.NCE =EARCr, REPORTS PEP. 5. I FOR. ;'6TAUATION 1,-.r-C,RMAT!O~ ~ 0 ruse PEP ELEV ~UBE PER ELEv TOP VIEW NOTChED ru& PeR ELEV. TlJBE PER Elf'-/ 3;~• Pl ~~~~---< BOTH SIDES 3/16 3/4'Pt.. L_,_J FRONT VIEW 0 CONNECTION DETAIL t,½·t I Ltl O t. I 314• Pt. . ·-,!' " l I BASE PLATE 3/4Vi HILT! 1'.BTZ 5530" IOR. 3 I G) MIN. Eff. EMBED= 4-3/4' Ai..T· 3/4'0 51MP5C-N STRONG-BOLT 2 55 MiN. Efr: fMBEO. = s• RfFtR.ft,.Cf RE.SEA~CH Rf~TS PER 5. 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The recipients of this draw1nq herepY acknowledqe and dgree that ,t Is the s.ole property of Reverence EnqmeermC;:t and that they shall neither use nor reveal any of the des.1gns. deta,ts .and specific.ations contained m this drawing. outside of the: contractu.al a~reement expressed wntten penn1ss1on from .,. Reverence En<:3meenrU3. Devtations from this draY.1n<:, shall not be made v.nthout consultinq Reverence Ent3ineennq. In case of mc.on-3n11ties between drawint30. 5pec1f1cc:1t1ons. and details included ,n contrJc.t documents. Reverence Enqineennq shc1II decide which 1nd1~hon must be foUo~-ed and their dec1~on !>hall be final. CoP'>'rk3ht Reverence Enqmeenr143 AH n<3ht!::i reserved BJS IO.VG T1":"lf_ STRUCTURAL 1:::ir1EET fsizi" A B C D 1YP) > Q NOTQI OUT Tl£ VERTlCAL -4" X -4" TUBE lO MJ.CN/ FOR HORIZONTAL J" X 4" 1IJBE lO 0000 BEYOND & E.D ON BOTH SIDES 8 1/2",ct r 1 1/"r l Ill 1,1-1 TI '9 l9 7 (lYP. @ DETAIL @ BACK BASE PLATE S2 .s SCALE: 3"•1'-0" ---21 8" ----6 1/r I ,,-, 1 11-r 2 1YP.) > A. TYP) > G... J t 1 1/2" 10" 1 l r ~~ I ~ .., N ... "' ht'---------+----uij_J '9/16" ('9 > (lYP. @ DETAIL @ TOP UPPER MATCH PLATE 1./ SCALE: 3"•1'-o" t 1 1/"r f ; ____ -,I ---·r r 1----' -~ 0 Ir ':.. [ NO. 1 2 3 .. 5 6 7 8 10 11 20 21 22 23 30 31 32 40 60 61 62 63 QTY. 8 J 2 2 VARIES 4 2 2 SEE CJWIT SEECJWIT .. BILL OF MATERIALS DESCRIPTION SPEC. _1_1/2" X 1 1/~" X 1/8" lHICK ALUMINUM ANG!.£ 6063-l52 1" X 1" X 1/8" lHICK ALUMINUM ANG!.£ 6063-l52 3/4" X 3/-4" X 1/8" 11-ilCK ALUMINUM C-CHANNEL 606J-l52 ICON EXTRUSION_ EXA47860(L 4" BAU.AST BOX w/ .050" COVER Al.UM. ICON EXTRUSION_ EXA4n900_ 2" LAMP BAR w/ .050" COVER Al.UM. .125" 11-ila< ALUMINUM FORMED Z-CUP 300J-H1-4 I A .090" 11-ila< ALUMINUM FORMED RIB SU_F>PORT 300J-H14 .090" 11-ila< ALUMINUM FORMED CUP FOR DOWN-LENS FlXTURE 300J-H14 .090" 11-ila< ALUMINUM SHEET 300J-H14 .050" 11-ilCK ALUMINUM SHEET w/ WHITE PRE-COAT, LIGHT B~ I 3003-H14 4" X 4• X 1/4* 11-ilCK STE:El COLUMN, MAIN VERTICAL TUBES I •~ ,.... :9'-3 1/8" LONG' ,._, "'·" 3" X 4" X 1/4" lHICK STEB.. COLUMN, "FEEr (2'-11" LONG) 3" X 3" X 1/4" lHICK STE:El COLUMN, ROOF &c CROSS TUBES :2 X 6'-0" LONG I 1 X 4'-9" LONG I 1 X 4'-8" LONG 1 1/2" X 1 1/2" X 1/2" lHICK STEEL ANGLE, 7 1/2" LONG 7 3/4" X 10" X 1/2" lHIO< STEB.. UPPER PLATE 7 3/4" X 10" X 3/4" lHIO< Sl!EL BASE PLATE 4" X 8" X 3/4" lHICK STEB.. BASE PLATE 3/4" lHICK 7328 WHITE ACRYLIC ROUTED OUT &c PUSHED THRU T-8 FLUORESCENT LAMP (SEE ELECTRICAL CHART) ELECTRONIC BALLAST (SEE ELECTRICAL CHART) A500 Gr.B A500 Gr.B AJfj AJfj AJfj AJfj SEE awn I LED DO'tW-1-LIGHT (SEE ELECTRICAL Cl-(_ART) 1 I PHOTO CEU. w/ SWl\n., 120 VAC (McMASTER-CARR f7677K46) . I 1 I TIMER , -I B ELECTRICAL DISCONNECT SWITCH (MULBERRY, SING!.£ POLE, 20-AMP) - 6-4 65 66 2 67 68 70 4 71 8 72 16 73 22 74 75 76 n 78 79 4" X 2" WEATHERPROOF ELECTRICAL BOX. U.L APPROVED 4" OCTAGONAL JJNTION BOX. U.L APPROVED POYl£R SUPPLY CONDUIT, U.L APPROVED HlLll KB3, •3/4" X 8" LONG w/ 6" MIN. EMBEDMENT (00286027 QB. REDHEAD TRUBOLT, 13/4" X 8.5" LONG w/ 6" MIN. EMBED. '.WW-3484 111/2"-13 HEAVY HEX BOLT w/ NUT, WASHER, &c LOCK WASHER 111/4"-20 HEX HEAD BOLT w/ NUT, WASHER, &c LOCK WASHER SELF DRIWNG SCREW, f10 X 1" HEX _HEAD, UNSLOTIED SHEET METAL SCREW, B-AT HEAD, f8 x 3/4", PHIWPS SHEET METAL SCREW, HEX WASHER, 18 x 374", UNSI..OTTED SHEET METAL SCREW_._ ~ x 3/4" PAN HEAD, PHIWP_S SHEET METAL SCREW, HEX WASHER, 18 x 1/2", UNSLOTTED 1/4"-20 ALUMINUM YIELD STUD w/ HEX NUT &c WASHER SEALING/ORIWNG SCREWS FOR METALS, ZINC-PLATED , 8-18 lHREAD X 3/4" LONG, DRILL POINT #2 304 S.S. Al25 AJD7 18-8 18-8 18-8 18-8 18-8 Al.UM. 410 S.S. lYPv 3/16" 17/8"9 ~ ~~~~ ~ LI 1 • I 10 ! J" 80 81 82 90 -CVP I I (McMASTIER-CARR f94058A110) I I c 2" OPEN STAINLESS STEB.. PIANO HINGE S.S. 8.5 FT 4 CAM LOCK (MCMASTER-CARR 11noA412), •*" MOUNT HOLE w/POUSHED NICKEL l'lNISH -USES KEY No. C346A 1/16" X 1/2" WIDE NEOPRENE GASKET-(McMASTIER-CARR f8694K11) , - APPROXIMATE LABELS LOCATION PAINT AND VINYL SPECS (SEE COLOR SPEC1F1CATION LIBRARY) DIGITAL PRtNT VINYL TO MATCH USM BLUE -,..-. PS (SEE COLOR SPECIF1CA110N LIBRARY) BRUSHED ALUMINUM w/ SATIN FlNSH ~ l11,rL3--LJ 1/"r CV1 CV2 V6 VINYL, 3M 7725-10 OPAQUE WHITE VINYL, 3M 3635-70 WHITE DIFFUSER (SEE COLOR SPEC1F1CA110N LIBRARY) DIGITAL DIAMOND USSA BLUE PRINT @ DETAIL @ FRONT BASE PLATE S2 .s SCALE: 3"=1'-0" @ D REF. DWG. lt!5r1 ~I 9-8" X &·-o· ILLUMINATED LITE ATM KIOSK LOCATION No.: 341 1418 ELMHURST RD. FIWITH DOWNLIGHTING ROOF CITY & STATE: CARLSBAD, CA ELK GROVE VILLAGE •IIAWIIIGS 111m1 ucmtn ,ao,un o, ict11111mm IOUlllOIIS 11c.,m WORK ORDER: 1116950 IWNOIS 60007 ::-~:°CO::~:~~=~~~'!':~o!i'::!:::'~!.:,'::~~a!':1 DRAWN BY: CZESLAW RASZKA CHECKED BY: CLAY SPANJER ~USM 111STAUATIOll.1C0111111S IO CLIIM TU MIT muCTUw, EUCRICAl. MECIWIICAL DR , /, , '2'0 ECKED 02 /20' '2017 FDIIDATI011E1t;tlEE111rnTHts1n1&11rnooun1DEDFTM!tcllllCOMl'AIIIESu• DATE DRAWN: 02,20,. 17 DATE CH : 1/ SIGN ID:,· THEAl'r110Wn.-. DRAWING SCALE: AS NOTED FILE: USA0007Z-31 SHEET: 3/11 2 J 4 A B C D ,., 0 L _________ _ r c-''o @--· --1 I l1Fr=I ==,i i_ I-1,011 I 2 I I @ SECT!ON @ CENTER/1LLUM1NATED COPY 1 )flElDED TO FACE ... (75 -·----·-·-____ J J c 1v )J I r -------, iUJ I 11°P I . ! II· c I I l~j 1-· --@ !o I L -----. -_J SCAl£: 1-1/2"&1'-0" 1 --· 1'-D" 81 1-----+-j ~ :1s) .,._ L __ _ CD SECT!ON@ COLUMN (H1NGE S1DE) SCAl£: 3° •1'-o" <D-+ I I ;.____J!== ----~ ' -----------------4'-0" a>ENING-----------------,r ll<------------------3'-11 11/16" 000!-----------------,r )- IOI ® 1 )WEI.JlED TO FACE ~ I f 10 1:;... ____________________ -"l~-----------------..:a---~74 4 A -------, 0 -11---r------{74 II . f 10 B _J SCAl£: 3°•1'-0" C EID SECT!ON @ LOWER DOOR SCAl£: 1-1 /2" •1'-o" ('S'l DETA1L -LOCK MOUNT1NG HOLE ,..,.ur_ f"'l•I I D REF. DWG. 1e:er1 ~I 9-B· X &·-o· ILLUMINATED LITE ATM KIOSK LOCATION No.: 341 1418 ELMHURST RD. FIWITH DOWNLIGHTING ROOF CITY & STATE: CARLSBAD. CA ELK GROVE VILLAGE a111w111GUIIE nu ottUSNE ,.o,111n OF ICDI 10mm SOlllllGIIS 11c..u, WORK ORDER: 1116950 IWNOIS 60007 :~:'1~:!~,!'~:~:'!,':,~~0:i'::!~:'r::_~~~ .. ':1 DRAWN BY: CZESLAW RASZKA CHECKED BY: CLAY SPANJER 1arAUATIOL ico1 u1u •o CWII ,au, muCTIIUl, na:nlCAL. •ECIWIIC&l OR " " 7 CHECKED· 02 "20 ''2017 FOIIIDATIOI (l;IIIEHIIGlf JHIS DE$1GI II IISED DUUIDEOFfH( ICDI CO•PHIES AIID DA TE DRAWN: 02, 20,201 DA TE . , • /, TNU,,IIOYEDYUDGU DRAWING SCALE: AS NOTED FILE: USA0007Z-31 SHEET: 6/11 "-USM SIGN ID:,· 2 J 4 2 J 4 1 --------~l I ,·-·----------·-·--·-7 i, ~ ' I I I ~ ' I 0 I 0 31) II I I A I'" It J I I•• A 201---~-tt---t-----1 0 I 10 I \ -.. -.. -•• I L--@sn: OCTAL BELOW -. ,-----i 2 I . 21 ---------1 I I 6 1--.....------,11----, I 73) I II liM> I -EB ,·-- I B I B -.. I .. - ~ -.. . -I - 0 I 0 -I -I. . I• ~ • ly,,, -• 74) I It .I L --·--______ J @ SECTION @ FEET SCAif; 1-1 /7" =1' -o" C 32>----,,------11----i 0 )'1EI.DED TO 2 SIDE <F "FOOT" C L --·-·-·---. _J EB DETAIL SCAif; J"c1'-0" BACK PANEL D 0 FRONT/BACK PANEL ISOMETRIC D REF. DWG. lt!t!Jrt ~I 9-8· x &'-0" ILLUMINATED LITE ATM 1(10S1( LOCATION No.: 341 1418 ELMHURST RD. i:=IWITH DOWNLl&HTIN& ROOF CITY & STA IT: CARLSBAD, CA ELK GROVE VILLAGE DIIAWIIIGUAE nrnca.n1n,10,E11n Df ICDII IDmm SOLU11C111S 111c. All WORK ORDER: 1116950 ILLINOIS 60007 ::-~~:i'-":.:'~:~:'!,~:-,~~O:s'.:'!:i:r::;~:~.':1 DRAWN BY: CZESLAW RASZKA CHECKED BY: CLAY SPANJER "-USM 111Sr11UTIOL1C01111UEs11cu111r1anmucruw.nRT11CAl.MEC1W11CA1.D11 2' ''20' '2'017 DA= CHECKED· 02' '20' '2017 1 fDHUTIOII UG111U1111rn TH1n111111111 USEII DIITIIDE OF m ICOII co11,a•11u111 DA 1E ORA WN: 0 ;/, , /. 1 c. • : 1 I/ ' SIGN ID:1 -THUPPROYED-. DRAWING SCALE: AS NOTED FILE: USA0007Z-31 SHEET: 7/1_1 2 3 4 A e C D b ~ 0 2 -14• H<X..E IN fOUll)A ~ r~ l ·ea.LARD ,-FOR ELECTRICAL FE[!) r---------------1.----=---, ---7-------1 -----------, 0 I I I ff '----+---KIOSK FOOlPRINT 1 1 KIOSK SlRIJClURE • · ..... I MOUNlWG LOCATlONS _____ J 0 ·ATM UNT OU1Ut€ J 4 MINIMUM ANCHOR BOLT REQUIREMENTS ANCHOR BOLT MAX. CLAMPING FORCE EMBEDMENT 3000 psi CONC. (IN.) AFTER PROPER CURE INCONC. ALLOWABLE TENSION ALLOWABLE SHEAR (FT.-LBS.) (IN.) (LBS) (LBS) 314"0 55-80 6" 3,700 5,500 NOTE: ALL ANCH. BOLTS TO MEET OR EXCEED REQUIREMENTS 0 PLAN VIEW OF FOUNDATION SCAl£: 1 /2" =1' -0- . co I .. ,a b I .. 3• 4_ l 14 ~ b ~ ~ 4 '1::, ~ ..,. ,___.---:,. • . "· 4 . . . 4 ea.LARD (T'IP.)---' --.-----•·-s· o.c.---~--..1 ·". • 4 • 4 • .. -1 4 . . . . . . . . . 4 . 4 . . . . 6° lfi EMBED (T'tP.) . ~ • 4 ... .. 4 • 4 4 . . .. . . . . 4 . .. . . . .. . .. . .. 4 ~ . .. . . . 4 . . . ~ •• 1 I . . 4 . .. . ,,. S' 3" SPREAD FOUNDATION: 8'-4" X s·-o· X 4'-6" DEEP, r~ l I GRADE I s• ABOVE GRADE CONCRETE REQUIRED: 7 cu.~. l· FOUNDATION NOTE: 3000 PSI CONCRETE O 28 DAYS 2000 PSF SOIL BEARING 150 PSF /l'T SOIL LATERAL BEARING UNDIS1URBED SOIL .. • H~ZONTAL f6 SlEEl. REBAR 0 ' ::t-1'-11.5" O.C~ ~T .t BACK ... (A615 Q-. 60) 4 • ·ea.LARD (T'IP.) -2·-s· o.c. 4 •• . . 4 ~ 4 . A .. • .. . . . . 4 .. • 4 4 4 • 4 A . . . .., S' GRADE ;"-, ~ I I ~ ~~~SlIDf: rollUIT, . .. , ... 4 t . . 4 • . 4 PLANS • DETALS ~----------------s·-•·--------------........... ....., ,...._.,_---~-0" l 0 FOUNDATION DETAIL REF. DWG. 2 CONCRElE fOUll)A T10N TO MEET a! EXcm> STA 1ED MINMIM REOOIR[IIEMlS ANO CONF'a!M 10 ATM MANUFAClURES' SllE PREP SPECIFICATIONS ,~er, ~I 9·8• x 6'-0" ILLUMINATED LITE ATM KIOSK LOCATION No.: 341 1418 ELMHURST RD. F'.=IWITH DOWNUGHTING ROOF CITY &: STATE: CARLSBAD. CA ELK GROVE VIUAGE 1uwi11Cs AIIE TME DCUISIVE ,.o,un Df ICON 10mm sown111s 1Ic. m WORK ORDER: 1116950 ILLINOIS 60007 ::a:t~:~::.:i~:~1:'!.~:!8:'=0:-,'.:'!!::'n'!::::~: DRAWN BY: CZESLAW RASZKA CHECKED BY: CLAY SPANJER ~USM IISTAUATIDI.ICOIIIIAIUM>CWIITOAMTSTIIUCTIIRAL,EUCTIIICAL,MECIWIICALOR , '20' '2017 TE CHECKED· 02' '20· '2017 f011IDATIOID&111EOIIG1fTHIUHIG1 1SUSEoou,110EOfTHE1C011COM,111ES11111 DATE DRAWN: 021 I/ DA • ./ I/. SIGN ID:1 -TIIUl'PIIOVEDVEIDOttS. DRAWING SCALE: AS NOTED FILE: USA0007Z-31 SHEET: 9/11 3 4 ' A e C D A e C D FROM DATA/ CAT5E CABLE PROVIDED ANO INSTALLED BY CONTRACTOR. FINAL CONNECTION BY OTHERS CAT5E CABLE PROVIDED ANO INSTALLED BY CONTRACTOR. FINAL CONNECTION BY SECURllY INSTAU..£R 2 ATM SURROUND USM ATM TOPP£R AUTOMATIC TELLER MACHINE (ATM) ,--~HERNET7 I L CABLE _J ~---rCAMERA7 I VIDEO I 0 0 ..---' CAMERA I LPOWER_J COMMUNICATIONS ---++----------' PANEL 2• CONDUIT WITH DATA CABLES PROVVED BY COITTRACTOR 3 JUNCTION BOX FOR SECURllY CAMERA PROVIDED BY KIOSK MANUFACTURER 3/4" CONDUIT WITH PULL STRING PROVIDED BY KIOSK MANUFACTURER CATSE CABLE PROVIDED AND INSTALLED BY CONTRACTOR. FINAL CONNECTION BY SECURllY INSTALLER JUNCTION BOX PROVIDED BY KIOSK MANUFACTURER 1 • CONDUIT WITH DATA CABLES BETWEEN ATM ANO KIOSK JUNCTION BOX PROVIDED BY CONTRACTOR KEYED NOTES MARK COMMENT 0 ATM FOUNDATION OPENING FOR ELECTRICAL, DATA AND SECURITY CONDUITS. ELECTRICAL CONDUITS ANO WIRING BY CONTRACTOR. 0 CONTRACTOR SHALL PR™DE (4) CATSE CABLES BETWEEN ATM ANO DATA/COMMUNICATIONS ENCLOSURE ANO ATM. ATM DATA I COMMUNICATIONS CONNECTION DETAIL SCALE: N.T.S. REF. DWG. ~I 9-8" I &·-o· ILLUMINATED LITE ATM KIOSK LOCATION No.: 341 1418 ELMHURST RD. i=IWITH DOWNU&HTIN& ROOF CITY & STATE: CARLSBAD, CA ELK GROVE VILLAGE 1uwi11GSA1ETNE ocu1S1VE PIOPEm Df 1C0111omm IOI.UTICIIS 11c,m WORK ORDER: 1116950 4 "-USM lt!5r1 ILLINOIS 60007 ::-'=-:'C0:!:'~~~1::'!,=':~i':!!':::'r:~=~':".:~ DRAWN BY: CZESLAW RASZKA CHECKED BY: CLAY SPANJER IISTlUATlOL ICOI MUH IIO CLAIIII TO.., fflUCTUIW. ELB:llllCAl. •ECMUICAL °" / , , 7 ECK ED 02 /: / 7 FDUHATIOII m11En1mFT1t111mG1111 USED DUTIIIE DfTHE ICDII co•~u1Eu111 DA TE ORA WN: 02 20 / 201 DA TE CH : 20 201 SIGN ID:,· THUPl'RMDffJIIIOU. DRAWING SCALE: AS NOTED FILE: USA0007Z-31 SHEET: 10/11 2 3 4 • A e C D • . I REV. REQUEST No. B - C - D - E - F 8.3891 G - H 84806 Al I I 92901 J 110295 K 113769 L 11J12.8 II 115945 N 1J682J 0 1J8335 p 164469 Q 166782 R 1n495 s 175280 T 179829 u 180895 V 181521 • 10n X 18816.l BI I y 199.149 z 240103 C D 2 I J I 4 .. REVISION DESCRIPTION DRAWN BY: DATE CHECKED BY: DATE .. RE\1SED LOE PNE. LEmR1NG, RD1CMD SllE PANOS. ~ATED LfflR PMll<»I PNE. TO REFU:CT ARnDlK --ElJZA BANIEl 12/29~ EHGINEERING RE't£W, SHOW BRAO([lS ON l£G CO'BS --cml.AWRASZKA 01/06/2010 QIANGEil SlRUCl\JRAI. 1UBE POSlll<Jt, QIANGED A.UOR[SCOO' I.AMPS FR011 TI2 TO T8 NE PU9I lHRU IIATERIAL SPECS --CZESI.AW RASZKA 01/11/2010 lJ'OATED TO cotf"alM 10 2009 IIC --CZESl.AWRASZKA 01/l6/2010 REPLACED lllER •lH PHOTO CEU. PER REQUEST --CZESl.AW RASZKA 03/15/2010 REI..OCAlED LOCAll<»I OF s..JT-<JF SW1Qf --RAF AL NAOOUAHSIO 03/24/lOlO --cml.AW RASZKA ADDED SNOW LOAD NE SOSMIC LOAD NOTES, ADDED lltER 04/12/lOlO DRAIIIG RE't1SED 10 SHOW 1£1QIT OF HCl!IZOO'AI. l£G C(MR DECREASED 10 4 7/8". GUSSET Pl.ATES BETWEEN TUBES El.llNAlED, ID IE.IE> <XIKCll(II. ID 1111£ 11.0Q( F<RIAT 1NCtOOED. --RICARDO RAMIREZ CXl/?B/l010 I A ADDED UMPS (00 SllES NE BACI<) TO PROWlE All AR<XNl IU.1UNA1ION (B.0.11. f62). CO!REClED OOINJQllS SPECS (B.0.11. f60), RE\1SED El£C1RIC CHART. --CZESI.AW RASZKA CXI/D1/l011 ADDED LOCA 110N OF KIOSK El£C1111CAL FEED, ADDED NOTES 1HA T F<UllA 110N NE BW.ARDS ME. BY OTIIRS, ADDED El£CTRICAL BOX FM POl£R SU'PL Y Nil OIN«ID SllE OF SAmY SWllOI --RYAN IICQUEEI 10/l6/l011 RDICMD WAl.1. PN:11. IJQf1IIG. REPLACED RECESSED DOINUGH'IIIG •1H T-8 ~ I.All' FlX1IJRE. --.Qfj B ERIQCSEH 10/Jl /l011 m>A 1E 10 REM<M: WAl.1.PN:11. UGlf1IIG FROII St£ET f2 --MARISSA SCOTT 12/14/l011 QIANGEil .OlH OF FWtl>AllON FROll 1-<f 10 8'-4" --RYAN llcQUEEH 11/?B/l012 CEf1ERED BASE PlATE:s, calREClED SllE '4W DIIMSIONS, ADDED REW. DIENSIONS --CZESI.AW RASZKA 12/21/l012 lJ'OA TED FWNOA 1ION --PA TRICK GROSSE 11/20/l013 RE\1SED TO SHOW E0lfflitENT Fal SEQRTY --PA TRICK GROSSE 12/20/l013 0WIGED R0(J" DESIQf 10 PRE'tfHT WATER l£AKltG. --Al.EX HANTSE\101 2/27/2014 QIANGEil DOltlJGlf1IIG FR011 FROSTED ACRlUC LENS NlH T-8 FlOO!ESCOfT I.All'S. --N)AII DIIOOICA 04/03/l014 RE\1SED KEYED LOCK FROII 11111 CAM LOCI(, GRAINGER f1XRY4. Al.SO IIADE SHOP awa5 ENTERED <»I J-J-14. --N)AII DIIOOICA 05/21/2014 RE\1SED FR011 BAQ( ca>Y au UUIINAlED 10 801H FRONT a: BAa<. ADDED PANEL aMRNG <»I LO'IIER PMllON OF FRONT S[Cll(II. RDl<MD/ADDED NOTES PER RED Ut£S ~OED. --N)AII DIIOOICA 06/05/l014 RE\1SED 10 RfllO't'E 1" UP <»I FOONDA1ION N!hlf. GRADE. 0WIGED Bru.ARO PlAC8IEHT 10 BE CONSISJENT 'S' FROII EDGE OF FOOTER. --N:>IM DIIOOICA 06/r19/l014 RE\1SED FR011 FRONT a: BN:11. PUSH nRI IU.lUNAllON TO FRONT ca>Y 10 BE NON-IU.lUNATED a: Wfll DEca!ATED au . MJAII DIIOOICA 07/07/l014 a.A y SPAN.ER 07/07/l014 REDREW EH1llE KIOSK TO IOO DETAI. IEET ClfflHT STANDARDS, Nil calRECT C0NS1RUC110N ERRalS a: OlHER SUGC£S1IONS FROII n£ SHOP. QIANGEil CAM LOCK -RE\1SED 8ACI( TO allCIIAI. STILE DU£ TO ~UTY ISSl.£S, ADDED IIOIJNlljG H<lE DETAI. 10 S6 RE\1SED YN'll NE CWlR CAl.1.0UTS PER CtJSTIMRS REQUEST. REF. DWG. lt:'3r1 2 ~ 9-8• x 6'-0" ILLUMINATED LITE ATM KIOSK 1418 ELMHURST RD. 1= WITH DOWNU&HTIN& ROOF ELK GROVE VILLAGE ,u .. &S w TIIE 11CUS1Vt l'IIOPBn tf 11:11111omrn IOUITIOIS 11t., UY IWNOIS 60007 ::'~':°--:0":ii!:U~:-:.:m'":~0:i'."':::::~:.:_"!!:~~: SIGN ID:, - IISTAlUTIDL ICOtl -Ill CLUM TO All' muCTUUl, IUCTIICAL, MECIIUICAL Ol fOUll&TIOII Elllll(EIIH If T1IIS 11£11111 IS use DUTllllf Of TIIE ICOII COIIPUIB All TIIEAl'PlllfH- J MJAII DIIOOICA 10/02/l014 a.A y SPAN.ER 10/20/l014 RYAN MC0IHN 12/15/l014 a.A y SPAN.ER - AR\4N DAW> 10/12/l016 JJSTAS J. 10/12/l016 LOCATION No.: 1341 CITY & STAlE: CARLSBAD. CA WORK ORDER: 1116950 "-USM DRAWN BY: I CZESLAW RASZKA CHECKED BY: !CLAY SPANJER DAlE DRAWN: 102/20/2017 DAlE CHECKED: !02/20/2017 DRAWING SCALE:! AS NOTED Fll£: USA0007Z-31 !SHEET: 11/11 4 I B C D