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REVIEWED BLD2024-0856+Structural Calculations+7.1.2024_10.41.41_AM+4351969DAVID SANSOTTA Registered Professional Engineer In Partners with STRUCTURAL EDGE ENGINEERING, PLLC A$l structural 160LJUJ16-41 E N G I N E E R I N G STRUCTURAL EDGE ENGINEERING, PLLC WINCO FOODS STORE #136 - CASE ANCHORAGE PREPARED FOR: CODE: DATE: EDMONDS, WA SE PROJECT NO: SE24-287 / q ���f w�sy1,t �'�•J� r�R�L�01 06/23/2024 B.HILLS ARCHITECTURE 2021 IBC JUNE 23, 2024 5509 N. 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EMBED CASE ANCHORAGE 3" = F-0" (2) ANCHOR LOCATIONS AS SHOWN, RE: A13-1 CASE ANCHORAGE PLAN 1/211 11-0II ENLARGED MISC. FIXTURING PLAN oR� 3/16" = 1'-0" CASE htd �0.C� 50180 V� �FGIS1E sU 06/23/2024 REVISIONS ARCH. PROJECT NO. 24039 DRAWN CHECKED BTH SUBMITTAL DATES OTB DATE UO a' OUdaW���© ti � O� z pyapOp, 6°� � HP U Iz7] a vwiZ ow -6 a� • ch O P b.hills architecture, PC 3156 south bown way boise I idaho 83706 p.208.2586150 www.bhiIIsarch.com r� N O V 1 VV rO 1 l - `� TVu^ O O O N W SHEET TITLE ENLARGED MISC. FIXTURING PLAN & DETAILS SHEET JNRBHSA in 2 E U W n W W _ 00 = co 2 0 m W W W N F W 0) W N = 0 Q O Z ¢ cr Z_ 1L D Q W Z a Z 0 N 1n > > W U E E z o N U U = N � � O N W � � n i m r 2, 3, 4 & 5 Door High Narrow Reach -In Self Contained Merchandiser Beverage/Bakery/Dairy/Cut Produce/Deli 36" 191.3 zz' [z g a 0 w 22" [20"] o ¢ w �I ¢ 0 2 Q 22" [20"] N > U W U U � � 22" [20"] 1O cWo n 22" [20"] ap M M m %�>irc'1�1.x>fi1111 331/4" 184.5cm E 33 1/8" 84.3 cm U m 341/2" 87.5cm N 38 3/4" 98.3 cm n CONDENSING UNIT SIZE AND POSITION R448A CASELENGTH 2DR 3DR I 4DR 5DR "X„ 23„ 23„ 23„ 23" "Y" 6" 6" 6" 6" "A" 19.0" 19.0" 19.0" 19.0" "B" 14.0" 14.0" 14.0" 14.0" EVAPORATOR PAN ELECTRICAL JUNCTION BOX (LEGACY) 2" MINIMUM AIR GAP CONDENSING UNIT 5- X" U E U E U 13"x10' (2, 3, 8 4 DOOR) 0= 1 T T 7 W W dp 2'..x 13, 00 O - (5 DOOR) 0 m N ap 7 � 12" (3, 4, 5 DOOR) `�' � c� m m m [2" (2 DOOR)] iU N• A,. PIPE BOX ELECTRICAL JUNCTION BOX 1 1/2 PVC DRAIN CONNECTION 60" [152.4 cm] (2 door) 90" [226.6 cm] (3 door) 1 1/2" [3.8 cm] (END) NOTES 120" [304.8 cm] (4 door) 150" [381.0 cm] (5 door) STUB -UP AREA. RECOMMENDED STUB -UP CENTERLINE FOR ELECTRICAL AND HUB DRAINS. • Specialized Base Frame: Case fits through 80" doorway in the as shipped configuration with 2" fork lift brackets. 2" lifting brackets (installed) & 3.25" ship loose risers combine for 5" baseframe once installled. Drain traps ship loose. • Ends add approximately 1" to case height, 1/2" to the back & 1" to the front. 201 7 70E NSF. c �L us JNRBHSA COMPLIANT COMPONENT ALL MEASUREMENTS ARE TAKEN PER ASHRAE-72 SPECIFICATIONS. HILLPHOENIX REFRIGERATED DISPLAY CASES FOR SALE IN THE UNITED STATES MEET OR EXCEED DEPARTMENT OF ENERGY 2017 REQUIREMENTS. Rev. Date Rev. # Rev. Title structural F7 IF �'.�1 FRI E N G I N E E R I N G CASE ANCHORAGE (STANDALONE) CASE PROPERTIES LENGTH = 90.0 in WIDTH = 32.0 in HEIGHT = 84.0 in CAPACITY = 40 FTA3 PRODUCT = 45 PCF CASE WT = 1000 Ib TOTAL WT = 2800 Ib SEISMIC DEMAND overall base rails overall worst case (conservative as each shelf is rated for 150#) _ 0.4*ap*Sds*Wp 1+2*z h F p (Rp / Ip) ( /) ap= 1.0 Sds = 1.024 Fp = 458.8 Ib (ULTIMATE) Wp = 2800 Ib Fpmax = 4587.5 Ib (ULTIMATE) RP = 2.5 Fpmin = 860.2 Ib (ULTIMATE) Ip = 1.0 Fp = 860.2 Ib (ULTIMATE) z/h = 0.0 Fv = 573.4 Ib (ULTIMATE) ANCHORAGE MOT = 36127 Ib-in MREs = 31145 Ib-in includes Fv T/C = 156 Ib # Anchors = 1 2 total VMAX = 430 Ib per anchor TMAX = 156 Ib per anchor Omega= 2.5 VMAX = ; Ib per anchor TMAX = d9 Ib per anchor USE (2) L3x3x1/4x0'-3" CLIPS AT FRONT CORNERS OF CASE WITH (3) #10 SCREWS TO CASE AND (1) 3/8" DIA x2-3/4" EMBED HILTI KWIK BOLT TZ EXPANSION ANCHOR (3-118" NOMINAL ANCHOR EMBED) 5509 N. Glenwood St. Boise, ID 83714 1 o: 208.501.2289 1 www.structuraledge.com �►SGE WERICAN SOCIETY OF CIVIL ENGINEERS Address: 21900 Highway 99 Edmonds, Washington 98026 ASCE Hazards Report Standard: ASCE/SE17-16 Latitude: 47.800751 Risk Category: II Longitude:-122.333394 Soil Class: D - Default (see Elevation: 359.0632225661382 ft Section 11.4.3) (NAVD 88) I9 tlI St SLY SrdiN EdmnMR /k'.PWI �1 Ci O — PorR l: �1• h <• � � � a a < fsr - Ad ..lilh a ndk Wbr Me.. (IM W � Irdpmh _ Jlll i <ulwael N V , n rrirn . Rrrlln.n 8 IIIo1 )' V4 IF— 1 l.r r.� e,e hftps:Hascehazardtool.org/ Page 1 of 3 Sun Jun 23 2024 E® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: SS 1.281 Sp, N/A S, 0.45 TL 6 Fa 1.2 PGA: 0.545 Fv N/A PGA M : 0.654 S MS 1.537 F PGA 1.2 SM, N/A le 1 SIDS : 1.024 Cv 1.356 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Sun Jun 23 2024 Date Source: USGS Seismic Design Maps hftps:Hascehazardtool.org/ Page 2 of 3 Sun Jun 23 2024 E® AMERICAN SOCIETY OF CIVIL ENGINEERS The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https:Hascehazardtool.org/ Page 3 of 3 Sun Jun 23 2024 Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Page: 1 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Jul 13, 2021 Date: 11/7/2022 Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor platen Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Kwik Bolt TZ2 - CS 3/8 (2 1/2) hnom3 2210239 KB-TZ2 3/8x5 hef,act = 2.500 in., hnom = 3.000 in. Carbon Steel ESR-4266 12/17/2021 1 12/1/2023 Design Method ACI 318-14 / Mech eb = 0.000 in. (no stand-off); t = 0.500 in. Ix x Iy x t = 3.000 in. x 3.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 4000, f,' = 4,000 psi; h = 5.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [Ib, in.lb] Y X Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan WORST CASE LOADING ALLOWED 9of121 Hilti PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: I Concrete - Jul 13, 2021 1.1 Design results Case Description 1 Combination 1 Page: Specifier: E-Mail: Date: 11 /7/2022 Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%] N = 611; Vx = 1,229; Vy = 0; yes 56 Mx=0;My=0;Mz=0; Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 10 of 12 2 Hilti PROMS Engineering 3.0.81 www.hilti.com Company: Page: 3 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Jul 13, 2021 Date: 11/7/2022 Fastening point: 2 Proof I Utilization (Governing Cases) Loading Proof Design values [lb] Utilization Load Capacity PN / PV N Status Tension Concrete Breakout Failure 611 2,072 30 / - OK Shear Steel Strength 1,229 2,201 - / 56 OK Loading PN Pv t Utilization PN,V N Status Combined tension and shear loads 0.295 0.558 5/3 51 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 11 of 123 Hilti PROMS Engineering 3.0.81 www.hilti.com Company: Page: 4 Address: Specifier: Phone I Fax: E-Mail: Design: Concrete - Jul 13, 2021 Date: 11/7/2022 Fastening point: 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. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 12 of 124