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Home My WebLink AboutX2010-2390 - Misceit L$i3.letI Mal for tie architects 3 Long Beach Blvd., Suite 200 Long Beach, CA 90807 by MHP, Inc. Structural Engineers Long Beach, California October 5, 201 MHP JN: 100160-00-1 icpFES31o4/4, BEq/( % 0,3503 SAC MtJ STRUCTURAL ENGINEERS HOAG MEMORIAL HOSPITAL PRESBYTERIAN HOAG CANCER CENTER MOBILE TOMOTHERAPY INSTALLATION NEWPORT BEACH, CA MHP JOB#: 100160-00-1 INDEX OF STRUCTURAL CALCULATIONS SHEET# ITEM INDEX (THIS SHEET) Al SEISMIC FACTORS FOR ANCHORAGE B1-B5 ANCHORAGE OF MOBILE TOMOTHERAPY OCTOBER 5, 2010 DESCRIPTION: Project consists of providing anchorage a mobile tomotherapy (wt. =123,000#). ENFORCEMENT CODE: 2007 CBC. NH a Subject HOAG Oncology Sheet No. Al Mobile TomoTherapy MHP Job # 100160-00-1 STRUCTURAL ENGINEERS SEISMIC FACTORS FOR EQUIPMENT ANCHORAGE Date Sep-00 By sl Site; One Hoag Drive, Newport Beach CA 92658-6100 Enforcement Code: 2007 CBC Location: SOG Seismic Design Force Factors apt Rp' Ip z h amp factor response mod factor importance factor height of attach point average roof height 1 1 2.5 1 - 0 7-05, Tabte 13.6-1 Coordinates Soil Class. Ss' S7` Fa* Fv' SDS Latitude Longitude 2007 CBC, Tab. 1613.5.3 (1). (2) (2l3*Fa`Ss) 33.62229 -117.92995 D 1.831 0.686 1.00 I 1.50 1.22 *from JAVA Ground Motion Parameter Calculator Seismic Design Force for Equipment Anchorage 0.4a Sac W zl r - R "I 1 + 2 �-1= 111 111 f 4, F ,, (max) = I . 6 S ar l ,, IF r = 11,,(min) = 0.3Snc l,,W,I = 0.20 Wo (ASCE 7-05, Equation 13.3-1) 1.95 Nip (ASCE 7-05, Equation 13.3-2) 0.37 Wo (ASCE 7-05, Equation 13.3-3) Fp(Govern)= 0.37 WR Working Stress= 0.26 Wo (0.7 X Fp) (ASCE 7-05, 13.1.7) Anchorage to Masonry or Concrete? (YIN) Y When anchoring equipment to masonry or concrete, anchors shall be proportioned to carry the least of: a. 1.3 times the force in the component and its support due to the prescribed forces. b. The maximum force that can be transferred to the anchor by the component and its supports. (ASCE 7-05, 13.4.2) WORKING STRESS DESIGN Basic Seismic Anchorage Factor Fp= 0.26 W„ Seismic Anchorage Factor for Anchorage to Concrete or Masonry Fp= 0.33 W , ULTIMATE STRENGTH DESIGN Basic Seismic Anchorage Factor Fp= 0.37 Wo Seismic Anchorage Factor for Anchorage to Concrete or Masonry Fp= 0.48 WI, H:12010\100160tengineeringlMobile Tomotherapy1100160001.seismic factors.xls 9/29/2010 N STRUCTURAL ENGINEERS By: Date: SL Sep-10 EQUIPMENT: Mobile Tomo (Use 6 tie downs only) wt.= 123000 # Fp= 0.48 W Fp= 59040.00 # Sds= 1.22 h= 162 in. h1= 86.00 in. d= 206 in. (min) anch./side= 3 #anch.= 6 F TA'xhI O.9xWp0.2xSrxyxWp_ (max ) = (#anch/side) xd #anch. #anch T(max)= -5232.08 #/side NO UPLIFT T(max, use)= 0.00 #/side V (max ) = F (# anch .) V(max)= 9840.00 #/bolt Sheet No. Bk Job No. 090357-00-1 h1 SEE NEXT SHEET FOR ANCHOR CHECK TRUCTURAI E.N61NEE 4500 E: Pactt Coast Hwy, Suite 100.tong Beach, CA 90804 562.9135.3200 P 56298 www_hilti.us Company; Specifier: Address: Phone I Fax: E-Mail: MHP, Inc. PROFIS Anchor 2.0.9 Page: 1 Project: HOAG: Mobile Tomo Sub -Project I Pos. No.: Date: 9/29/2010 Specifiers comments: Post Installed Anchors Input data Anchor type and diameter: HSL-3, M24 Effective embedment depth: he, = 5.906 in. Material: • 8.8 Evaluation Service Report::. ESR 1545 Issued I Valid: B/1/2005 I - Proof: design method ACI 318 / AC 193 Stand-off installation: e, = 0.000 in. (no stand -oft); t = 0.500 in. Anchor plate: I, x ly x t = 17.000 x 17.000 x 0.500 in. (Recommended plate thickness: not calculated) Profile no profile Base material: cracked concrete , 2500. f: = 2500 psi; h = 12.000 in. Reinforcement: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar Geometry [in.] Loading [lb, in. Ib] Governing loads N = 19680 Mi 0.000 Y n.poo ) oo '.__ I _ 3 4' c i I _.._ice_ f2.0001 Proof t Utilization (Governing Cases) V, = 19680 My= 0.000 Eccentricity (structural section) tin.) e, = 0.000 V, = 0 e,. = 0.000 M, = 0.000 Design values [lb] Utilization I%) Loading Proof Load Capacity Nip, Status Tension Concrete Breakout Strength 19680 — 23605 83 / - OK Shear Pryout Strength 19680 50843 - / 39 OK Loading pa II 5 Utilization p,,,.[%] Status Combined tension and shear 0.834 loads 0.387 5/3 94 OK Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for agreement wiib the existing conditions and for plausibdilyl PROFIS Mcbor (c 12003-20091a4 AG. FL-9494 Schaan Rilll is a registered Trademark of HIIIiAG Selman www.hiltl.us PROFIS Anchor 2.0.9 Company: Specifier: Address: Phone I Fax: E-Mail: MHP, Inc. Page: Project: Sub -Project I Pos. No.: Date: 1 HOAG: Mobile Tomo 9/29/2010 Specifier's comments: Cast in Place Anchors Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Profile Base material: Reinforcement: Geometry [in.] Hex Head ASTM F 1554 GR. 55, 1 h•, = 4.724 in. ASTM F 1554 design method ACI 318 / CIP e, = 0.000 in. (no stand -oft); t = 0.500 in. 1, x I, x t = 17.000 x 17.000 x 0.500 in. (Recommended plate thickness: not calculated) no profile cracked concrete , 2500, f, = 2500 psi; h = 12.000 In. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar y i 17.000 3 i ll 1 13.000�`/ Proof I Utilization (Governing Cases) Loading Loading [lb, in: lb] Governing loads N = 19880 Mx= 0D00 V. = 19680 kh. = 0.000 Eccentricity (structural section) (in.] e,=0.000 V,=0 ey = 0.030 M;; = 0.000 Design values (lb] Proof Load Capacity Utilization [%] p„/IL, Statu Tension Shear Loading Concrete Breakout Strength 19680 23780 Pryoul Strength 19680 83/- 47559 -/41 N S Utilization p„,,.[°A] OK OK Status Combined tension and shear loads 0.828 0.414 5l3 96 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! OK Input data and resultsmust be checked for agreement with the erdsttng condtions and for plausbaky! PROMS Anchor t c) 2003.2009 Milli AG. FL-9494 Schaan Hint is a registered Trademark of Hint AG, Schwan NH STRUCTURAL ENGINEERS By: Date: SL Jan-10 FOOTING UNDER MOBILE TOMO wt(equip:)= - 123000 # Fp= 0.48 Wp Fp= 59040 # Sds= 1.22 Fv=0.2'Sds'Wp= 30012.00 # footing depth= 1.00 ft. footing width= 60.00 ft. footing length= 22.00 ft. wt(conc.)= 198000 # P= wt. (total)=wt(eq uip)+Fp/3+wt(conc.) P=wt(total)= 351012.00 # CG= 7.17 ft. M(OT)= 482356.80 #-ft. M(res)= 10530360.00 #-ft. FS=M(OT) / M(res)= 21.83 STABILITY OKAY e(equivalent)=M(OT)/wt(total)= - 1.37 ft. L/6= 10.00 ft trap or triangular? trap. soil profile IF TRIANGULAR... d=3(width/2-e(equivalent))= N/A ft. q=2P/dW= N/A psf IF TRAPEZOIDAL... A= 1320 8.2 S= 4840.00 ft.3 q=(P/A) +/- M(OT)/S 365.58 psf and 166.26 psf Check Reinforcing wu=(q*1.7)= 621.48 psf L=overhang= 2.00 ft. Mu=(wuL2/2)= 1242.97 #-ft/ft d=(thickness-clr)= 9 in. f=bd2/12000 0.009 ku=Mu/f= 138.11 au= 2.7 As=Mu/(au'd)= 0.05 in.2 As(min)=0.0016*d'12"/ft= 0.17 in.2 As(req'd)= 0.17 in,2 #5 @ 12" OC A(#5)= 0.31 in.2 spacing= 12 in. o.c. As= 0.31 In 2 okay Fp 166 psf Sheet No. B5 Job No. 100160-00-1 P=wt(equip)+Fv footing width Triangular Soil Profile N/A Trapezoidal Soil Profile e e•uiv.) H.12010\100160\engineeringlMobile Tomotherapy\footing under mobile tomotherapy with reinforcing.xls C CG footing depth i 366 psf FI CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA 92658 (949) 644-3275 HAZARDOUS MATERIALS QUESTIONNAIRE If the answer to any of the questions below is yes, applicant must contact the Fire Prevention Office, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658-8915. Telephone: (949) 644-3106. Bust ss Name Contact Person 47-ah� LXIV/p CA1Rtha Mailing Address City State %fl' 4ON6 134t1 �,t1' 90867 Site Address City Telephone 46Z-59S- Zip Zip OeAie. 77,1falef , jnsne/k 9Z66 3 YES NO 1. Will your business activity generate Hazardous Waste in any quantity, in any physical form (solid, liquid, gas)? 2. ❑Ere - Will your business at any one time store, use or handle Hazardous Substances in quantities qual to or greater than 55 gallons, 500 pounds or 200 cubic feet of compressed gas? 3. ❑ Will your business store, use or handle Carcinogens or Human Reproductive Toxins in any amount? 4. ❑ Will your business use an existing or install an Underground Storage Tank for Hazardous Substances or Hazardous Wastes? 5. ❑ [Will your business store, use or handle Acutely Hazardous Materials? 6. If your business will be handling Acutely Hazardous Materials, will your business be located within 1,000 feet from the outer boundary of a school? Briefly describe the nature of the business activity: Printed Name of Respondent: I declare and c Si Circle one: owner tenant lessee agent engineer of perjury that to the best of my knowledge and belief the responses made herein are true South Coast Air Quality Management District 21865 Copley Drive, Diamond Bar, CA 91765-4182 (909) 396-3529 • http:// www.aqmd.gov Air Quality Permit Checklist California Government Code Section 65850.2 prohibits cities from issuing an occupancy permit to a business without clearance from the local air quality agency. This Checklist will determine if you need to obtain clearance from the South Coast Air Quality Management District (AQMD). Company Name: Property Address: City: Contact Person: Type of Business: Fax Number: Applicant (print name): P4V/C clhn gfi.E2 a .azcltil�cf5 4"t i'Aa Peiv, f8OPcse. 660e1,1 Zip Code: 9 �,. a4M9 C/ le0/1e—Title: 4e-C4( Telephone: e-6.95 5444. c -6f -5%fl e-mail address: Signature: Date: • Will the facility have any of the following equipment? Yes ❑ Charbroiler Dry cleaning machine Spray booth Printing press (screen/lithographic/flexographic) Internal combustion engine greater than 50 HP (excluding motor vehicles) Boiler/combustion equipment (greater than 1 million BTU/hr. maximum input) Abrasive blasting cabinet/room Baghouse/cartridge-type dust filter/scrubber Motor fuel storage and dispensing equipment • Will any of the following operations be performed? Yes Application of paints or adhesives Etching, plating, casting, or melting of metals Molding, extruding, or curing of plastics Mixing and blending of liquids and/or powders Storage of acids, solvents, organic liquids, or fuels Production of fumes, dust, smoke, or strong odors -04 rI-e s •cam 8 /a No ❑ No If you answered "No" to both questions, this checklist is your clearance from AQMD. If you answered "Yes" to either question, you must contact AQMD to determine if air quality permits are required. If permits are needed, AQMD will assist you in submitting permit application(s) and then provide you with a clearance letter. You can call AQMD at their Small Business Assistance Office at 1-800-CUT-SMOG (1-800-288-7664). Revised November 2006 Project Description: Project Address: Plan Check No.: Use: Architect/Engineer: CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA (949) 644-3275 TENANT IMPROVEMENT CORRECTIONS MODULAR BLDG —"MOBILE TOMOTHERAPY"; SITE WORK AND ACCESS RAMP 1 HOAG DR (ADJACENT TO CANCER CENTER) 1873-2010 Date Filed: 10/08/10 No. Stories: 1 MEDICAL Occupancy: B Const. Type: VB CA ARCHITECTS (DAVID CHARTIER) Phone: 562-595-5666 Owner: HOAG HOSPITAL (CARY BROOKS) Checked by: S. KUSIK 1* Check 10/19/10 4th Check* Phone: 949-764-4496 Submitted Valuation: $120,000 Phone: 949-644-3285 Permit Valuation: 2nd Check 11/04/10 3rd Check *NOTE: Do not resubmit after the 3`d plan check. Call plan check engineer for an in -person recheck appointment. WARNING: PLAN CHECK EXPIRES 180 DAYS AFTER SUBMITTAL. THIS PLAN CHECK EXPIRES ON: 04/06/2011 Approval of plans and specifications does not permit violation of any section of the Building Code or other City ordinances or State law. This plan check is according to 2007 California Building Code. • Make all corrections listed below. • DO NOT resubmit after the third check. Call plan check engineer and schedule in -person recheck. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. Note: This list is applicable to B/MIA-2 occupancies. GENERAL 1. Approval is required from: Planning Department and ontry landing framing plan Shared\Correction Lists\TICORR 2007 11/04/10 Page 1 of 3 111 building -inspector, 5 Accurately idontify 4he p sed nit.. o.. the .i cinity man (AA 9) 6. All -plea -sheets -and design calculations shall be wet signed by the appropriate design professional. Electronic signatures, signature stamps or photocopies are not sufficient. SITE DEVELOPMENT & ACCESSIBLE PARKING and loading areas. (C1.0, A1.0, A2.0, E2.1, L1.0 & L2.0) la -The -war -der Ne-packineshall-befaieted-within--eash--existieg-ec-new-aerress-aisleiteadieg-area-with-1-2f baskgpaun $250." 112913.1, Fig 11 B 18A, B & C RAMPS landing. 11338.5.3 (C1.0) 116 38 & 39 39(b) ramps. 11336.5.1.1 & Fig 11B 30(b) Shared\Correction Lists\TICORR 2007 11/04/10 Page 2 of 3 25. Clarify and dimension the handrail installations on the plans. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall extend a minimum of 12" beyond the top and bottom of the ramp. The extension may be turned 90° if it creates a hazard or returned smoothly to wall, floor, or post. 1133B.5.5.1 & Fig 11 B-27(b) &(c) 26. Detail the handrail height above the ramp walk surface. Handrails shall be 34" to 38" above the ramp surface. Revise the handrail details accordingly; "height above nosing" is not applicable to the ramp construction. 27. Handrails projecting from a wall shall have a space of 1 ''"A" between the wall and the handrail. Omit the "min." from the handrail details. 113313.5.5.1, Fig 11 B-36 (4/A3.0) 28. Clarify the surface finish and continuous solid smooth wall surface for each side of the ramp. The ramp surface shall be bound by a solid uninterrupted wall; or, a guide curb at minimum of 2" in height shall be provided at each side of the ramp; or, a wheel guide rail shall be provided above the surface of the ramp. 1133B.5.6.1 & 1133B.5.6.2 (1/A3.0 & 2/A3.0) 29. Provide a 42" minimum guard height above the ramp and landing walk surfaces, where the surface is greater than 30" above the adjacent grade. 30. Show the light fixtures on the ramp sections. The light fixtures shall not reduce any required clear areas, widths or landings. (1A3.0 & E2.1) 31. Define the light fixture heights on the ramp sections or installation details. Shared\Correction Lists\TICORR 2007 11/04/10 Page 3 of 3