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HomeMy WebLinkAbout1525 Faraday Ave; 300; CBC2018-0440; Permit{city of Carlsbad Commercial Permit Print Date: 02/08/2019 Permit No: CBC2018-0440 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 1525 Faraday Ave, 300 BLDG-Commercial 2121302700 $15,813.40 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Tenant Improvement Status: Applied: Issued: Permit Finaled: Inspector: Closed -Finaled 08/01/2018 10/10/2018 AKrog Plan Check#: Final Inspection: 2/8/2019 10:40:38AM Project Title: Description: FAGEN FRIEDMAN AND FROST: 340 SF T.I. OFFICE TO OFFICE (COMBINING SUITES 300 & 390 TOTAL; 17,104 SF) Owner: Contractor: EMERALD LAKE CORPORATION CENTRE LP JACOR CONSTRUCTION INC 1525 Faraday Ave, 100 CARLSBAD, CA 92008 760-607-4284 10612 Prospect Ave, Suite 101 Santee, CA 92071-8500 619-562-8183 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $371.34 Total Payments To Date: $371.34 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 fite 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 APPL V 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 $168.18 $117.73 $41.DO $39.DO $1.00 $4.43 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: □PLANNING □ENGINEERING □BUILDING □FIRE □HEALTH □HAZMAT/APCD I ( City of Building Permit Application Plan Check No.(' fl(' ,:::i() J %'-{)l/ 4 l'J. di' -1,:; QP 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value ,_nr Ph: 760-602-2719 Fax: 760-602-8558 ' , I Carlsbad email: building@carlsbadca.gov Plan Ck. Deposit www.carlsbadca.gov Date KI I I I X JOB ADDRESS SUrTEf/SPACE#/UNJT# IAPN 1525 Faraday Ave. 300 212 -130 -27 -00 I 1,;1/PROJECT # ILOT# I PHASE# I# OF UNITS I# BEDROOMS # BATHROOMS I TENANT BUSIN~ NAME I CONSTR. TYPE OCC. GROUP 102 NA NA NA NA Fagen Friedman & Frost VB B DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Tenant Improvement in existing office. Combining adjacent office via new wall opening. Enlarging existing break room. Adding additional mill work, carpet & power. Total S.F of Suite is 17,104. Area of work under this permit approximately 340 s.f. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE IAIR CONDITIONING I FIRE SPRINKLERS Office Office NA NA NA YESO No[Zj YES[Z]No□ YES[Z]No□ APPLICANT NAME Jennifer Knott PROPERTY OWNER NAME Jeff Brusseau Primary Contact ADDRESS ADDRESS 4944 Collingwood Drive 1525 Faraday Ave CITY STATE ZIP CITY STATE ZIP San Diego CA 92106 Carlsbad CA 92008 PHONE I FAX PHONE IFAX 858-794-3222 X 311 858-490-0364 760-607-4282 X 103 760-607-4286 EMAIL EMAIL jknott@designcorpsd.com jbrusseau@newportnational.biz DESIGN PROFESSIONAL Designcorp CONTRACTOR BUS. NAME Jacor Construction ADDRESS ADDRESS 4944 Collingwood Drive 8500, 10612 Prospect Ave. #101 CITY STATE ZIP CITY STATE ZIP San Diego CA 92106 Santee CA 92071 PHDNE IFAX PHONE IFAX 858-794-3222 858-90-0364 619-562-8183 EMAIL EMAIL cjordan@designcorpsd.com jacor@jacor-sd.com,, , ___ ,,.,, ... , ,. Christine Jordan ISTATELIC.# 3850 ST~L~ ¥ll~I '3--1 ,,,ss 6 I CITY""°· ,:n,-.,..J ""' ' ~ iQ4 ~ ::il (Sec. 7031.5 Business and Professions Code: Any City or County which requ,res 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 tt\at he is licensed pursuant to the provisions of the Contractor's License Law )Chapter 9, comme_nding with Section 7000 of Division 3 of the Business and Professions Code} or that he is exemP.t therefrom, and the basis for the alleged exemption. Any violation of Section 031.5 by any applicant for a permit subJects the applicant to a civil penalty of not more than five hundred dollars {$500}). WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: l;J. I have and will maintain a certificate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ... ~. I hm and wlll maintain wor11~ Section 37001<.'.'.e Labor Code, lor the performance ol lhe wor11 r which ~is perm I is issued My wor11era' compensa1on insrance arrier and policy number are: Insurance Co. ~Met,('-:T YJ S. Policy No. CS I' I q 1 Expiralion Date IU I . l,!li§.section need not be completed if the permit 1s for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to crtmlnal penalties and clvll fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, d s rovlded for In Section 3 6 th bor code, Interest and attomey'a fees. l5 CONTRACTOR SIGNATURE ~ □AGENT I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ □ □ I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intel'lded or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who buikls or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's 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. 0Yes Oo 2. I (have I have not) signed an application for a building permit for the proposed work. 3, I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (Include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated (include name I address/ phone/ type of work): l5 PROPERTY OWNER SIGNATURE □AGENT DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous 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 perm rt from the air pollution control district or air quality management district? □ Yes □ No Is the facility to be constructed within 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. CONSTRUCTION LENDING AGENCY APPLICANT CERTIFICATION I certify that I have read the application and state that the above Information Is correct and that the Information on the plans Is accurate. I agree to comply with all City ordinances and State laws relatlngto building oonstructlon. I hereby autholize represenlative of lhe City of Callsbal to en1er upon Ille_,, mentioned property for inspedioo purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN />N"/ WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: AA OSHA pemit is reqlired for excavations """' 5U' deep aid detro!ion or constn.dion of structures r,,er 3 stories in height EXPIRATION: Every pemit osued by Ille llulclng Officio IJlder of tho ex~re by lillitalion aid become nul and void I Ille bu~ing or work authorized by such pemit is not commenced within 180 days from Ille date of such pemit or I Ille buiklng pemit Is suspended or abaldoned at 111y tirre alrerlhe work• "'"'"iced for a period of 180 days (Section 106.4.4 Uniform Buking Code). IS APPLICANT'S SIGNATURE DATE PERMIT INSPECTION HISTORY REPORT (CBC2018-0440) Permit Type: BLDG-Commercial Application Date: 08/01/2018 Owner: EMERALD LAKE CORPORATION CENTRE LP Work Class: Tenant Improvement Issue Date: 10/10/2018 Subdivision: CARLSBAD TCT#85-24 UNIT#05 Status: Closed -Finaled Expiration Date: 06/26/2019 Address: 1525 Faraday Ave, 300 Carlsbad, CA 92008-7372 IVR Number: 12929 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 10/26/2018 10/26/2018 BLDG-84 Rough 074284-2018 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Room 334 , requires special inspection of No welding, rfi of tube steel connections at roofline, repair of fireproofing with special inspection. BLDG-14 Rm 334 ok to drywall with pictures of Yes Frame-Steel-Bolting-Welding screws and tape and texture (Decks) 12/20/2018 12/20/2018 BLDG-Final 079412-2018 Cancelled Andy Krogh Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 12/28/2018 12/28/2018 BLDG.Final 080060-2018 Failed Paul Burnette Reinspectlon Complete Inspection Checklist Item COMMENTS Passed BLOG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 02/08/2019 02/08/2019 BLOG.Final 083388·2019 Passed Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLOG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No February 08, 2019 Page 1 of 1 MARS INSPECTION INC. "A Special Inspection Company" Cell Ph. 619-339-3331 • Email: marsinsnwlmac.com Inspection Report Project Name: F3 Law Suite Tenant Improvements Project Address: 1525 Faraday Ave, Carlsbad, CA Architect: designccrp Page: ____ of ___ Report#: _______ _ Engineer: Miyamoto Contractor: Jacor Construction INSPECTION MATERIAL SAMPLING J_ Structural Steel H.S. Bolts - __ Masonry Prisms - Concrete Mortar/Grout ---- __ Fireproofing __ Cone. Cylinders __ Epoxy _Fireproof Shear Wall Other: --- Other: Other: --- Other: Other: ---Other: Other: [2J Visual Weld D Ultra Sonic Test 1. Observed Welding By Certified Welders 2. All Welds [2J Single Pass Fillets Permit#: CBC2018-0440 File#: _________________ _ DSA#: ________________ _ Other: _________________ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST H.S. Bolts _x_ Plans/Specs --Cone. PSI Clearances --- Grout PSI Positions --- Mortar PSI Sizes ---_x_ Steel A500 __ Laps - Elect/'VV1re -Consolidation --- --_Fireproof _Torque Ft. Lbs. Other: Other: ---- Other: Other: □ Epoxy Anchors D Concrete Placement □Rebar D Full Pen Groove Welds D Shear Wall Nailing D Shop IZl Field □ Continuous [2J Periodic 3. Process Used CZl FCAW □SMAW 4. As requested, our representative was on site to observe the post welding of the L6x4 to the steel deck in lieu of screws noted in detail 11/S1 .01. Fillets welds meet the visual acceptance criteria of AWS D1 .1 table 6.1 and are acceptable per the Structural observation report from the SEOR Lisa Bridge. No discrepancies were noted at this time. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. :,::.,::,<,..-,S'l'z.02.i.?, 'i>ll~\\18 Inspector: x $. D ~~l;A."-ltl~i -=2-...c6....c-1.=..9 ___ _ Date lnsp. Date: Day 1: I 2-6-19 Day 2: I Day 3: I Day 4: I Day 5: I Time Start: Time Stop: Copies ot report submitted to: Carlsbad CBC2018-0440 9/25/2018 DATE: 9/25/2018 JURISDICTION: Carlsbad ✓• EsG1I A SAFEbuilt Company PLAN CHECK#.: CBC2018-0440 PROJECT ADDRESS: 1525 Faraday Ave PROJECT NAME: Office T.I. SET: II □ APPLICANT □ JURIS. l:8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: l:8J EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed . Person contacted: Date contacted: • ;-:", Telephone #: .. I I (by:~) Email: Mail Telephone Fax In Person 0 REMARKS: By: Morteza Beheshti EsGil 9/18 Enclosures: ✓• EsG1I A SAFEbuilt Cornp,>ny DATE: 8/15/2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0440 PROJECT ADDRESS: 1525 Faraday Ave PROJECT NAME: Office T.I. SET: I D APPLICANT ?'JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D 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. D 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: D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Jennifer Knott :le contacted: glish8' (b~) Email G_ail Telep;;;;;;--Fax In Person 0 REMARKS: By: Morteza Beheshti EsGil 8/6 Telephone#: 858.794.3222 x311 jknott@desig ncorpsd. com Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC2018-0440 8/':15/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0440 OCCUPANCY: B TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/15/2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office ACTUAL AREA: 340 STORIES: 3 HEIGHT: OCCUPANTLOAD: 228 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/6 PLAN REVIEWER: Morteza Beheshti This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2018-0440 8/15/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Morteza Bebesbti BUILDING ADDRESS: 1525 Faraday Ave BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Citv provided Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ---- 1997 UBC Buildin Permit Fee g ... 1997 UBC Plan Check Fee ---~ Type of Review: 0 Complete Review D Repetitive Fee 3 Repeats Comments: D Other D Hourly EsGII Fee PLAN CHECK#.: CBC2018-0440 DATE: 8/15/2018 Reg. VALUE ($) Mod. 25.000 15,813 15,813 D Structural Only $95.651 Sheet of Carlsbad CBC2018-0440 8/15/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring IWQ corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. • PLANS 1. Please provide structural plans and calculations got the beam shown in the conference room. Structural documents to be signed by a licensed engineer. GLASS AND GLAZING 2. Glazing in the Fixed and openable panels of door assemblies should be of safety glazing material in accordance with Section 2406.4: MULTIPLE ACCOMMODATION SANITARY FACILITIES 3. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. Section 11 B-304.3. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 11 B-603.2.3. 4. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 11 B-603.2.3. 5. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 11 B-604: a) The compartment shall be a minimum of 60" wide. Also, there shall be provided a clearance of at least 59" in front of the water closet for floor- mounted water closets (56" for wall-mounted water closets). One side of the water closet shall provide 17" -18" from the centerline of the water closet to the adjacent compartment wall. Carlsbad CBC2018-0440 8/15/2018 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. REMODELS, ADDITIONS AND REPAIRS 6. When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • The path of travel shall include the existing parking. COUNTERS AND TABLES 7. The tops of tables and counters shall be 34" maximum above the floor. Section 11 B-904. Show a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11 B-904. · • END OF REVIEW To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes. please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes □ No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Morteza Beheshti at Esgil. Thank you. ' Sfp I 7 er,-..., zo,e Bu or:c ILD1tvG 6'"<L,3fM10 Structural Calculations F3 Law 1v1s1orv Suite Tl, Emerald Corporate Center Carlsbad, CA Plan Check Submittal Ml1710084.00 September 13. 2018 .,.. ..<-1. ' F3 Law Suite Tl, Emerald Corporate Center Ml1810100.00 September 13, 2018 Miyamoto International, Inc. Structural and Earthquake Engineers 5151 Shoreham Place, Suite 280 San Diego, CA 92122 t 858.457.3001 f 858.457.3002 www.mlyamotolnternatlonal.com © 2018 Miyamoto International, Inc., All rights reserved. This document or any part thereof must not be reproduced in any form without the written permission of Miyamoto International, Inc. F3 Law Suite TI, Emerald Corporate Center MI1810100.00 TABLE OF CONTENTS 1. Seismic Design Parameters. .............................................................................................. 1 2. Hanging Partition Support Design .................................................................................. 3 © 2018 Miyamoto International, Inc. Page 1 of 19 F3 Law Suite TI, Emerald Corporate Center MI!S!0I00.00 1. SEISMIC DESIGN PARAMETERS © 2018 Miyamoto International, Inc. 9n/2018 Design Maps Summary Report lllJSGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.13575°N, 117.29412°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provlded Output 55 = 1.083 g 51 = 0.417 g SMS = 1.155 g SMl = 0.660 g S05 = 0.770g S01 = 0.440 g Page 2 of 19 For information on how the SS and S1 values above have been ca lculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. I\ICE. Response Spectrum Des_,. Response Spectrum 11/'IJ u.:,, O~) rill) om l/11 1.:,, l..&O lb) lit) =io o,., o_;;,, l•..11 • uJLJ OBJ 1ro ta, '""'' 111, 1Jt, 2.01 Ptrlod, 1· (Jul Ptrlocl. T <-, For PGAw TL, CRs, and CR, values, please view the detailed re12Q.!1. Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. https://prod01-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=33.13575&1ongitude=-117 .294116&siteclass=3&riskc... 1 /1 Page 3 of 19 F3 Law Suite TI, Emerald Corporate Center MI1810100.00 2. HANGING PARTITION SUPPORT DESIGN © 2018 Miyamoto International, Inc. · m1yamoto. Project: Qv1Q;t01d (j)rro~Oj( C(r)-IGr ;~~~~~~~ _,_) __ Project No: Hl:1'61 DI 00 Cale. By: 0f Date: '1 /7//8 ' I , . Wl70or F~ "l. , •,, '1 ) 21'' -?, ~ (0~1 rl)uo; .1 JJ .;; '.2'f I • ;)_,- c Q r:t z S'-'I' 9 ,_ 2.'' S 1 -1-11 q'-'2-'' Update 9/11/18 Max door weight= 906# Chk. By: ---Date: --- Max col spacing = 23'-3" Weight of door increased by 12%, but the beam span also decreased. Design typically controlled by deflection, no DCR's will exceed 1.0. Design update is OK by inspection based on original calculations. VY Ll 31'tf of t7 o O V = f> lo I lo \f.Jooov r blD lk-J /-z:z. Js • ~ 7,;c, ."1 yAf 1-I ttfjih of 1:Xx>t 111/fk/Dt P Ort,-tJOn lAV( L,oad WL.-· (C, ~Cf J( 112.)( c;..2' • Cf . .J,,::.,) ~ 7JIR rtf (:;, cvlYlUflon) max. D~flQ ChDn {DV Q;f1hU ca<;.t I\? ''2S":,,' It'\ ·f DIVllfhm WwQ\\ = ( 10 f\1 )l C/) ~ C:,O r1f ~\ 1111 c lfi)Qds F~--."\Or rvr YYr l 1 ~ 2 ~) (t) qr= I r V', 2 .s __ fL 00 7-.r_, Af([ ·1,10 1001e I~.<;-I f-OYtltlonc; \tJs-,--no T = I, o l . .1/1,i , 1.0 / CHIOC,v&d tu Y0Gf fthm,n"". 1JCpclr,Wr, A1CE r10 LC~ 17JJ;·?> :cc .• JJ(.rl)(l.o)wv -.2?,1wr J!>'j 1n1p{C;non f-10,1110~ w111 nerf ~1ovP;Yh Page 5 of 19 Beam and Column Sizes -;:r3 N6 HSS14x6x4 N5 4 IIIRISA Company Designs- Job Number Model Name Member Point Loads (BLC 1 : Dead} Member Label 1 BM-2 2 BM-2 Direction y y Member Point Loads (BLC 3: Seismic} Member Label Direction 1 BM-2 z 2 BM-2 z Member Distributed Loads (BLC 1 : Dead} Member Label Direction Start Manniludefk/ft c, 1 BM-1 y -.036 2 BM-1 y -.05 3 BM-2 y -.05 Member Distributed Loads (BLC 2: Live} I 1 I I 2 I Member Label BM-1 BM-2 I I Direction z I .036 z I .036 Member Distributed Loads (BLC 3: Seismic} Member Label Direction BM-1 z Basic Load Cases Ma ilude k k-ft -.405 -.405 Ma ilude k k-ft .15 .15 Page 6 of 19 Sept 10, 2018 12:08 PM Checked By. __ Location ft % 3 21.25 Location ft % 21.25 3 End "-ritudAfk/1...Start L.ocationlft %' End l.ocatioolft %1 -.036 0 %100 -.05 0 %100 -.05 0 %100 End """'nitudelk/1...Start L.ocatioolft.% End l.ocala,lft %1 I .036 I 0 %100 I .036 I 0 %100 k/f ... Start Location ft% End Location ft % 0 %100 BLC Descriotia, Cate-·· X G-avitu Y G-av:..., Z Gravitv Joint Point DistributedArea/Me ... Surfarot ... 1 Dead DL -1 2 3 2 Live LL 2 3 Seismic EL 2 1 4 Seismic-Self Weicht EL .396 Load Combinations Descrintion So ... PDelta S ... BLC Fac ... BLC Fac .. BLC Fac ... BLC Fac .. BLC Fac ... BLC Fac .. BLC Fac ... BLC Fac .. BLC Fac .. BLC Fae ... 1 1.2D + 1.6L Yes y 1 1.2 2 1.6 2 (1.20 + 02S ... Yes y 1 1.3"' 3 1 4 1 3 (0.9-0.2Sds .. Yes y 1 .746 3 1 4 1 4 D+L Yes y 1 1 2 1 5 (1 + 0.14Sds ... Yes y 1 1.107 3 .7 4 .7 6 (0.6 -0.14Sd .. Yes y 1 .492 3 .7 4 .7 7 (1.2D + 02S ... y 1 1.354 3 2.5 4 2.5 8 (0.9 -0.2Sds .. y 1 .746 3 2.5 4 2.5 RISA-3D Version 15.0.0 [U:\ ... I ... I ... \Engineering\Calculations\RISA\Emerald Ctr Tl.r3d] Page 1 IIIRISA Company Designer Job Number Model Name EnvelopeAISC 14th(360-10): ASD Steel Code Checks Member S'-"e Code Ch ... L.oc ... LC Shea ... Loe... Dir LC 1 COL 1-1 HSS6x6x4 .099 9.2 1 .006 0 z 1 2 COL 1-2 HSS6x6x4 .092 0 1 .011 0 z 1 3 COL2-1 HSS6x6x4 .099 9.2 1 .006 0 z 1 4 COL2-2 HSS6x6x4 .092 0 1 .011 0 z 1 5 BM-1 HSS14x6x4 .233 12 .... 1 .019 0 V 2 6 COL3-1 HSS6x6x4 .099 9.2 1 .006 0 z 1 7 COL3-2 HSS6x6x4 .092 0 1 .011 0 z 1 8 COL4-1 HSS6x6x4 .099 9.2 1 .006 0 z 1 9 COL4-2 HSS6x6x4 .092 0 1 .011 0 z 1 10 BM-2 HSS14x6x4 .215 12 .... 1 .019 24 .... V 2 Pnc/om lk' 124.204 137.316 124.204 137.316 99.314 124.204 137.316 124.204 137.316 99.314 Page7of19 Sept 10, 2018 12:08 PM Checked By.~- Pnt/om 'k' Mn···/om r ... Mnzz/ ... Cb Ean 144.335 25.709 25.709 1 H1-1b 144.335 25.709 25.709 1 H1-1b 144.335 25.709 25.709 1 H1-1b 144.335 25.709 25.709 1 H1-1b 246.802 35.814 90.898 1.136 H1-1b 144.335 25.709 25.709 1 H1-1b 144.335 25.709 25.709 1 H1-1b 144.335 25.709 25.709 1 H1-1b 144.335 25.709 25.709 1 H1-1b 246.802 35.814 90.898 1.111 H1-1b RISA-3D Version 15.0.0 [U:\ ... \ ... \ ... \Engineering\Calculations\RISA\Emerald Ctr Tl.r3d] Page 2 Page 8 of 19 Beam: BM-1 -.001 at Oft Shape: HSS14x6x4 Material: A500 Gr.B Rect Length: 24.25 ft I Joint: N2 J Joint: NS LC 4: D + L Dy ~.--~ in -.18 t 12.125ft Dz -------in Code Check: 0.170 {bending) Report Based On 97 Sections A --------k T -------k-ft fa --------ksi Mz fc Max Defl < 0.25" OK 1.435 at Oft -1.435 at 24.25 ft k-ft -8.703at 12.125ft 4.891 at 12.125ft ksi .063 at 24.25 ft .436 at 24.25 ft Vz c:::::-=== ---=::::::::::: k -.436 at Oft My ~k-ft -2.646 at 12.125 ft ft ksi -4.891 at 12.125ft A/SC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.170 Location 12.125 ft Equation H1-1 b Bending Flange Compact Bending Web Compact Fy Pnc/om Pnt/om Mny/om Mnz/om Vny/om Vnz/om Tn/om Cb 46 ksi 99.314 k 246.802 k 35.814 k-ft 90.898 k-ft 102.438 k 40.826 k 50.888 k-ft 1.136 Max Shear Check Location Max Defl Ratio 0.014 {y) 0 ft U1436 Compression Flange Non-Slender Qs=1 Compression Web Slender Qa=. 795 y-y Lb 24.25 ft KUr 112.83 L Comp Flange L-torque Tau_b z-z 24.25 ft 58.462 24.25 ft 24.25 ft 1 Max Defl < L/360 = (24.25')(12)/360 = 0.79" OK Page 9 of 19 Beam: BM-2 Shape: HSS14x6x4 -.001 at Oft Material: A500 Gr.B Rect Length: 24.25 ft I Joint: NS J Joint: N11 LC 4: D + L Dy '-----7~~ in -.156 t 12.125ft Dz --------in Code Check: 0.154 (bending) Report Based On 97 Sections A --------k T --------k-ft fa --------ksi Mz fc Max Defl < 0.25" OK 1.409 at Oft -1.409 at 24.25 ft k-ft -7.301 at 12.125ft 4.361 at 12.125 ft ksi .063 at Oft .436 at 24.25 ft Vz ~k c:::-==--- -. 436 at Oft My ~k-ft -2.646 at 12.125 ft ft ksi -4.361 at 12.125ft A/SC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.154 Location 12.125 ft Equation H1-1 b Bending Flange Compact Bending Web Compact Fy Pnc/om PnUom Mny/om Mnz/om Vny/om Vnz/om Tn/om Cb 46 ksi 99.314 k 246.802 k 35.814 k-ft 90.898 k-ft 102.438 k 40.826 k 50.888 k-ft 1.111 Max Shear Check Location Max Defl Ratio 0.014 (y) 0 ft U1436 Compression Flange Non-Slender Qs=1 Compression Web Slender Qa=. 795 y-y Lb 24.25 ft KUr 112.83 L Comp Flange L-torque Tau_b z-z 24.25 ft 58.462 24.25 ft 24.25 ft 1 Max Defl < L/360 = (24.25')(12)/360 = 0.79" OK -.3/-.4 N3 -21-.3 1 2.3/ 1.3 Page 10 of 19 Max Enveloped LRFD Reactions HSS14x6x4 ... >< (D >< (D rn rn :x: ·.3 /-.4 N6 NS -.2 / -.3 4 2.3 / 1.3 ~ :::i 0 0 ~ :::i 0 0 -21-.'3 N3 -.1 /-.2 1 1.9 / 0.8 Max Enveloped ASD Reactions BM-1 Page 11 of 19 N ~ 0 0 ~ 0 0 -.21-.3 N6 N5 -.1 / -.2 4 1.9 I 0.8 • m1yamoto. Project: Ll'Ylf.JV CH d (,or rovatc, (JJ)ft,t PS~~~~~~~ 2 Project No: HI I nl O I 00 Cale. By: C. f Date: 9 {]fl B Chk. By: __ Date: __ . HO n~ I ~-1'.filbbnn_ -lli¥'-f r1_ ___ (?Y\ t _ , ftlv otn~n of k?{am ctnd GolLHY\h( y(.,t 112i:.J-,t (_J)\'lhtc,non @ TC)r cf CdlA mri 1+10 fHC, rnm ~1\A HQ~ H ... J()y (Alt)) V41 rrllx -'JOO l~ vQ11Dw = Vil~ 111 1 -t1 mil ( 1~ &ik) It (l SUUJJ'( vtq_d" 1-,irolb ~ l.l't 4 '2.. [(JlM!s 2 ((!?;,\ \. Screw Capacities Table Notes 1. Capacities based on AISI 5100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull-over capacity is based on the lesser of pull-over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull-over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength Is the lowest value listed in CFSEI Tech Note (F701-12}. 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection Capacity (lbs) ....... ....... Nla'IW 112krlw ,,. ...... 1NclalNaDNlgll~ Fu (Pu •..., ... Pta • 419 Iba) (Pu■ 1271 Iba, Pta • ..... , (Pu■ 1144 Iba, Pta • 1151 Iba) (Pu■ 2330 Illa, Pta • 2321 Iba) (Pu■ 30l8 Illa, Pta • 3201 Iba) , .... i--1 11llclalNa (bl) (bl) 0.111" cla, 0.272" Head G.114" .... 0.272" Head 0.190" .... 0.340" Head 0.211" .... U40" Head G.2IO" ell, 0.409" Head -----Shear Pul--Out Pull-Over Shear PIii-Out Pull-Over Shear Pul--Out Pul-Over Shear PIii-Out PIii-Over Shur PIii-Out PIii-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1016 396 1067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1016 572 1067 Weld Capacities Table Notes 1. Capacities based on the AISI 5100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading In the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld Is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Allowable Weld Capacity (lbs / in) 11llclalNa J::':'.. ~ Fu FllltWlldl Flan 0.-WIida Tllllh 111111 (bl) (bl) Longltudlnal rr--longlludlnal Tranlvent 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 I ' 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 ·' I 'Weld c.tp;,dty for m.tterl.tl thickness gre.tter th.tn 0.JO* requires engineering Judgment to determine leg of welds, WJ .tnd W.l. 70 www.SSMA.com Copyright © 2015 by the SSMA • -.61-.6 3 2 -.41-.4 1 2.3/1.3 Max Enveloped LRFD Reactions -w/ 0 Page 14 of 19 -.61-.6 N6 N5 -.4 / -.4 4 2.311.3 .. Page 15 of 19 DEWALT Design Assist Ver. 1.2.1.0 Page 1 of5 DEWALT. Column BP Anchorage ENGINEERED IY ·;towers Sep 10 2018 1. Project Information Company: Miyamoto Project Engineer: CF Address: 5151 Shoreham Place Suite 280 San Diego CA 92122 Phone: M: 858-457-3001 Email: = Project Name: Emerald Tl Project Address: Mll810100 Notes: 2. Selected Anchor Information Selected Anchor: Power-Stud+ SD2 Brand: DEWALT a Material: 1/2" 0 Medium Carbon Steel .. llt,Uo•HL., ';,,,,ff~~; Embedment: her 2 in hnom 2.5 in Approval: ICC-ES ESR-2502 Issued I Revision: 05/01/2017 05/31/2018 Drill Method: Hammer Drilled 3.D-'tm PrlndDles Design Method: ACI 318-14 Load Combinations: IBC 2015 User Defined Seismic Loading: Tension I 7.2.3.4.3(d) Shear l 7.2.3.5.3(c) no = User Defined 4. Base Material Information Concrete: Type Cracked Sand Light Weight Concrete Strength 3000 psi Reinforcement: Edge None or < #4 Rebar Spacing Tension No (Condition B) Shear No (Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.25 in Length 9.5 in Width 7 in Standoff None Height 0 in Strength 36000 psi Profile: HSS 6 X 6 X 0.500 Rectang ular Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility Page 16 of 19 DEWALT Design Assist Ver. 1.2.1.0 Page 2 of5 DEWALT. Column BP Anchorage ENGINEERED BY ·,OWers Sep 10 2018 s. Geomeb'lc Condldons t'.:: hmin 2.5 in Cmin 4 in Cac 9.000 in smin 4 in 6. Summary Results Tension Loading Desi~n Proof Demand (lb) Ca2acity (lb) Utilization Status Critical Steel Strength 0 0 0.000 OK Controls Concrete Breakout Strength 0 0 0.000 OK Shear Loading Desi~n Proof Demand (lb) Ca2acity (lb) Utilization Status Critical Steel Strength 585 3130 0.187 OK Concrete Breakout Strength OK Pryout Strength 1170 2089 0.560 OK Controls 7. Warnlnp and Remarks ANCHOR DESIGN CRITERIA IS SATISFIED • • The results of the calculations carried out by means of the DDA 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 design professional/engineer, particularly with regard to compliance with applicable standards, norms and permits, prior to using them for your specific project. The DDA Software serves only as an aid to interpret standards, nom1s 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. • Calculations including seismic design requirements in accordance with AC) 318 are required for anchors in structures assigned to seismic design categories C, D, E and F. • Under these seismic conditions, the direction of shear may not be predictable. In accordance with AC! 318 the full shear force should be assumed also in reverse direction for a safe design. Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility DEWALT Design Assist Ver. 1.2.1.0 DEWALT. Column BP Anchorage ENGINEERED BY ·i'owers· B. Load Condldons Design Loads / Actions Nu O lb Vux 400 Vuy 0 Muz O in-lb Mux 0 Muy 0 Consider Load Reversal X Direction lb in-lb 1% Y Direction lb in-lb 1% 9. Load Dlstl'lbudon Max. concrete compressive strain: 0.000 Max. concrete compressive stress: 0.000 Resulting tension force: 0.000 Resulting compression force: 0.000 Resulting anchor forces / Load distribution Anchor Tension Load 1 0.0 2 0.0 Shear Load 585.2 585.2 % Anchor Eccentricity psi ex 0 in lb Profile Eccentricity lb ex 0 in Component Shear Load Shear X Shear Y 200.0 550.0 200.0 -550.0 Page 17 of 19 Page 3 of 5 Sep 10 2018 ey 0 in ey 1.75 in Anchor Coordinates X y -2.000 -3.750 2.000 -3.750 Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility DEWALT. ENGINEERED n ·;towers· 11. Deslp Proof Shear Loadtq Steel Strength: ACI 318-1417.5.1 Variables V sa,eq (lb) <p ----4815.0 0.65 Results <pv sa,eq = 3129.8 vua = 585.2 Utilization = 18.7% Pryout Strength: ACI 318-1417.5.3 Equations v,,.. = kcp •Ncpg N•=kc -~ · ..[T.. h.,1 5 Variables ANc (in2) ANcO (in2) 60.000 36.000 Cac (in) kc 9.000 17.000 Nb (lb) kcp 1790.9 1.000 Results q,V cpg = 2089.3 V ua = 1170.5 Utilization = 56.0% DEWALT Design Assist Ver. 1.2.1.0 Column BP Anchorage lb lb 'I' ec,N 1.000 Aa 0.680 Ncpg 2984.8 lb lb 'I' ed,N 1.000 h' ef 2.000 (lb) <p 0.70 'I' c,N 1.000 (in) 3000 'I' cp,N 1.000 (psi) Page 18 of 19 Page 4 of 5 Sep 10 2018 Reference Table 17.3.1.1 Eqn. 17.5.3. 1 b Eqn. 17.4.2.lb Eqn. 17.4.2.2a Table 17.3.1.1 Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility • Page 19 of 19 DEWALT Design Assist Ver. 1.2.1.0 Page 5 of5 DEWALT. Column BP Anchorage ENGINEERED IY ·,OWers Sep 10 2018 12. Interaction of Tension and Shear Loads Reference ACI 318-1417.6 Equations Eqn. 17.6.3 Variables N •• v •• ----rp ·Nn rp . Vn 0.000 0.560 Results 0.560 ~ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED • Input data and results must be checked for agreement with the existing conditions, the standards and guidelines and must be checked for plausibility SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY RECORD ID# ________________ _ PLAN CHECK# ________________ _ BP DATE Telephone# t wing questi ns represent the facility's activities, NOT the specific project es rip Ion. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for proiects within tlte>City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. I anY,_,of the items 'are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. "f Ve Occupancy Rating: Facility's Square Footage (including proposed project): () / c(J .. i.) 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives ~,"9 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives i .) PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMO): If the answer to ~ny of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. 0 CalARP Exempt I FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 1. 2. 3. 4. 5. 6. 7. 8. YES NO § i □ □ □ □ □ I (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or realer than 1,320 allons? California's Above round Petroleum Stora e Act . Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT APCD : Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp@sdcounty.ca.gov 858) 586-2650). (*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except -those with more than one building• on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [•Excludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO B 1-Will the project disturb 160 square feet or more of existing building materials? Will any load supporting structural members be removed? Notification may be required 1 O working days prior to commencing demolition. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? □ jia.. □ □ □ ja. (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 1 O working days prior to commencing asbestos removal. ~ Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pdf\ for typical equipment requiring an APCD permit. ~ (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe business activities: Briefly describe proposed project: I declare under penalty of perjury that to the best of my knowledge and belief t e responses made herein are true and correct. I I Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HMO APCD . . *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permItt1ng requirements may still apply . HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division