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1950 CAMINO VIDA ROBLE; ; CBC2020-0115; Permit
Building Permit Finaled city of Carlsbad Commercial Permit Print Date: 11/30/2020 Job Address: 1950 CAMINO VIDA ROBLE, CARLSBAD, CA 92008-6599 Permit Type: BLDG-Commercial Work Class: Parcel #: 2120931200 Track #: Valuation: $321,465.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: CBC2020-0115 Status: Closed - Finaled Tenant Improvement Applied: 03/16/2020 Issued: 06/24/2020 Finaled Close Out: Inspector: CRenf Final Inspection: 11/30/2020 Project Title: Description: RAF PACIFICA: SITE IMPROVEMENTS AND REPLACE STOREFRONTS Property Owner: RAF PACIFICA GROUP RE FUND IV LLC 6305 ELCAMINO REAL CARLSBAD, CA 92009 FEE ' AMOUNT ' BUILDING PERMIT FEE ($2000+) $1,414.10 BUILDING PLAN CHECK FEE (BLDG) $989.87 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $55.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $13.00 STRONG MOTION-COMMERCIAL - $90.01 Total Fees: $2,825.98 Total Payments To Date: -- $2,825.98 Balance Due: $0.00 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-2700 1760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 PA Plan Check 00pi15 Est. Value ____________ PC Deposit Date iii0/tS Job Address 1950 Camino Vida Roble Suite: __________APN:_212.093.05,12 Tenant Name: RAF Pacifica CT/Project #: Lot Occupancy: B-office Construction Type: VB Fire Sprinklers: yes 4•J Air Conditioning: yes BRIEF DESCRIPTION OF WORK: Demolition of interior non-structural walls, doors, frames, ceilings, lighting, mech.ducting, plumbing. New trenches for new underground plumbing. Addition/New: New SF and Use, ___New SF and Use, Deck SF, Patio Cover SF (not including flatwork) D Tenant Improvement: SF, SF, Existing Use Proposed Use Existing Use Proposed Use 0 Pool/Spa: SF Additional Gas or Electrical Features? Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: Other:THE PROJECT CONSIST OF A NEW OUTDOOR AMENITY AREA PROPOSED OVER AN EXISTING DRIVE-AISLE AND PORTION OF TWO -PAWING LOTS SERVING AN INDUSTRIAL OFFICE - BUILDING AT 1950 GAMING VIDA RODLE. ThE PROJEOT SITE IS APPROXIMATELY 10.93 ACRES AND IS CURRENTLY DEVELOPED WITH A TWO-STORY INDUSTRIAL OFFICE BUILDING AND PARKING LOT. APPLICANT (PRIMARY) PROPERTY OWNER Name: Norman Barrett, SCA Architecture Name: Adam Robinson, RAF Pacifica Group fu'slon Address: 13280 Evening Creek Drive, Ste. 125 Address: 315 S. Coast Hwy 101, Ste. U42 City: San Diego State: CA Zip: 92128 City: Encinitas State: CA Zip: 92024 Phone: (858) 793-4777 Phone: (760) 473-8838 Email:_normanb@sca-sd.com Email: adamRAFPacIfIcaGroup.com DESIGN PROFESSIONAL Name: Cheryl D. Smith, SCA Architecture Address: 13280 Evening Creek Drive, Ste. 125 City: San Diego State:_CA Zip: 92128 Phone: (858) 793-4777 Email: Architect State License: C11701 CONTRACTOR BUSINESS Name: Ted Weeks IV, TFW Construction, Inc. Address: 4460 Mission Valley Road, Suite 200 City: San Diego State: CA ZIp: 92108 Phone: (619) 220.4881 Email: TedWeeks4@tfwconstruction.com State License- 421837 Bus. License:_BLOS 1216170 (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/she is licensed pursuant to the provisions of the Contractor's Ucense Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she 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 1$500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 8-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'cOMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 11 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit Is Issued. l have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for thelerformance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insuranq Cpmpany Name: State Fund Policy No. 9057624-20 Expiration Date: bl0llzl J 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 be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: -Qe& .4Da'&g DAGENT DATE: 6I22I20 (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: 13 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not Intended 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 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 builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). - O 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. 0 Yes 0 No 2.1 (have/ have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address! phone/ contractors' license number): 4.1 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): S. I will provide some of the work, but I have contr d (hired) the following persons to provide the work indicated (Include name! address / phone/type of work): OWNER SIGNATURE: DAGENT DATE: 06/23/2020 CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is a construction lending agency for the performance of the work this permit is Issued (Sec. 3097 (I) Civil Code). Lender's Name: Lender's Address:_________________________________________________ ONLY COMPLETE THE FOLLOWING 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? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes .0 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. 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 relating to building construction. I hereby authorize 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 CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMiT.OSHA: An OSHA permit Is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories In height EXPIRATION: Every permit Issued by the Building Official under the provIsions of this Code shall expire by limitation and become null and void lithe building orworkauthorized by such permit Is not commenced within 180 days from the date of such permit or lithe building or work authorized by such permit is suspended or abandoned at any time after the work Is commenced fora period of 180 days Mn 106.4.4 Uniform Building Code). - APPLICANT SIGNATURE: DATE: 03/17/2020 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingtcarIsbadca.eov B-2 Page 2 of 2 Rev. 06118 Permit Type: BLDG-Commercial Application Date: 03116/2020 Owner: RAF PACIFICA GROUP RE FUND IV LL( Work Class: Tenant Improvement Issue Date: 06/24/2020 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed - Finaled Expiration Date: 04/19/2021 Address: 1950 CAMINO VIDA ROBLE IVR Number: 25424 CARLSBAD, CA 92008-6599 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-31 137096-2020 Partial Pass Chris Renfro Reinspection Incomplete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on underground conduit for Yes . . light pole bollards 0913012020 0913012020 BLDG-11 139641-2020 Partial Pass Chris Renfro Reinspection Incomplete Foundatlon1FtgIPiers (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency SOG for new half court basketball court, Yes ok to pour slab 1011412020 10/1412020 BLDG-14 140766.2020 Partial Pass Tim Kersch Reinspection Incomplete Frame/Steel/Bolting/We Iding (Decks) Checklist Item. COMMENTS. • Passed BLDG-Building Deficiency October 14, 2020: . No 1. Question: requirements for new exterior parking lot/landscaping areas, for new ADA ramp-path of travel Guard railing protection. 10/1912020 10/1912020 BLDG-111 141281.2020 Partial Pass Chris Renfro Reinspection Incomplete Foundation/FtglPiers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Light pole bases x (5), ok to pour Yes 1112312020 11123/2020 BLDG-Final Inspection 144457-2020 Partial Pass Tim Kersch • Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Pre final notes on card No BLDG-Mechanical Final • No BLDG-Structural Final Yes BLDG-Electrical Final Yes 1113012020 11/30/2020 BLDG-Final Inspection 144919-2020 • Passed Tim Kersch - Complete Checklist Item COMMENTS • Passed BLDG-Building Deficiency . • Yes BLDG-Plumbing Final Pre final notes on card Yes BLDG-Mechanical Final .• Yes BLDG-Structural Final Yes BLDG-Electrical Final • Yes Monday, November 30, 2020 Page 2 of 2 Building Permit Inspection History Finaled pty of Carlsbad Permit Type: BLDG-Commercial Application Date: 03/16/2020 Owner: RAF PACIFICA GROUP RE FUND IV LL( Work Class: Tenant Improvement Issue Date: 06/24/2020 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Status: Closed - Finaled Expiration Date: 04/19/2021 Address: 1950 CAMINO VIDA ROBLE iVR Number: 25424 CARLSBAD, CA 92008-6599 Scheduled Actual Inspection. Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 08/11/2020 08/11/2020 BLDG-11 135321-2020 Partial Pass Chris Renfro Reinspection Incomplete FoundatiofllFtg!Piers (Rebar) Checklist Item COMMENTS . Passed BLDG-Building Deficiency (10) column base plate footings for store Yes front. Special inspection report emailed 0812112020 08121I2020 BLDG-11 136376-2020 Passed Peter Drelbelbis . Complete FoundationlFtg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency (10) column base plate footings for store Yes front. Special inspection report emailed, 8/20 footings for trash enclosure, screen wall and bbq. Pete 0812412020 0812412020 BLDG-21 I36443-2020 Partial Pass Chris Renfro Reinspection incomplete Underground/Underflo or Plumbing Checklist item COMMENTS Passed BLDG-Building Deficiency Underground gas and water test for . Yes outdoor barbecue area. OK to backfill, Underground waste line pending, OK to backfill small section from POC to 2" tie-in, in order for access 0812512020 08125/2020 BLDG-21 136580-2020 Passed Peter Dreibeibis Complete UndergroundlUnderfio or Plumbing Checklist Item COMMENTS . Passed BLDG-Building Deficiency Underground gas and water test for Yes outdoor barbecue area. OK to backfill, Underground waste line pending, OK to backfill small section from POC to 2" tie-in, in order for access. Ug waste Ok on 08/25/2020 09/01/2020 09/01/2020 BLDG-10 Tilt 137242-2020 Partial Pass Chris Renfro - Reinspection incomplete Panels/Floors Checklist item COMMENTS Passed BLDG-Building Deficiency Poured in place walls for screen walls and Yes - trash enclosure. OK to pour Monday, November 30, 2020 Page 1 of 2 EsGil DATE: 5/6/2020 A sAFEbulittompany U%PPLICANT JURISDICTION: Carlsbad 7 PLAN CHECK #.: CBC 2020-0115 SET: II PROJECT ADDRESS: 1950 Camino Vida Roble PROJECT NAME: RAF Pacifica T.I. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. E The plans transmitted herewith will substantially comply with the jurisdiction's Building 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. LI 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: Norman Barrett EsGil staff did not advise the applicant that the plan check has been completed. J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Norman Barrett Telephone #: 858-793-4777 Date contacted 1L1/cO (byY) Email: normanb@sca-sd.com Mail Telephone Fax In Person LI REMARKS: By: Stephen Miller Enclosures: EsGil 4/09/2020 9320 Chesapeake Drive, Suite 208 • San Diego California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuItt'Company DATE: 4/10/2020 JURISDICTION: Carlsbad PLAN CHECK #.: SETT PROJECT ADDRESS: 1950 Camino Vida Roble PROJECT NAME: RAF Pacifica T.I. U APPLICANT U JURIS. Fj The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's Building codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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. LI 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: Norman Barrett LI 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: Norman Barrett Telephone #: 858-793-4777 Date contacted: (by: ) Email: normanb@sca-sd.com Mail Telephone Fax In Person LI REMARKS: By: Stephen Miller Enclosures: EsGil 4/09/2020 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad, CBC 2020-0115 4/09/2020 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: CBC 2020-0115 JURISDICTION: Carlsbad OCCUPANCY: F-1,S-1,B USE: TYPE OF CONSTRUCTION:. V-B ACTUAL AREA: 102,364 ALLOWABLE FLOOR AREA: STORIES: 2 HEIGHT: 35' SPRINKLERS?: Yes! N.A.P. OCCUPANT LOAD: N.A.P. REMARKS: Only exterior changes to be reviewed. DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 3/16/2020 ESGIL CORPORATION: 3/17/2020 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Stephen Miller COMPLETED: 4/09/2020 FOREWORD (PLEASE READ): 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 2019 CBC, which adopts the 2018 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 2018 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, CBC 2020-0115 4/09/2020 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Error! Bookmark not defined. PLAN CHECK #.: CBC 2020-0115 PREPARED BY: Error! Bookmark not defined. DATE: 4/09/2020 BUILDING ADDRESS: 1950 Camino Vida Roble BUILDING OCCUPANCY: B,S-1,F-1 BUILDING POR11ON AREA (Sq. Ft.) Valuation 1 Multiplier Reg. Mod. VALUE ($) 321,465 Air Conditioning Fire Sprinklers TOTAL VALUE 321,465 Jurisdiction Code icb IBY Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee 1U it: Type of Review: 121 Complete Review 0 Structural Only El Repetitive Fee I Repeats Other Hourly Hr. @* EsGil Fee I $919.201 Comments: Sheet 1 of I WISEMAN +ROHY STRUCTURAL ENGINEER'S J. 3 2020. CITy1 ..-dBAD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR RAF FU-SION SITE & AMENTIY. Carlsbad, CA March 17, 2020 W+R Job #20-008.01 0. GO • OF •• 9915 Mira Mesa 'Blvd. Suite 200 San Diego,, CA 92131 TEL. (858),$36-Z166 WRENGINEERS.COM TABLE OF CONTENTS RAF Fu-Sion Site & Amenity Analysis and Designs Project Design Criteria Trash Enclosure - Sectional Door & Storefront Support Movie Screen Frame Misc. Site 1-3 4-12 13-28 29-32 33-35 OSHPD I Latitude, Longitude 33.12292023, -117.28322390 9 Wholesale Diego ale Florist Cal-Comp USA San Diego a) F' 06e nad,el Network 9 Design Code Reference Document Site Class 10 S Courtyard by Marriott San D Map data 02020 Google 212412020.3:02:44 PM ASCE7-16 11 0- Default (See Section 11.4.3) FType Value Description - SS 0.997 MCER ground motion. (for 0.2 second period) S 0.363 MCER ground motion. (tori .os period) SMS 1.196 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value !SOS 0.798 Numeric seismic design value at 0.2 second SA S01 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description . SDC null-See Section 11 AS Seismic design category F8 1.2 Site amplification factor 01.0.2 second F8 null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.436 MCEG peak ground acceleration FpGA 1.2 Site amplification factor at PGA PGAM 0.524 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 0.987 Probabilistic risk-targeted ground motion.(02 second) I SsUH 1.11 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SaD 1.5 Factored deterministic acceleration value. (0.2 second) Si RT 0.363 Probabilistic risk-targeted ground motion.. (1.0 second) Si Ull 0.399 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.. SID 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.888 Mapped value ofthe risk coefficient at shortperiods CR1 0.909 Mapped value of the risk coefficient at a period of 1 S WISEMAN±ROHY SEISMIC BASE SHEAR PROJECT: RAF Fusion Shell/Amenity _RUCTURAL ENGINEERS Per ASCE 7-16 11.4& 12.8 LOCATION: Carlsbad. CA I (2018I8CI2019CBC/ ASCE 716) v.12' I JOB NO: 20.008 212712020 14:19:2 2018 IBC SEISMIC EQUATIONS (2019'CBC) .0 Meets: Regularand,rtio =1? Base Shear: . . 0 Have Site specific Report? Occupancy Category = ii 2018 IBC Table 1604.5 (i,ii,ili,oriv) Moment0 Steel Importance Factor (lE) tOO ASCE 7-16 Table 1.5-2 0 Concrete Moment Frame Site Class ,= Du (From Soils Engineer or Du if not known) 0 Eccentilcally Braced Steel Frame T1 = 8 sec ASCE 7-16 Figure 22-14 ®.All Other Structural Systems Ss = 0.997 g S 0.363 g Ground Motion Hazard Analysis Not Reqd Due to Exception (11.4.8) R= 1.25 ASCE 7-16 Table 12.2-1 INotes; Maximum Height = 10 feet Steel Ordinary Cantilever Columns. Number of Stories = I (including mezzanines) R= 125 Cd=t25 for C5.& E: for. other Omega= 1.25 F0= 1.200 1200 ASCE 7-16 Table 11.4-1 Fv= 1.937 1.937 ASCE 7-16 Table 11.4-2 5MS = 1.196 1.196 ASCE 7-i6Eq 11.4-1 SM1 0 0.703 0.703 ASCE 7-16 Eq 11.4-2 Sos = 0.798 0.798 JASCE 7-16.Eq 11.4-3 SD1 = 0.469 0.469 ASCE 7-16 Eq 11. 'Short Period Seismic. Design Category = D ASCE 7-16 Table 11.6-1 I Sec Period Seismic Design Category = D 'ASCE 7-16 Table 11 6-2 Use Category: 0 C= 1.400 Fundamental Period T shall' not exceed Cu x T = 0.157 sec (for force only) Ts . 0.59 Sec (Soi I S) C= 0.020 x= 0.75 ASCE 7-16 Table 12.8-2 T= 0.112 Sec ASCE 7-16 Eq 12.8-7 T0 = - Sec ASCE 7-16 Eq 12.8-8 'USE T0 = 0.1.12 sec Vu = 0.638 x,W Basic Equation Eq 12.8-2 Vu = 3.334 x.W Max (Used Tc=TL) Eq 12.8-3 Vu= - x W - (Not Used'Tc=TL) Eq 12.8-4 Vu = 0.035 x W Mm . . Eq 12.8-5 Vu = - x'W - (Not Used S1<0.6) ' Eq 12.8-6 11.4.8 Exceptions Used: Vu = 0;638 x W (LRFD) V, /1.4 = 0.456 x W (ASP) . .#2 (modified eqs for Site Class D) 2 I H 3 I I I I I OTC Hazards by Location Search Information Coordinates: 33.12292023, -117.28322390 Elevation: 254 ft Timestamp: 2020-02-24T23:10:38.863Z Hazard Type: Wind ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year ---------------------67 mph MRI 10-Year -----------------------'72 mph ASCE 7-05 Wind Speed --------85 mph MRI 25-Year -----------------.... - 72 mph MRI 25-Year .................79 mph MRI 50-Year ---------------------77 mph MRI 50-Year ------------------85 mph I MRI 100-Year ------------82 mph MRI 100-Year ---------------91 mph Risk Category I ------------------89 mph Risk Category I ------------100 mph Risk Category ll ................96 mph Risk Category ll ............110 mph I RiskCategorylll ...................102 mph Risk Category III-IV --------115 mph Risk Category IV ...............107 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area - in some cases, this website will extrapolate past the I last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. I Mountainous terrain, gorges, ocean promontories, and special wind regions Shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon 'for any specific application without competent I examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided I by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the- building site described by latitude/longitude location in the report. I I v 'r "....-..- vflv ,61f-UU1 4 WISEMAN + :ROHY STRUCTURAL ENGINEERS BY IYt DATE 'ZiitZ) PROJECT _&WtJ_________________ SHEET NO. _______ OF 1 JOB NO. _OOI I .1 ilL.1." LL .- I W'r1 I . I \f:Tm ei t/) _•----,. -•-- - - 7- 0 0 ?, cli !- V o. 0015U 1Q1c CSflh1c. T'J (M7 p - I . . t)7 ,.- f\ç,2 1 --- -.----- I X- Cz p<rTj .. : . I I WISEMAN + ROHY STRUCTURAL ENGINEERS I BY DATE DATE _______ PROJECT hA4 ) K!- , 11E . SHEET NO. . OF I . .. ......... . ....... .... . .. I. .... tOO........................ -.. 1 V t.S1 TM01) I I ... 4 L . ao 9p, 01 I I Ie I I...... 1, I I o.ot;(o,rz,'? Lrnç' 00T ;i 1%. 4• .Lt-r-- i - I I I LII I I I . 6 I WISEMAN + ROHY STRUCTURAL ENGINEERS BY_______ DATE Z_l'o PROJECT ____________________________ SHEET NO. ______ OF ._...- ... . JOB NO. .0!. M4tN........................................ ... ...... ... .. ... .... ....................... ............ . I - I . VV O1l2QW C,uccD) . .. ..4W Vr-ur- Syr L'L )(4.05c (0.1)') + . ._ . .......... cAn..1i'Mtflt 2.c fr\fl)( 41 Pr o.occoy1.o) (11 " - ..... (c2ioco I%i')1O&") VI [ Z o.'-; 1 i4 7 0. log j4 / () 41 t L1V t.Wr j (i %O)Jy(ç7 1O 1Ly V, V6 W (1 . Hilti PROFIS Engineering 3.0.57 www.hilti.com Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Fusion Trash Enclosure Date: 31712020 Fastening point: Specifier's comments: I Input data Anchor type and diameter: Kwlk Bolt TZ - SS 304 112 (2) Item number not available Effective embedment depth: hei, = 2.000 in., h,,,,, =2.375 in. Material: AISI 304 Evaluation Service Report: ESR-1917 Issued I Valid: 5/11201915/1/2021 Proof: Design Method ACI 31814 / Mach Stand-off installation: e, = 0.000 in. (no stand-off): t = 0.375 in. Anchor plateR : I x l x It = 4.000 in. .x 8.000 in. x 0.375 in.-,,(Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, 3000, ç = 3,000 psi; h = 6.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No.4 bar R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading fib, ln.IbJ Vlo'~ AAb Leo K Iko Input data and results must bechedied for conformity with the existing conditions and for plausibilityl PROFIS Engineering (c )2003.2019 Huh AG, FI.-9494Schaan HURl is a registered Trademark of HOG AG..Schaan I. I I :1 I I I .1 I 1 I. I I I 1. 1 I, I I Ei :Hiiti PROMS Engineering 3.0.57 www:hilti.com Company: Pagef 2 Address: Specifier: Phone IFax: E-Mail: Design: . Fusion Trash Enclosure Date: 317/2020 Fastening Point: 1:1 Design results Case Description Forces fIb]! Moments [inib] Sesmic Max. Otil.Anchor [%] I Combinationi N=56D;V5 =940;V,s0; no 19 .M5= 0: M O: M5 = 0; Input data and results must be checlred for conformity with the existingcondltlons and for plausibility! PROFIS!ngineerin9 (c )2003.2019 Hilo AG. FL-9494 Schaan Hillilsa registered Traderna,kof HiltiAG Sdreafl 2 '=i .. Hilti PROMS Engineering 3.0.57 . I wwwhlltLcom Company: Page: .3 Address: Specifier: ' Phone I Fax: E-Mail: Design:. Fusion Trash Enclosure Date: . 3/7/2020 Fastening point: . I 2 Proof 1 Utilization (Governing Cases) . Design values [Ib] Utllizatlofl . Làading Proof Load Capacity PNI PV 1%1 Status I Tension :ConcreteBreikout. Failure 560 3,919 151- OK Shear Pryout Strength 940 4988 419 'OK I Loading c JN Utillzation.i%I taLUs Cornbiñedtension and shear loads 0.146 0.188 - 5/3 11 OK .3 Warhings. Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! I I. . . . I I 1 I .. . . . . I Input-data and results must be checkedfer,confomilty with tte.exlsting conditlons.and forplousibilily! PROFIS.Engineering (c.) 2003'2019HiluAG. FL-9494 Schaan Hlill'isa:registered Trademark of HUll AG, Schabn I.. Seismic: (ASCE 7-10 SectIon 13.3) F O.4aPsDsL4c,(l+2z P (/i) It a5= 2.5 r5= 2.5 i, .L.00 (1.0 or 1.5) Sg = 0.798 F5c 0.319 XW(LRFD) F 0.228 xW (ASDI F5= 11.10 psf (ASD) Wind: (ASCE 7-10 Section 29.4.1 and Figure 29.4-1) Exposure = C s/h = 1.00 K, = 0.85 B/s 1.33 1.00 Kd = 0.85 Check: Case A V= 96 C1 = 1.45 Case A -- Case .D.00256 (2 K 11d V qh z 1702 psf Case A = 20.98 psf Wind Load = 12.59 psf (Aso) Footing Design: Wall Weight = 550 lb MOTEQ= 1861 ft-lb (Aso) Added Stem Load = 312 lb Moyw1,.. 463 ft-lb(ASD) Soil above footing = 375 lb Footing Weight = 675 lb Total Weight = 1912 lb M5 2867 ft-lb x = (fMR-MoT)/fPToj (ft) e = L/2-s (ft) kern = 1/6 in Kern? q,, (psf) q,,, (pat) Bearing Oil? EQ-e0.9DL: 0.42 1.08 0.50 N 2741 0 OK EQ+1.00L: 0.53 0.97 0.50 N 2420 0 OK W +0.6 Di.: 1.10 0.40 0.50 V 691 74 OK W + 1.0 DL: 1.26 0.24 0.50 V 946 329 OK OSA & OSHPO Only: - .. 2.OEQ+O.9DL: Unstable -- -- - -- -- NG(>5984) 2.0 EQ + 1.0 DL: Unstable - -- -- - - NG (>5984) If the basic Seismic load case Is not in the kern, OSHPD & DSA require an additional stability load case where the seismic overturning moment Is doubled and compared to twice allowable bearing pressure. = 0.90 for seismic f = 0.60 for Wind Wall Design: Mb,,,ro = 1508 ft-lb (ASD) 350 ft-lb (ASP) Vertical Bars = 8 5 0.625 in. dia. Vertical Bar Spacing = .18 in. o.c. Steel in center or at face? C (C / F) 0.21 ma steel/ft d= 2.625 in clear to bar Center MUawMa. = 2111 ft-lb (IRFD) (Seismic Governs) phl-M= 2241 lb-ft(IRFD) OIL Note: If controlled by Wind Case C, the reinforcing may be reduced away from the end of the wail - 0 mm - - - - - - - - - -, - - I= - - - - I WISEMAN±ROHY I FREESTANDING SCREEN WALL DESIGN I PROJECT: Fusion Site January2018-2015 IBC /2O16CBC LOCATION: Trash Enclosure I _RUCTURAL ENGINEERS Version 2.00 I JOB NO: 20-008A I7!2O20 12:14 bearing= , ,-Aiiowable 2250 psf Bearing with 3/3 increase = 2993 psf 1PIv4v/ frDJ- fD 34 N1x - DSA/OSHPD? n (V/N) tJ1t", Masonry or Concrete? c (MFC) Thickness = 5.25 in (subtract reveal) Actual Thickness = 5.25 in Wail Weight = 75 pat f'c = 3000 psi 60001) psi - Pc = 30011 psi (footing) added concentric vertical load = 312 p1t (assumed DL) Seismic Point Load 143 lb (Aso) Wind Point Load 0 lb (ASO) Height to point loads = 6 ft (above ground) Height above ground 6.00 ft Length of wail = 8.0 ft Length of return wall = 0.0 it Depth to T.O.F. = 1.33 it Footing width = 3.00 ft Footing thickness 1.5 ft USE: 5.25 inch Concrete wall with #5 (v).@ 18 Incheso.c. at center (62.625 in.) with a 3 wIde x 1.5 thick footing Transverse Ftg Reinf.= 0.56 in' /ft Longitudinal Ftg Reinf. 1.17 in I 11 I I (c 7[ T14M T YZlAc11 .Ic-3UL.ic. I I •:. FOUNDATION . . . . SOIL TVPE± SEE 5011.5 REPORT #WOJ.PREPARED BY GCt1.W& I - . DATED ULY P1. OUNDAITON DESIGN IS BASED ON A SOIL BEARING VALUE 2,20 pst .. . ... WITHThE BOTTOM FFOOT1NCSTO I DE PLACED AT 1 MINIMUM BELOW THE LOWEST ..ADJACENF. THE SOILS REPORT REFERENCED IN NOTE #1 ABOVE SHOWS AN - EXPANSION INDEX LS THAN 614 AND A SOILS . I . •. CLASSIFICATION 0F51CL1N ACCORDANCE WITH U.S.C.S. - :3.-THE SOILS REPORr5TOBE CONSIDERED A PART OF THESE PLANS 'AND SHALL SEcOMPUED WITH BT' THE CONTRACTOR. I . 4 IN THE EVENT FOUNDATION EXCAVATIONS ARE CARRIED TADEPTH GREATER THAN REQUIRED. THE AD0(flONP. DEPTH SHALl. BE FILLED - . •.• . . WITH THE SAME CONCRETE AS THAT USED FOR FOOTING AT NO ADDITIONAL EXPENSE TO THE OWNER. NO UNCONTROLLED RU. WILL I . BE PERMITTED. .5. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER. . . . . . . IL ALL SE COMPACTED TO AT. LEAST (90%) OF • NE MAXIMUM DENSITY OBTAINABLE BY THE &S.T.PL DESIGNATION 0-1557 (LATEST EDITiON) METHOD OF COMPACTION. .. I 7• A COMPACTION REPORT MUST BE stjv". TO AND APPROVED BY THE GOVERNING JURISDICTION PRIOR •Qff OF ANY CONCRETE ON FILL. . . . .. . I I . 8 ALL UTILITY TRENCHES COMPACTED TO A MINIMUM OF P 90% RELATIVE DENSITY. ... . . . FINISH GRA .. SLOPED TO DRAIN SURFACE WATER AWAY FROM ": . .l. SUDP4fl VERIFICATION TO THE GOVERNING J FOUNDATION CONSTRUCTION IS IN ACCORDANCE. MMERDATIONS AND CONCLUSIONS OF HIS REPOR1. I . I 12 I tV1f) C ocL ft PT I FOUR-SHER DEVELOPMENT COMPANY JULY 14, 1995 W.O. 1840-SC PAGE 10 reviewed and conclusions of this report are modified or approved in writing by this office. The location of the building was selected by others, and it is our understanding that alternative I locations beyond that proposed are not being considered at this time. The information and recommendations presented in this section are not meant to supersede I design by the project structural engineer. Upon request, GSI could provide additional input/consultation regarding soil parameters, as related to foundation system design. I ALTERNATIVE #1 Removals: Materials generated during removal operations may be re-used as compacted fill provided the materials are allowed to dry out and/or mixed with dryer I materials to achieve proper moisture levels prior to placement. The potential for any densification of fill soils during seismic shaking would be reduced by the recompaction of existing fills, if performed. I When removals are completed, the exposed surface should be scarified, moisture conditioned and recompacted per the typical GSI grading guidelines and - recommendations herein. - Removals should consist of all existing fill within the building footprint and below a 1:1 projection downward and away from extreme exterior foundation elements. Maximum I removal depths on the order of 9± feet are anticipated within the southeast corner of the proposed building. I Over-Excavation: ProposeØ grading of the building site would create a cut/fill transition in the northwestern portion of the building site. In order to provide for uniform support of the structure, the cut portion of the building should be overexcavated and replaced with I. compacted fill to provide a minimum 4 foot thick compacted fill blanket and 12 inches below the lowest foundation element. Areas where planned fills are less than 4 feet thick should also be overexcavated to provide the recommended minimum fill thickness. Overexcavations should be completed for a minimum lateral distance of 8 feet outside I of the extreme exterior foundation elements. Foundations: Our field work and laboratory testing indicates that onsite soils are low to I medium, in expansion potential. Preliminary recommendations forfoundation design and construction are presented below. I Bearing Value: \Aj allowable bearing value of 2250 pounds per square foot should be used for design of ciifihtzou~-foc$tlngs minimum 5 inc es wi 181iths deep and for design of isolated pad footings 24 inches wide and 24 inches deep, bearing in I properly compacted fill material. This value may be increased by 250 pounds per square foot for each additional 12 inches in depth to a maximum value of 2750 pcf. No increase in bearing for width should be allowed. The above values may be increased by one-third when considering short duration seismic or wind loads. A factor of safety of 3 was used - I alFo—wable beariffg Vãi }o0t1ngs placed within a distance I GeoSOils, Inc. ml 13 WISEMAN + .ROHY STRUCTURAL ENGINEERS BY_______ DATE ______ PROJECT •. - SHEET NO..- OF JOB NO. fJ -W.OI -... ..................... 4w I'm low ...,.. - VV%VJ .. - .....- ......... - I'JT IN (OVt ez trQYL ii . ucc - Mr 4 iR?•Jç' IV4 1. (4)( 4 Wu'.i'.-- 2.. C j0t CQ'c-) coc LAN ?(_c ASCE 7-16 Section 30.3: Ht < 60 ft. Walls - Figure 30.34 Area < 700 square feet Area greater of (Span x Width) or (1.33 x Span) h=eave height 'Least Building Dimension = 266 ft 10% of least bldg Dim = 26.6 ft 40% height = 10.8 ft 4% of least bldg. Dim = '10.6 ft Three Feet = 3.0 ft I CornerZone 'a' = 10.80 ft I I, I I I I I I, 1 I 'I I. I I I I I I I I 14 J IISEMAN + ROHY I WIND LOAD TABLES PROJECT: RAE Fusion RU C TU R AL ENGINEERS (ASCE 7-16 Chapter 30, Part 1) LOCATION: Exi5itng Building 2018 IBC! 2019 CBC IASCE7-1S v3.0 JOB NO: 20.008 3/9/20201 WIND LOADS (LRFD) ComDonents & Cladding: Walls Eave Height = 27 ft Roof Slope .= 0.25 :12 Roof Angle = 1.2 degrees Site Elevation = 254 feet ASL GCP1 = +1- 0.18 Exposure= C = 0.96 K= 1.00 Xd 0.85 K.= 0.99 V= 96.00 Risk Category II = 0.00256 K, K1 Kd Ke V2 q = 19.09 psf GC _Factors: Design Pressures 'p' (psf): Windward Leeward Zones Windward Leeward Zones Area sq. ft. 4 & 5 (crnr) 4 5 (corner) 4 .& 5 (crnr) 4 :5 (corner) 0 0.900 -0.990 -1.260 20.62 -22.33 -27.49 10 0.900 -0.990 -1.260 20.62 -22.33 -27.49 20 '0.852 -0.942 4.164 19.70 .21.42 -25.66 30 0.824 -0.914 -1.108 19.17 -2089 -24.59 40 0.804 -0.894 -1.069 18.79 -20.51 -23.84 50 0.789 -0.879 -1.038 18.50 -2021 -23.25 60 0.776 -0.866 -1.013 18.26 -19.97 22.77 '70 0.766 -0.856 -0.991 18.'05 -19.77 -22.36 80 0.756 -0.846 -0.973 17.88 -19.60 -22.01 100 0.741 -0.831 -0.942 '17.58 -19.30 -21.42' 200 0.693 0.783 -0.846 - 16.67 -18.39 -19.60 300 0.665 -0.755 -0.791 .16.14 -17.85 -18.53 400 0.645 -0.735 -0.751 '15.76 -17.47 -17.77 500 0.630 -0.720 -0.720 15.46 -17.18 -17.18 700 0.630 -0.720 -0.720 15.46 -17.18 -17.18 1000 0.630 -0.720 -0.720 15.46 -17.18 -17.18 G Cp is reduced above by 10% if the angle of the roof is less than or equal to 10 degrees. I I U. I I I I I I I I I 'I I I .1 I I I 15 J Wiseman + Rohy. EAM :20.00801 RAF Fusion Sectional Door Header&Jamb SK-2 Mar 9, 2020at234PM mm - m mm mm - ._ - m m - - - - - Company Wiseman + Rohy IIRISA Designer SAM Mar 9.2020 Job Number : 20-008.01 2:33 PM I Model Name : RAF Fusion SectnalDoorHesder8Jamb (Global) Model Settings I Ii RISA Company Wiseman + Rohy Designer 8AM Mar 9. 2020 Job Number : 20.00801 2,33 PM Checked 6F Model Name RAF Fusion Sectional Door Header&Jamb (Global) Model Settinas. Continued ctx Ctz .112 T X (sect .•... . . Not Entered T Z (sac) Not Entered RX- - RZ CtEx g.X ... ... CtExp.Z 75..... SD1-- SDS TL (sect Risk Cat . •.- -: .. -.-.. ,. or II [Drift Cat Other OmZ Cdz •.. . .. . -:-. d X . NhoZ Rho Joint Coordinates and Temperatures Hot Rolled Steel Properties Hot Rolled Steel Section Sets Soecs Typs Ilpaign L1 Mntnn1r flpfl4nn Ali 11m 4I 1y flfl41 J ft4I I 1 CiIiqn ISquareTube I°500Gr.8R.J TvIcaI 2. .2i I I 2. Header SS4X4X3 Beam- Tube 500 Gr.B Ii.. Tynpeal . 2.58 8.21- 8.21 .10 RISA.30 Version 11.0.4 IF:..%...Lt1- CaIculatIons1- Slte'.Sectlonal Door Hdr, Jamb.r3dj Page 1 RISA-3D Version 17.0.4 (FA t..% Celcutattons1- SiteSectionst Door Hdr, Jamb.r3d) Page 2 — C) - - - - - - - - - - - - - - - - - II - Company: Wiseman. Rohy Mar 9.2020 I RISA Designer EAM 2:33 PM Job Number : 20.00001 Checked 81r.- Model Name : RAF Fusion Sectional Door. HeaderOJamb Member Primary Data Jàint Loads and Ehforàed Displacements IBLC I : Death .ioioNBt tubal LI.M flbçtion agaltudaflkk.ftt .5 Iktmft 1 Iii I I I - Member -Point Loads Member Label Din No Da Mesniiodelk-k-ffl tocationlft.%I I ta to Print ... I Member Dlsiributed Loads (BLC I : Death MengbtJ.alneI Dbeceen Stunt MawflyØalk* Erni Mapaihidalke F. Stunt Ltimn)1%I End Lucales4lL% M2 I I -.04 I -.04 I 0 I Member Distributed Loads (BLC 3: Wind Load) j.uent OkohStuntMnoi F. elkIft. EndMaanhts&kJll F Stunt Lonatlannit%1 End Loc0thtflL%1 H I I I - I .. I .1 Member Area-Loads JahitA joint Joint joint Diredhin. DiobtuionMnaalkndeUt8 177 No Data to Print Basic Load Cases Load Combinations IVA Column: MI Shape: HSS4X4X3 Material: A500 Gr.B Rect __________________ Dz in Length: 14 ft I Joint: N2 Dy in LC V'i~eflec~ion.WL- 0042 -.298 at 7 ft Report Based On 97 Sections .447 at ft :k Vy .k Vz k A -.48at14ft 1.497 at 6.708 ft T k-ft Mz A-ft My Ak k-ft 5.785 at 6.708 ft fa ksi ft ksi fc 4I II ksi -5.785 at 6.708 ft A1SC 14th360-10): ASD Code Check Max. Bending Check 0178 Max Shear Check 0024 (z) Location 6.708-ft Location 14 Equation HI-lb Max Defi Ratio 56) 18 Bending Flange Bending Web Fy '46 ksi Pnc/om .32.292 k Pnt/om 71.066 k. Mny/om 8.424 k1t Mnzlom '.8.424 k-ft Vny/om 20.003k Vnz/om 20.003 k Tn/om .6.988 k-ft Gb 1 Compact. Compression Flange Non-Slender Compact Compression Web Non-Slender y-y :Z-Z Lb 14 'ft 14 ft KLIr 108.286 1.08.286 L Comp Flange "14 ft L-torque . I4lt beam: Shape: HSS4X4X3 Material: A500 Gr.B Rect Dz in Length: 10 ft I Joint: NS Dy in Report Based On 97 Sections -.2s)7tloft .184 at 0 ft A k Vy k Vz k .008 at 10 ft -.254 at 0 ft My k-ft T k-ft Mz k-ft -.958 at 0 ft 3.703 at 0 ft fa ksi ft rllulPu___ ksi fc h1mm_ksi -3.703 at 0 ft AISC 14th(360-10): ASD Code Check Max Bending Check 0.114 Max Shear Check 0.045 (z) Max Defi Ratio UI Location 0 ft Location 0 ft Location 0 ft Equation HI-lb Span NA 19 Bending Flange Bending Web Fy 46ksi Pnc/om 47.521 It Pnt/om 71.066k Mny/om 8.424 k-ft Mnzlom 8.424 k-ft Vny/om 20.003 k Vnz/om 20.003 k Tn/om 6.988 k-ft Cb I Compact Compression Flange Non-Slender Compact Compression Web Non-Slender y-y z-z Lb lOft lOft KLJr 77.347 77.347 L Comp Flange lOft L-torque lOft Beam: tZ. Shape: HSS4X4X3 Material: A500 Gr.B Rect Length: lOft I Joint: N5 J Joint: LC2: C16- Code : 0.074 (bending) Report Based On 97 Sections Dy in \_j . Dz in D.02.t 5.833 ft .309 at 0 ft k Vy kZ It -.185 at 10 ft .622 at 0 ft 'klT k..ft Mz - k-ft My k-ft -.346 at 6.25 ft 2.403 at Oft fa ksi fc ksi ft FFw ksi -2.403 at 0 ft AISC 14th(360-10): ASD Code Check Max Bending Check 0.074 Max Shear Check 0.015 (y) Max Defi Ratio LJ4709 Location 0 ft Location 0 ft Location 5.833 ft Equation HI-lb Span I Bending Flange Compact Compression Flange Non-Slender Bending Web Compact Compression Web Non-Slender y-y z-z Fy 46 ksi Lb lOft "10 ft Pnc/om 47.521 .k KL/r 77.347 77.347 Pnt/om 71.066k Mny/om 8.424 k-ft L Comp Flange 10 ft Mnz/om 8.424 k-ft L-torque lOft Vny/om 20.003 k Vnz/om 20.003 k Tn/om 6.988 k-ft Cb 2.092 I 21 I I I I I Li I I I I I I I I I I I I 'I OriginaIlyIssued: 01I18I2013 Revised: 02/1212020. Valid Through; 0113112021 22 TABLE 6- ALLOWABLE TENSION AND SHEAR VALUES FOR TRREAEED ROD AND REBARWJTH SET-XP® EPDXYADHESIVE IN THE TOP..OF FULLY GOUTED CMU WALL CONS TRUcTION t1'12 wi gg AMEX S Fe hpoünds MidifieftV fl Drill BAWA Ith tAlldvabIe Iad based6ñ Bond iichoçc IN ameer j1 it ., i )cue Shea?* Shar, rall ep Thdd Rd itlled i f cMiJWi 4-1/2 1;485 590 . 1,050 1/2 5/8 12. 2;440 665: 1,625. 1,610 RM 65IJPk.67NRA~V,11,.~ 1;'785 7-7/8 . 735•• 1,370 7/8 21 .41760 670 1375. Flit J$j& 1,265 550. SO MIN, 44/2 85 No.4 5/8.. 12 21715 465 1,280 Z1,140 T ict4 For SI:, I inch = 23.4 mm, .1 psi = 0.57 Kd, 'I 101 L Allo able load shall be the lesser of bond values t,iven in Tablet of this report and steel values given in 1 ihla1.oriLof this report as applicable 2 Allowable loads are far installations in the grouted CMU core opening 3 Embedment depth is measured from the horizontal surface of the grouled CMU core opening on top of the masonry wall 4 Critical and minimum edge distance and spacing shall comply with T,blec 4 and 5 Fiaures.M ofthherepon ndlL.,ofthis n.p.ishows critical and minimum edge 4nd end distances 5 Minimum allowable nominal width of CMU wall shall be8 inches (203 mm) 6 Anchors are permitted to be installed in the CMU core opening shown in Fnruri.s "and B ofihis repirn__Anchors are limited to one installation per -., - MU core'openipg. 74 Tabulated load values are tbr anchors installed in filly grouted masonry walls constructed from materials complying with Section 3 2 6 of this report 8 Tabulated allowable loads are based on a safety factor of 5 0 for installations under the IBC and the IRC 9 Tabulated allowable load values shall be adjusted for increased base material temperatures in accordance with liLlut I of thiitnun asdppltcable ID Threaded rod and rebar installed in fully grouted masonry walls with SET XP adhesie are permitted to resist dead he seismic and wind loads Section 4.1 of tlus report provides additional design requirement details 11 Threaded rods shall meet or exceed the tensile strength of ASTM F 1554 Grade 36 steel, which is58 GOD pu 12 For installations exposed to severe moderate or negligible extenor weathering conditions as defined in Figure.] of ASTM C62 (IBC or IRC) allowable tension loads shall be multiplied by 0 80 and stainless steel or zinc coated anchors complying with Section 5.9-of-this report shall, l,eusecl, - Page'11 of 17 vwr SS - Originally Issued: 0V1812013 Revised:: 0211212020 Valkrthrough:: 0113112021 TABLE4 -EDGE A$DEND DL ANCREQUIREMENTS AND ALthWABLELOADREDUCTION FACTORS FOR THREADED ROD AND REBAR WITH SET-XP EPDXY ADHESIVE IN THE TOP OF FULLY GROUTED CMu WALL CONSTRUCTION' ed A pacy) y 3 41 &11I anar R. M."M ? - ?A1I m i. Loid%P. Q SEnd c& -'s End, (Min End Allow Load , Reduction Factor,4 Edge,- Mm EdgeAUiiwIoad CJIU' Reductwn Factot .aIZC iO mbed .. 'pth E nch cc,: Reduchon r 1nCneS) . IN ,.',' • '- . ', vc f inches .' i., t. :4Di*i t44 slorK LdDk __ FIN 1.3/4 0.83 0.63 0.77 4-1/2. 2.3/4 20 1.00 3-13/16 0.88 0.84 0.66 - 2 2-3/4-20. 20 1.00 3.13/16 0:64 091 .0:34 3/4 5 0.55 0:69. 5s/r 1 O0 i4 1038 i O ___4o L3/4 072 ZIC l5 2- '4 0.98 0.72 .037 - . - - - 7-7/8 2-3/4 20 . .00 4-114 7/8 21 2-3/4 20 -------- .00 . 4-1/4. .- 0.63. . -- - 0.9064 - - - - -J/2 2 '4 MAN W 0O 4-1I4MINES 1 11 181 ' 1L 5-5/8 2-3/4 20 .:oo 4-1/4.. . 1.00 0.86 0.60 No.5. 15 2-3/4. .20 1.00 44I4 . 0.41. 0.16 0.49 . Tor- 51: I inch LD.qmm. I Edge and end distances (c or are the distances measured from anchor centerline to edge or end of CMU masonry, wall ri_urec ,A and R ol this n.ijshow critical and minimum edge and end distances 2 Critical edge and end distances e.g, an. the least cdg distances at which tabulated allowable load of an anchor is achieved where a load reduction factor.equnis.'l:O'(noload reduction).. 3'. Minimum edge and end dstancs,can are.thc:lcast edgc'distances whereaii,anChórhas.an allówable;loid cápacit, which shall be determined by multiplying the allowable loads assigned to anchors installed at critical edge distance c r in Tuhk. 6 I tin n.nmt by the load reduction faciors.shownabovc. 4 Reduction factors are cumulative Multiple reduction factors for more than one spacing Tahk, of this n.poil) or edge or end distance shall be calculated separatëlyand multiplied.. . . .. Load, reduction factor for anchors loaded in tension or shear with edge and end distances between critical and minimum shall be obtained by. linear interpilation . . . . . 6. Perpendicular shear loads act tówiwds the Wkc'dr end. Pâriillcl shear làadi.ádi paralle1 to thc.cdgc.or end (illustratedinFiRurc.OfihiSfenort), Perpendicular and parallel sher lou1 reduction factors are cumulative When the anchor is located between the critical and minimum edge and end distance. . . . . . :U UV - Originally lsuéd: 0111812013 Revisid: 02/1212020 Valid Through: 01131/2021 I TABLE 5—SPACING DISTANCE REQ Vi. 1REMEN1SAND ALLOWABLE LOAD REDUCTIQN.FACTORSFOR THREADED ROD AND REBAR WITH SET-XP® EPDXY ADhESIVE IN THE TOP OF FULLY GROUTED CMU - WALL CONSTRUCTION' 24 ___ du apy) jqj rJ , IBM tc ucfi1 OleR.Allowa 4 . Ills!'. .11 ME MIT IN( OR -4-1/2 18 too. 8 AN, 0.92 12 48 10.00 8. 0.63 0.98 • .7/8 7-7 3.1. 00 . ' 0.84. .0.8 21. 84 1 00' 8 0 O51 '0.98 A Mil MIM'N~~ Elam 19 NEW AR -5 ,No., 5-5/8 __ 22.5 .00 0 8 1.00' 15, .60 - - 4 0O 8 0.82 1.00 .ForSI: I inch 254.mm. 0 . I - I. Anchor spacing (s, ors,,)is.thc distance measured from centerline to centerline ofwoanchors. 2L Critical.spacing,.s,j's the least anchospacing:at'%fhichtabülatedallo.'ab1eioad.ófnn.inchOr it-achieved süchtht.anchOr perfbnnaiceiinoC influenced by adjacent.anchbrs. 3 Minimum spacing s,, is the least spacing where an anchor has an allowable load capacity which shall be determined by multiplying the allowable lotds assigned to anchors installed at critical spacing distance.s in 1 ablt.___of thisr.iirt by the load reduction factors shown in I . thistable. . 4 Reduction fhetors are cumulative Multiple reduction flictors for more than one spacing or edge or end (table 4_at tIns_n.nortl distance shall be calculatedseparately and multiplied . • 0 .5; Load reduction factor for.anchors,loadèdintension with.spacingbeLween criiical.and'minimum shall.beobtainedbylinear.interpolatiofl. 1 0 ' •0 H .1 •'. 0 :- . : •. •-• I .• 0, I Page I0of17 'O • I . . 0 0 • 0 ,, . 1 :... 25 I rrj Hilti PROFIS Engineering 3.0.57 I ww.hiIti.com Company: Page: 1. AddresC: Specifier. Phonel'.Faxc .1 E-Mail I Design: Fusion iamb Date; 3/10/2020 Fastening point Spec Ifier's comments: • : I Input data Anchor type and diameter. KWIK HUS EZ (KH EZ) 1/2,(3 Item number 418072.kH-EZ 1I2"x3112 Effective embedment depth: he,a =2.160 in., h1 3.0001n MateriaL Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 6/11/2019:.112111201.9 Proof: Design:Method ACI 318-14 /.jv!ech: Stand-off installation: eb = 0.000 in. (no stSnd.off; t = 0.3751n. Anchor plateRi: l x x t = 4.50in..x io:000 in. x 0375ln.; (Recommended plate thickness: not calculated), Profile: no profile Base material: cracked concrete, 300Dfc'• = 3,000psi;h = 24.000. in. lñstallatión: hammer drilled :hole,lnstaliat ion condition: Dry Reinforcement: tension : nditon B,shear: condition B: no supplemental splitting reinforcement present :edge reinforcement: none or< No. 4 bar, R - The anchor calculation isbasedona rigid anchor plateassuniption. Geometry [ifl] & Loading fib, in.ibl 'I Or Inpuldata and results mustbeéh5ck0dforcbflfonn y withtheexisUn9codlUoflSand forplau5bililyl PROFlaE4ineedn(C)260320I9Hilhi AGFL.9494 Schaan HBO isaregstered Trademark ofHOU AG. Schaan 26 .1 ~ I IS= Hilti PROFIS Engineering 3.0.57 'www.hilti.com Company: -- Page: 2 Address: Speifler: Phone I Fax: I E-Mail: - Design: Fusion Jamb Date: $11012020 fastening point: 1.1 Design results - Case Description :ForcesbJ I Moments [in.lb] Seismic Max. Util. Anchor [%] I Combination 1 ..N0; V=688; V5 0; no 30 Input data and results must be chsckedforconfOmitywith the existinp conditions and thrplsusibIty! PROFtsEngineenng ( ç) 2003-2019 Mliii AG.FL-9494 Schaan Hilli is a registered Trsddmark:a?Hilti AG Schsan 2 I I 1 I I I I I I I I I I I I I I I I 27 Hitti PROFIS Engineering 3.0.57 www.hlltl.com Company: Page: 1 Address: Specifier.. Phone I Fax: I E-Mail Design: Fusion Header Date: 3110/2020 Fastening point: Specifier's comments: I Input data Anchor type and diameter: KWIK HUS-EZ (KH.EZ) 112(3) Item number 418072 KH-EZ 112'0 1/2 Effective embedment depth: heists = 2.160 in.. h = 3.000 in. Material: Carbon Steel Evaluation Service Report ESR-3027 Issued I Valid: 6/1/2019112/112019 Proof. Design Method AC! 318.14 I Mach Stand-off installation: eb = 0.000 in. (no stand-off): t = 0.375 in. Anchor plate R, l x l x t = 4.500 in. x 10.000 In. x 0.375 In.; (Recommended plate thickness: not calculated) Profile: no profile Base material: cracked concrete, .3000. ç = 3.000 psi; h = 24.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear condition B; no supplemental splitting reinforcement present edge reinforcement: none or c No.4 bar R - The anchor calculation is basedon a rigid anchor plate assumption. Geometry [in.] & Loading [lb In.Ib] '¼ Input data and results must be checked forconformily with the existing conditions and for plausibility! PROFIS Ergineeilng (c) 2003-2019 Huh AG. FL.9494 Schaan Hint is a registered Trademark of Hint AG. Schaan 28 EIM70 11111111 -1 Hilt! PROMS Engineering 3.0.57 www.hiltl.com Company: - Page: 3 Address Specifier Phone I Fax: I E-Mail: Design: Fusion Header Date: 3/10/2020 Fastening point: 2 Proof I Utilization (Governing Cases) Design values [Ib] Utliizatlo'n Loading Proof Load Capacity DN IN [%j Status Tension - - - -!- N/A Shear Concrete .edgefailure in direction x+ 443 2.634 - /22 OK Loading PN Pv Utilization PN.V (%) Status Combined tension and shear loads - - - - N/A 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 ptausibllityl PROPS Engineedna ( c )2003-2019-Hilti AG FL,9494Schaan Huh is a registered Trademark of HUll AG.Schsan -3 I . 29 WISEMAN + ROHY 1 -. ... STRUCTURAL ENGINEERS' . ... ., By DATE _______ PROJECT TIA416M . SHEET NO. _______ OF I JOB NO.____________ I W MO(Mt oiThJ . .... .,. .-...... I . V IF I . O..CTJl.D Cri -. . .. ... * I . I . . . ... , O,.1 :. . !2/f:;/ (.ut ___________...... ........................ YtyVr y(u 2-. aou Li3-f-r .OR I 11'IrIL P i pm (,7t) 0.15 It .. I 4 7 f2-o I Oth oj p j.02. k-1i I I . 30 ' WISEMAN + .ROHY . STRUCTURAL ENGINEERS. BY ________ DATE _______ PROJECT 4ii SHEET NO. _______ OF I ... JOB NO. -- ....-.. 6cJ4 ..................... . --.-. - ftot - 000 (o.. 81 I / . . . I I . . . I . I . ii I I . ., .. . . 814 31 WISEMAN ± R 0 HY WISEMAN + ROHYStructural Engineers PROJECT: Fusion Site ST R'UCTURAL ENGINEERS = Pole Embedment Footing Design == LOCATION: MovieScreen 2:19:01 PM Per 2016 CBC 1807.3 JOB NO: 20-008.01 3/7/2020 Input Data Constrained Footing (Yor N) N DSNOSHPD? N Lateral Force P= 1.01 k Wind or Seismic (SD) x 1.33 (CBC 1806.1) V Height of Pole H= 8.5 It 4.78sq. in Diâmetér of Pole Footing 8= 2.0 ft Lateral Soil Bearing 5= 0.23ksf/ft Isolated Pole Factor F= 2 (CBC 1806.3.4) Trial Depth D 5.50 ft (iterate until matches below) Top soil depth to ignore d = 1.00 ft Does not apply soilpressure withln d fromtop Total depth of footing increased by depth ignored !d Analysis S1=FS atDepthD/3 Nonconstrained constrained 53=FS at Depth D D=.5M1 + [1 + (4.36H/A)J"} + d D=(4.25PH/S3B)M A=2.34P/(S18) (Egn 18-1) (Eqn18-2) Si= 0.8 ksf/ft S3= 2.5ksf/ft D= 5.42 ft Non-Constrained 1.43 ft Reinforcing Longitudinal Bar Size= # 6 II Reqd = 6 Asfteq'd= 2.26sqJn A=2.65 sq. in QNSpo 01t181a3.91.Z Transverse Bar Size= #3 SReq'd= 9.0 in Use 2 ft x 5'-6'ft deep footing (mm) w/ 646 (V) & #3 ties @ gin. o.c. 32 Seismic: (ASCE 7-10 Section 13.3) F 0.4aPSDSW.,(22 P (R/i) h a5= 25 i= 2.5 'a= 1.00 (1.0 or 1.5) Sos= 0.798 F5 = L03i9 XW(LRFD) F5 = 0.228 xW (ASD) Fp 22.80 psf(ASD) Wind: (ASCE 740 Section 29.4.1 and Figure 29.4.1) Exposure = C . s/h = 1.00 K 0.85 B/s= 1.83 = 1.00 K5 = 0.85 Check: Case A V= 96 c1 145 Case A -- Case ih,= 0.00256 K Ic K5 V' = 17.02 psf Case A = 2098 psf Wind Load = 12.59 pat (ASD) I FREESTANDING SCREEN WALL DESIGN I PROJECT: Fusion Site. CTURAL ENGINEERS January 2018-2015 IBC /2OI6CBC LOCATION: Site Wall Version 2.00 I JOB NO: 20-008A 31712020 12:31 Allowable bearing = 1500 psf Bearing with 1/3 Increase = 2.995 psf DSA/OSHPD? n (V/N) Masonry or Concrete? c (M / C) Thickness = 7 in (subtract reveal) Actual Thickness = 7 ifl Wall Weight = 100 psf f'c= 3000 pal I, = 60000 psi = 3000 psi (fooling) added concentric vertical load = 0 pIt (assumed DL) Seismic Point Load = 0 lb (ASD) Wind Point Load = 0 lb (ASD) Height to point loads = 0 ft (above ground) Height above ground = 9.67 ft Length of wall = 2.7.7 It Length of return wall = 5.7 It Depth to T.O.F. = 2.50 ft Footing width = 3.50 ft Footing thickness 1.5 ft USE: 7 Inch Concrete wall.wlth #5 (v)@'18 Inches o.c. at center (d=3.5 In.) with a 3 5 wide x 1 5 thIck footing Transverse Ftg Rein? 056 in2 / ft toflgithdinal Ftg RClnf.= 1.36 in2 Wall Design: M 1.ta= 1688 ft-lb (ASD) M,•51 = 952 ft-lb (ASD) Vertical Bars = 4 5 0.625 in. dia. Vertical Bar Spacing = 2.8 In. D.C. Steel in Center or at face? C (C! F) 0.21 in2 steel/ft d= 3.500 in clear to bar . Center M4 5 = 2364 ft-lb (LRFD) (Seismic Governs) Phi-M. = 3055 lb-ft (LRFD) OK Note: if controlled by Wind Case C. the reinforcing may be reduced away from the end of the wail Footing Desigfl: Will Weight = 1217 lb M,750 0 1948 ft.lb(ASD) Added Stem Load = 0 lb MOT whw = 1134 ft-lb (ASD) Soil above footing = 802 lb Footing Weight = 788 lb Total Weight = 2807 lb M5 4912 ft-lb a (fMrM0 )/fPm (ft) C = L/2-x (ft) kern = L/6 In Kern? (psf) qw. (pa?) Bearing OK? Ea+0.9DL: 0.98 0.77 0.58 N 1720 0 OK EQ+1.ODL: 1.06 0.69 058 N 1772 0 OK W + 0.6 DL: 108 057 0.58 N 1043 0 OK W + 10 DL: 1.35 0.40 0.S8 V 1357 246 OK DSA&OSHPDOnly. -..---..-.--.-..- 2OEQ+0.9DL: 0.21 1.54 0.58 N 8109 0 NG(3990) 2.OEQ+1.ODL: 0.36 1.39 058 N 5170 0 NG(>3990) If the basic Seismic load case is not in the kern OSHPD & DSA require an additional stability load case _where the seismic overturning moment is doubled and compared to twice allowable bearing pressure. = 0.90 for seismic f = 0.60 for wind Height to Head = 30 ft (from ground) Area of head = 2.00 Least Dimension of Head = 0.50 ft Round or Square Pole? S (R / 5) Pole Size (diameter or side)= 6 in side Concrete Base Height = 0.50 ft (from ground) Base Diameter= 2.00 ft Bar Size = 6 Allowable Lateral Bearing = 550 psf (double I Increase manually If allowed) Total Moment = 4079.1 ft-lb (ASD) Total Force = 238.1 lb (ASD) Avg Height to Load = 17.13 ft-lb (ASD) Constrained? N (Y/ N) Trial Depth = 3.25 ft (iterate until matches below) Iterated Depth = 3.20 ft Lcemt- \2/12fl I WISE MAN -1- ROHY I FLAG POLE FOOTING DESIGN FOR WIND ON LIGHT POLE I PROJECT: RAE Fusion Site U CT U RAt ENGINEERS July 2017 - 2015 IBC /2016 CBC I LOCATION: 6" tall base Version 1.00 I JOB NO: 20-008 2127/2020 14:18 Concrete Flag-Pole Footing for Light Pole - per IBC 2015 Section 1807.3.2 and ASCE 7-10 Chapter 29 USE: 24 inch diameter x 3'-3" deep drilled pier with 6 #6 (v) bars minimum (design by hand for actual moment) Wind Forces: (ASCE 710 Section 29.5) Exposure = C K,, = 1.00 l( = 0.98 V= 96 G= 0.85 Light Head: Pole: Base: 0.85 Table 26.6-1 0.90 Table 26.6-1 0.95 Table 26.64 q, = 0.00256 K1 K5, Kd V q, = 19.70 psf 20.86 psf 22.02 psf C1 = 2.00 Fig. 29.5-1 1.20 Fig. 29.5-1 0.50 Fig. 29.5-1 F= q,GC,A1 F = 33.49 PSflLRFo) 21.27 PS(LRFO) 16.00 Of ILRFD) Wind Load = 20.09 PSf(AsD) 12.76 psf1450 9.60 psf 0 Area = 2.00 ft2 14.75 ft' 1.00 ft2 Force = 40.2 lb (MD) 188.3 lb (MD) 9.6. lb lAsol Height = 30.0 ft 15.3 ft 0.3 ft Moment = 1205.5 ft-lb (ASD) 2871.2 ft-lb (AID) 2.4 ft-lb (AID) Minimum Reinforcing = 2.26 in (0.50 percent per 2016 CBC §1810.3.9.4.2) Use 6 #6 bars Total Moment = 4117.6 ft-lb (ASD) Total Force = 263.7 . lb (ASD) Avg Height to Load = 15.61 ft-lb (ASD) Constrained? N (V/N) Trial Depth = 3.25 ft (iterate until matches below) Iterated Depth = 3.24 ft - - min, ,-. - - - - - - - - -, '- = - Lv emL_ U//2.1-3 I WISE MAN + ROHY FLAG POLE FOOTING DESIGN FOR WIND ON LIGHT POLE PROJECT: RAF Fusion Site I RUCTURAL ENGINEERS July 2017-2015 IBC /2O16CBC I LOCATION: 30" tall base Version 1.00 I JOB NO: 20-008 212712020 14:18 Concrete Flag-Pole Footing for Light Pole - per IBC 2015 Section 1807.3.2 and ASCE 7-10 Chapter 29 USE 24 Inch diameter x 3'-3" deep drilled pier with 6 #6 (v) bars minimum (design by hand for actual moment) Wind Forces: (ASCE 7-10 Section 29.5) Exposure = C K,, = 1.00 K, = 0.98 V= 96 G= 0.85 Light Head: Pole: Base: Kd = 0.85 Table 26.6-1 0.90 Table 26.6-1 0.95 Table 26.6-1 = 0.00256 K, K,, 'd 2 q,= 19.70 psf 20.86 psf 22.02 psf C= 2.00 Fig. 29.5-1 1.20 Fig. 29.5-1 0.50 Fig. 29.5-1 F= q,GCf A, F = 33.49 Psf 21.27 PS(LRFo) 16.00 P5f(LRFO) Wind Load = 20.09 psf1 01 12.76 psf 101 9.60 Of (oso) Area = 2.00 ft' 13.75 ft' 5.00 ft, Force = 40.2 lb (ASD) 175.5 lb (SD) 48.0 lb (Asop Height= 30.0 ft . 16.3 ft 1.3 ft Moment = 1205.5 ft-lb lASD) 2852.0 ft-lb (ASDI 60.0 ft-lb (ASO) Height to Head = 30 ft (from ground) Area of head = 2.00 ft2 Least Dimension of Head = 0.50 ft Round or Square Pole? S (R / 5) Pole Size (diameter or slde)= 6 in side Concrete Base Height = 2.50 ft (from ground) Base Diameter = 2.00 ft Bar Size = 6 Allowable Lateral Bearing = 550 psf (double / Increase manually If allowed) Minimum Reinforcing = .2.26 in2 (0.56 percent per 2016 CBC §1810.3.9.4.2) Use 6 #6 bars - ------ July 8, 2019 Andrew R. Tarango Senior Project Manager SCA Architecture 13280 Evening Cree Drive South, Suite 125 San Diego, California 92128 RE: Asbestos Testing - Commercial Building 1950 Camino Vida Roble, Carlsbad, California 92008-6505 Drywall/Joint Compound, Floor Glue and Ceiling Tile Dear Mr. Tarango; This report documents the laboratory analytical results of the Asbestos PLM sampling conducted by AHERA Certified Building Inspector, Mason Riley, working under the direction of Bond L. McCowan, Sr. CAC. The thirteen (13) samples of drywall/joint compound, floor glue and ceiling tile were collected on July 1, 2019, and submitted to Analytical Services in Rancho Cucamonga, California, for processing. A total of twenty (20) samples-were analyzed, including all layers. The laboratory analytical results of the samples indicate ij.Asbestos Containing Materials (ACM) were detected. Should you have any questions after reviewing the conclusions and recommendations contained within this rep0r1 please do not hesitate to contact the undersigned at (800) 511-6364. ECS Environmental, Inc. remains available to assist you in any way possible. Sincerely, ECS Environmental, Inc. Bond L. McCowan, Sr. California Certified Asbestos Consultant Attachments: Table 1 Laboratory Analytical Results Chain of Custody Field Sketch Inspector Certification 4876 SANTA MONICA AVE, SUITE 172 SAN DIEGO, CA 92107 (0)1-800-511-6364 (F) 480-719-4465 WWW.ECS-ENVIRONMENTAISERVICES.COM TABLE 1 Asbestos Results 1950 Camino Vida Roble Carlsbad, California 92008-6505 July 1, 2019 Area Tested Type of Material Sample Sample Quantity Sample Description ' Condition PLM Percent Number (s) Locations Results Interior Drywall and Joint 001 Area #1 N/A Joint Compound (White) Good ND 0% Compound . Drywall (White) ND 0% Interior Drywall and Joint 002 Area #5 N/A Joint Compound (White) Good ND 0% Compound Drywall (White) NI) 0% Interior Drywall and Joint 003 Area #3 N/A Joint Compound (White) Good ND 0% Compound Drywall (White) ND 0% Interior Drywall and Joint 004 Area #2 N/A Joint Compound (White) Good ND 0% Compound Drywall (White) ND. . 0% Interior Drywall and Joint 005 Area #6 N/A Joint Compound. (White) Good ND 0% Compound Drywall (White) ND 0% Interior Drywall and Joint 006 Area #4 N/A Joint Compound (White) Good ND 0% Compound Drywall (White) ND 0% Interior Drywall and Joint 007 Area #2 N/A Joint Compound (White) Good ND 0% Compound Drywall ()White) ND 0% Interior Floor Glue 008 Area #2 N/A Floor Glue (Yellow) Good ND 0% Interior Floor Glue 009 Area #1 N/A Floor Glue (Yellow) Good ND 0% Interior Floor Glue 010 Area #3 N/A Floor Glue (Yellow) Good ND 0% ND = None Detected CH=Chrysotile CR=Crocidolit A=Amosite N/A=Not Analyzed A/P=Assume Positive ***Contractor shall follow all OSHA regulations with samples less <1% - TABLE Asbestos Results 1950 Camino Vida Roble Carlsbad, California 92008-6505 July 1, 2019 Area Tested Type of Material Sample Number (s) Locations Quantity Sample Sample • Sample Description Condition PLM Results Percent Interior Ceiling Tile 011 Area #3 N/A Ceiling Tile (White) Good ND 0% Interior Ceiling Tile 012 Area #1 N/A Ceiling Tile (White) Good ND 0% Interior Ceiling Tile 013 Hallway N/A Ceiling Tile (White) Good ND 0% ND = None Detected CH=Chrysotile CR=Crocidolit A=Amosite N/A=Not Analyzed A/P=Assume Positive *.**contractor shall follow all OSHA regulations with samples less <1% An alytIcal Se rvices"' Client: Bond McCowan Report #: 0719028 ECS Environmental, Inc. Date of Receipt: 07/05/2019 4876 Santa Monica Avenue Report Date: 07/05/2019 San Diego Ca 92107 Date of Analysis: 07/05/2019 Project: 1950 CAMINO VIDA ROBLE, CARLSBAD CA Sample Material Client # Location Description Detection Composition 001 LAYER 1 None Detected Non-Fibrous Material 1000/0 Joint Compound, White, Non- homogeneous, Chalky, Non- Friable LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- Non-Fibrous Material 90% 'homogeneous, Chalky-Fibrous, Non-Friable 002 LAYER 1 None Detected Cellulose Fiber 1% Joint Compound, White, Non- Non-Fibrous Material 990/0 homogeneous, Chalky, Non- Friable .,.LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- , Non-Fibrous Material 90% homogeneous, Chalky-Fibrous, - 'Non-Friable 003 [AVER 1 None Detected Cellulose Fiber 1% Joint Compound, White, Non- Non-Fibrous Material 99% homogeneous, Chalky, Non- Friable LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- \ Non-Fibrous Material 90% homogeneous, Chalky-Fibrous, Non-Friable 004 LAYER 1 None Detected Cellulose Fiber 1% Joint Compound, White, Non- Non-Fibrous Material 99% homogeneous, Chalky, Non- Friable LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- Non-Fibrous Material 90% homogeneous, Chalky-Fibrous, Non-Friable ANALYTICAL SERVICES 10744 HILLBROOK AVE, BATON ROUGE, LOUISIANA 70810 Renort Number Phone: (321) 837-9837 Fax: (225) 478-9731 0719028 Page 1 of 3 NVLAP CODE 200670-0 Analytical Services Client: Bond McCowan Report #: 071028 ECS Environmental, Inc. Date of Receipt: 07/05/2019 4876 Santa Monica Avenue Report Date: 07/05/2019 San Diego Ca 92107 Date of Analysis: 07/05/2019 Project: 1950 CAIIINO VIDA ROBLE, CARLSBAD CA Sample Material Client # Location Description Detection Composition 005 LAYER 1 None Detected Non-Fibrous Material 100% Joint Compound, White, Non- homogeneous, Chalky, Non- Friable LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- Non-Fibrous Material 90% homogeneous, Chalky-Fibrous, Non-Friable 006 LAYER 1 None Detected Non-Fibrous Material 100% Joint Compound, White, Non- homogeneous, Chalky, Non- Friable LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- Non-Fibrous Material 90% homogeneous, Chalky-Fibrous, Non-Friable 007 LAYER 1 None Detected Non-Fibrous Material 1000/0 Joint Compound, White, Non- homogeneous, Chalky, Non- Friable LAYER 2 None Detected Cellulose Fiber 10% Drywall, White, Non- Non-Fibrous Material 90% homogeneous, Chalky-Fibrous, Non-Friable 008 Floor Glue, Yellow, Non- None Detected Non-Fibrous Material 1000/0 homogeneous, Resinous, Non- Friable 009 Floor Glue, Yellow, Non- None Detected Non-Fibrous Material 100% homogeneous, Resinous, Non- Friable ANALYTICAL SERVICES Report Number 20744 HILLBROOK A yE, BA TON ROUGE, LOUISIANA 70810 0719028 Phone: '(321) 837-9837 Fax: (225) 478-9731 Page 2 of 3 NVLAP CODE 200670-0 Analytical Services"" Client: Bond McCowan Report #: 0719028 ECS Environmental, Inc. Date of Receipt: 07/05/2019 4876 Santa Monica Avenue Report Date: 07/05/2019 San Diego Ca 92107 Date of Analysis: 07/05/2019 Project: 1950 CAMINO VIDA ROBLE, CARLSBAD CA Sample Material Client # Location Description Detection Composition 010 Floor Glue, Yellow, Non- None Detected Non-Fibrous Material 100% homogeneous, Resinous, Non- Friable 011 Ceiling Tile, White, Non- None Detected Cellulose Fiber 30% homogeneous, Fibrous, Friable Mineral Wool 40% Non-Fibrous Material 30% 012 - Ceiling Tile, White, Non- None Detected Cellulose Fiber 30% homogeneous, Fibrous, Friable Mineral Wool 40% Non-Fibrous Material 30% 013 Ceiling Tile, White, Non- None Detected Cellulose Fiber 30% - - homogeneous, Fibrous, Friable Mineral Wool 40% Non-Fibrous Material 30% ASBESTOS TYPES: ChrysotUe, Crocidolite, Anthophylilte, Tremollte, Amosite, Actinoilte The samples listed above were suspect of containingasbestos. A result of 'Non Detect means a thorough search using appropriate techniques was conducted and no type of asbestos was discovered. Samples submitted to this facility will be disposed of unless the client requests the samples be returned. Reports will be archived for a period of no more than 3 years. The analysis performed is in accordance with EPA 6001M4-82-020 and EPA 600/R-93/116. Test results apply only to the samples submitted. Ills not our policy to distribute the customer's information without the written consent of the customer. The test report shall not be reproduced except in full, without the written approval of the laboratory. This report may not be used by the above client to claim product certification, approval or endorsement by NIST. National Voluntary Laboratory Accreditation Program or the Federal Government. Shawn Kearney Angela Kearney Laboratory Director / Analyst President ANALYTICAL SERVICES - ReDort Number 10744 HILLBROOK AVE, BATON ROUGE, LOUISIANA 70810 0719028 Phone: (321) 837-9837 Fax: (225) 478-9731 Page 3 of 3 NVLAP CODE 200670-0 CHAIN OF CUSTODY Analytical Services. 2856 E Via Terrano Ontario CA 91764 Phone (321) 837-9837 Fax (225) 478-9731 Company Name: ECS Environmental, Inc. - Send Results Via: 4876 Santa Monica Avenue #172 San Diego, CA 92107 Fax Contact: Bond licCowan I Jim Begin Phone I Fax#: 800-511-63641480-719-4465 Email: info@ecs-environmentalservices.com FEDEX: 295735198 Tynaround Time: Type Of Analysis: sqij( iF Analysis instructions: Orr ~ALLLGYG~rs RUSH 24 Hour 20ay 1$ 3Day 5Day i" (Pointtou'nZi 0'0'0 P1841 0 Pte]) Composite Samples Po Vermiculite Attic Insulation (EPAl6OOIR.04004) Disposal Instructions: Return to Client (At Clients Expense) Dispose of at GIC SpecialInstructions: PCM Payment terms are Net 30 Days -s - Project Name- Name: ) i' L. X'd\ \hL 1& Project #: P0 - GIC Sample Client Sample Location and Type of Material - Date & Time Samples PCM Info: Number Number -or- Sampled Accepted? TOTAL SS#, Name, and Location 4PCM) V or N ON OFF FLOW VOL 7,Vi' ______ - \AVA CQ\.tj Q, Sample Collector 1\ Relinquished By, _Daternme: '1f7 Relinquished By:. oatelflme:L Received By: - Date/Time: - III! ¶ ¶ ¶ t ¶...$P rQ ills 13 r cu- I T ' • t l r •r=- Sbo r ' CB 10, :?1r $ , lock. - -------- I 4,Q + o de IIh 0)) + I / Fsuu2+ 2 4 _L I _I' 1 lot ' r. A)26 d .. • - !OVERALL F ST FLOO1WEMOU1ON PLAN DEMoLmON LEGENDS DEMOLITION KEY NOTES: 2 x -- "-I I AItT - ow . a- SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORDID# PLAN CHECK#__________________ cc QUESTIONNAIRE BPDATE---L--.j Business Name Business Contact Telephone # RAF Pacifica Group fu•slon Jim Jacob (619) 9951107 Project Address City State Zip Code APN# 1950 Camino Vlda Roble Carlsbad CA 92008 212493-05,12 Mailing Address City State Zip Code Plan File# 315 S. Coast Hwy 101, SuIte U-12 Encinitas CA 92024 Project Contact Applicant E-mail Telephone # Andrew Tarango-SCA Architecture andrewt@sca-sd.com (858) 793-4777 The following questions represent the facility's activities, NOT the specific project description. Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. IT any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases S. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION IHMD): If the answer to any 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. FEES ARE REQUIRED Project Completion Date: 9/30/20 Expected Date of Occupancy: 9/30/20 0 CalARP Exempt YES NO (for new construction or remodeling projects) 1 0 U Is your business listed on the reverse side of this form? (check all that apply). Date Initials 0 U Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 U Will your business store or handle Hazardous Substances In quantities greater than or equal to 55 gallons. 500 0 CalARP Required pounds and/or 200 cubic feet? I 0 U Will your business store or handle carcinogens/reproductive toxins In any quantity? Date initials -0 • Will your business use an existing or install an underground storage tank? 0 U Will your business store or handle Regulated Substances (CalARP)? 0 CalARP Complete 0 U Will your business use or Install a Hazardous Waste Tank System (Tide 22, Article 10)? S. 0 • Will your business store petroleum In tanks or containers at yàur facility with a total facility storage capacity equal to Date Initials or greater than 1,320 gallons? (California's Aboveground _Petroleum _Storage Act). I PART iii: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 accdcomo(lsdcountv.ca.00v (858) 586-2650). NO stamp required if QI Yes od 03 Yes Md 04-06 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.commerclai use; deliberate bums; residences forming part of a larger project. rExcludes garages & small outbuildings.] YES NO U 0 Will the project disturb 160 square feet or more of existing building materials? 0 U Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 21S YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 U Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.orgtinfoMacts/permits.pdf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school Briefly describe business activities: Briefly describe proposed project: Office 7,635 s.f interior tenant Improvement demolition I declare under penalty of perjury that to the best of my knowledge and belief ifie responses made herein are true and correct. Norman Barrett 3/ 17 /2020 Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_________________________________________________________________ BY: DATE:_J__________ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR occu*xcv COUNTY-HMD' APCD COUNTY-HMO APCD COUNTY-HMD APCD A stamp in this box only, exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 06/23/2020 Business Name RAF Pacifica Group fus-ion Street Address 1950 Camino Vida Roble, Carlsbad, CA Email Address jim@rafpg.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (if known): Brief description of business activities General office, manufacturing, asser 'duction /Manufacturing Operations): and warehouse for manufacturer and seller of medical devices. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): None. Estimated volume of industrial wastewater to be discharged (gal/ day): N/A List hazardous wastes generated (type! volume): N/A Date operation began/or will begin at this location: Q4 2020 Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact Jim Jacob Title Director of Development Signature 5 _- Phone No.619-995-1107 ENCINA WASTEWATER AVJTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 (city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. 4 Details on CAP ordinance requirements are available on the city's website. Project Name/Building Permit No.: BP No.: Property AddresslAPN: 1950 Camino Vida Roble 212-093-05,12 Applicant Name/Co.: Norman Barrett, SCA Architecture Applicant Address: 13280 Evening Creek Drive, Ste. 125 Contact Phone: (858) 793-4777 Contact Email: normanb@sca-sd.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Date: 03-16-2020 B-50 Page 1 of 3 Revised 04/19 C`cit y of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form Patio I • Decks I • PME (w/o pane! upgrade) I • Pool 4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. 4 Details on CAP ordinance requirements are available on the city's website. 4 A CAP Building Plan template (form 6-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application weboape and download the latest form. Application Information Project Name/Building Permit No.: BP No.: Property Address/APN: 1950 Camino Vida Roble, Carlsbad, CA APN: 212-093-05 and 212.093-12 Applicant Name/Co.: Norman Barrett, SCA Architecture do RAF Pacifica Group Applicant Address: 13280 Evening Creek Drive, Suite 125 San Diego, CA 92128 Contact Phone: (858) 793-4777 Contact Email: normanb@sca-sd.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Applicant Signature: 3ct Phone: 3ct Email: Date: 03-16-2020 B-50 Page 1 of 6 Revised 08119 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, ch Building Permit Valuation work-qhaai Building Permit Valuation (BPV) Lfrom workshe $______________ Construction Type Complete Section(s) Notes: A high-rise residential building is 4 or more stories, including a F1 Residential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 0 New construction IB,2B, 2A. 3A, A 38,4A 0 Additions and alterations: BPV < $60,000 N/A N/A All residential additions and alterations BPV 2: $60,000 4A 4A 1-2 family dwellings and townhouses with attached garages Electrical service panel upgrade only only Multi-family dwellings only where interior finishes are removed BPV k $200,000 IA, 4A* IB, 4A* and significant site work and upgrades to structural and I mechanical, electrical, and/or plumbing systems are proposed Nonresidential 0 New construction IB, 2B, 3B, 4B and 5 Alterations: BPV 2t $200,000 or additions 2t 1,000 lB 5 square feet BPV 2t $1,000,000 IB, 2B, 5 Building alterations of a 75% existing gross floor area 2! 2,000 sq. ft. new roof addition 2B, 5 1 also applies if BPV 2: $200,000 CAP Ordinance Compliance Checklist Item Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Munidpal Code (CMC) sections 18.21.155 and 18.30.190, and the Califomia Green Building Standards Code (CALGreen) for more information when completing this section. A. 0 Residential addition or alteration? $60,000 building permit valuation. 0 N/A__________________________ See CMC section 18.30.190. 0 Exception: Home energy score? 7 (attach certification) Year Built Single-family Requirements Multi1amily Requirements Before 1978 Select one: Duct sealing 0 Attic insulation 0 Cool roof 0 Attic insulation 1978 and later Select one: Lighting package 0 Water heating Package D Between 1978 and 1991 Select one: 0 Duct sealing 0 Attic insulation 0 Cool roof 1992 and later Select one: 0 Lighting package 0 Water heating package B. U Nonresidential* new construction or alterations? $200,000 building permit valuation, or additions? 1,000 square feet 0 N/A__________________________ Updated 9/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division A5.2 - Energy Efficiency. A5.203.1.1 choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seal doors 0.3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) U N/A___________________ O A Daylight design PAR 03 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: 0.95 Energy budget 0.90 Energy budget 0 N/A___________________________ A5211.1" 0 on-site renewable energy 0 N/A____________________ A5211.3" 0 Green power (d offered by local uthy provider, 5076 minimum renewable sources) 0 N/A___________________ A5212.1 Elevators and escalators 0 N/A__________________ A5213.1 Steel framing U N/A__________________ * includes hotelsThotels and high-rise residential buildings "For alterations 2! $1,000,000 BPV and affecting >75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems 0 Residential new construction (for low-rise residential building permit applications submitted after 111I20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) Hlgh.dse residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (hlgh.dse residential) or 18.30.170(B) (low.rlse residential), Increase system size by .3kWdc If PV offset option Is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdc* Exception Total System Size: Wi/dc kWdc = (CFAx.572) /1,000 + (1.15 x#d.u.) *Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. • Nonresidential new construction or alterations 41,000,000 BPV and affecting 65% existing floor area, or addition that Increases roof area by 4000 square feet Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to h1gh4155 residential and hotellmotel buildings. Choose one of the following methods: Gross Floor Area (GFA) Method GFk 121,541 s.f. Min. System Size: 1,824 kWdc If < 10,000s.f. Enter 5 kWdc If 2! 10,000s.f. calculate: 15 kWdc x (GFNI 0,000) Round building size factor to nearest tenth, and round system size to nearest whole number. Time- Dependent Valuation Method Updated 8/15/2019 CitJ of Carlsbad Climate Action Plan Consistency Checklist Annual MV Energy use: x.80= Mm. system size: kWdc Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A 0 Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. 0 For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) O Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher O Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors 0 Exception: 0 For systems serving multiple dwelling units, install a central water-heating system with all of the following: O Gas or propane water heating system Recirculation system per CMC 18.30.150(B) (high-rise residential, hotel/motel) or CMC 18.30.170(B) (low- rise residential) O Solar water heating system that is either: .20 solar savings fraction O .15 solar savings fraction, plus drain water heat recovery 0 Exception: t 1 0 Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. 0 Water heating system derives at least 40% of its energy from one of the following (attach documentation): 0 Solar-thermal 0 Photovoltaics 0 Recovered energy O Water heating system is (choose one): O Heat pump water heater Electric resistance water heater(s) OSolar water heating system with .40 solar savings fraction O Exception: Updated 8/15/2019 4 Ciiy of Carlsbad Climate Action Plan Consistency Checklist 1 4. Electric Vehicle Charging A 0 Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE Ready parking space required 0 Exception:______________________________ 0 Multi-family residential: 0 Exception:______________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready lnstalie—d-----T Total Calculations: Total EVSE spaces =.10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.60 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be Capable, Ready' or installed.") *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building pemift valuation 2! $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation k $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. 0 Nonresidential new construction (Includes hotelslmotels) 0 Exception:_____________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total 467 47 nla nla 47 Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1025 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 8/15/2019 City of Carlsbad Climate Action Plan Consistency Checklist 5. I Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (1DM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a MM plan. If MM is applicable to your permit, staff will contact the applicant to develop a site-specific MM plan based on the permit details. Employee ADT Estimation for Various Commercial Uses Office (811)2 20 13 Restaurant 11 11 Retails 8 4.5 Industrial - 4 3.5 Manufacturing 4 3 Wrhni iinn 4 1 i Unless otherwise noted, rates estimated from ITE Trip Generation Manual, lOthEdition 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/1000 x 20 = 409 Employee ADT Retail: 9,334 sf First 1,000 sf= 8ADT 9,334sf- 1,000 sf= 8,334 sf (8,334 sf/1,000 x 4.5) + 8 =46 Employee ADT Acknowledgment I acknowledge that the plans submitted may be subject to the City of Cedsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a MM plan and understand that an approved MM plan is a condition of permit issuance. Applicant Signature: Date: 03172020 Person other than Applicant to be contacted for TDM compliance (If applicable): Name (Punted): Jim Jacob Phone Number 858-793-4777 Email Address: jimcrafpacificagroup.com Updated 8/15/2019 6 (Jity of Carlsbad CONSTRUCTION WASTE MANAGEMENT PLAN B-59 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Many of the materials generated from your project can be recycled. You are required to list materials that will be reused, recycled or disposed from your project. If you have questions about the recycling requirement or completing this form, please contact Waste Management at (760) 929-9400, a certified C&D recycler, or the Carlsbad Building Division at (760) 602-2700. Please note: Unless you are self-hauling, Waste Management or approved haulers must be used for all construction projects within the City of Carlsbad. PART 1 Complete and submit this form when applying for a Building Permit. Note: Permits will not be issued without a completed Construction Waste Management Plan. Appli ca n t I nformation Permit No. Project Title RAF fu.sion for Alphatec Spine Project Address1950 Camino Vida Roble, Carlsbad, CA 92008 APN Owner Contractor Architect Applicant Name Barrett, Norman 0 0 • Last First Applicant Address 13280 Evening Creek Drive, Ste. 125, San Diego, CA 92128 212-093-05,12 Other 0 Phone 858 1 7934777 E-mail Address normanb@sca-sd.com Applicant Mailing Address (if different than project address) Project Type Residential Commercial Public Building md rial (check all that apply): 1:1 1 THE PROJECT CONSIST OF A NEW OUTDOOR AMENITY AREA PROPOSED OVER AN EXISTING DRIVE-AISLE AND PORTION OF TWC Brief Description PARKING LOTS SERVING AN INDUSTRIAL OFFICE BUILDING AT 1950 CAMINO VIDA ROBLE. THE PROJECT SITE IS APPROXIMATELY 10.93 ACRES AND IS CURRENTLY DEVELOPED WITH A TWO-STORY INDUSTRIAL OFFICE BUILDING AND Project Size PARKING LOT.. Estimated Cost of Project $______________________________________ (square footage) Approx. 476,110 s.f. Please check the appropriate box: EJI plan on using WASTE MANAGEMENT roll-off bin(s) for all materials and will provide all receipts after construction. I plan on self-hauling to a certified recycling facility and will provide all receipts after construction. ElThis is a proposed LEED certified project and I plan on separating materials on site in conjunction with WASTE MANAGEMENT. Acknowledgement: I certify under penalty of perjury un provided in and with this form pertains to construction a in PART 1, that I have reviewed the accuracy of the infol best of my knowledge and belief. Print NameNorman Barrett laws of jth Stat of California that the information )Iition 4e -is ge erated only from the project listed and tht he rmation is true and correct to the ,iA DateiL/Dlr Page 1 of 4 Rev. 11/12/18 PART 1 Complete, obtain signature, and submit this form when applying for a Building Permit. Note: Permits will (cont'd) not be issued without a completed Construction Waste Management Plan. DEBRIS RECYCLING ESTIMATE: _____ Permit No. Project Title RAF fu.sion for Atec ct Address 1950 Camino Vida Roble, Carlsbad, CA 92008 APN 212-093-05,12 7Applicant NameTarango, Andrew Phone ( 858) 793-4777 Last First Complete the following table with estimated waste tonnage to be generated by your project. "Thiss your plan for construction waste.rnanagement. Changes can be made on the final recycle report. Goal:the diversion rate shall be 65% by weights of debris. ___________ A B C Material Type Estimated Waste Quantity Place a (1) check next to items to be Place a (1) check next to items to be Place a (V) check next to items to be (tons) reused or salvaged recycled disposed at landfill Complete this line of the table only If only using WASTE MANAGEMENT roll-off bins. Mixed C&D Debris Asphalt & Concrete Brick /Masonry / Tile Mixed Inert Debris Cabinets, Doors, Fixtures, Windows (circle all that apply) Carpet Carpet Padding / Foam Cardboard Ceiling Tile (acoustic) Drywall (used, new, scrap) Landscape Debris (brush, trees, stumps, etc.) No dirt. Unpainted Wood & Pallets Roofing Materials Scrap Metal Stucco Other: TOTAL OEM To meet 65% Diversion Requirement (estimate) x 0.65 = tons Total Estimated Waste from above Minimum Required Diversion Contractor/Owner Signature Date ____ Page 2 of 4 Rev. 11/12/18 PART 2 Complete before final inspection, obtain WASTE MANAGEMENT signature, and return with receipts prior to final building approval. DEBRIS RECYCLING REPORT (ACTUAL): Acknowledgement I certify under penalty of perjury under the laws of the State of California that the information provided in and with this form pertains to construction and demolition debris generated only from the project listed in PART 1, that I have reviewed the accuracy of the information, and that the information is true and correct to the best of my knowledge and belief. Permit No. Print Name RAF fu.sion for Atec Address 1950 Camino Vida Roble, Carlsbad, CA 92008 Date this Final Log below to track loads of materials as they leave the job site. 7ndicateF Use ©©SAVE RECEIPTS©© L quantities in for each material and save receipts and documents from facilities where material is taken. ional Project Log pages are available if necessary. Use City Conversion Table to convert volume to tons. A B C Date Material Type VP Actual Amt Reused or Actual Amt Recycled Actual Amt Disposed In Destination Facility (Name, Address, Phone) Salvaged Landfill Example: Palomar Transfer Station, 5960 El 01/05/2018 Concrete (broken) 5 tons Camino Real —(760) 603-0153 OTOTAL I1lr.10I ~ 65% Diversion Rate Achieved I = % 15 65%0 Total of columns A + B Total of columns A + B + C DIVERSION Contractor/Owner Signature Date - Attach the following documentation to this Report: Return completed form and documentation to: Original recycling weight tickets, landfill weight tickets City of Carlsbad Original donation receipts with photos and/or itemized descriptions Building Division (1st Floor) Any other relevant information to support Recycling Report 1635 Faraday Avenue Carlsbad, CA 92008 Page 3 of 4 Rev. 11/12/18 Conversion Table for Common Construction Waste This document is Informational only. It is here to help you convert truckload quantities to tons, if necessary. Column A Column B Category Material Volume Tons/Unit Mixed Debris Construction cy x 0.18 = Demolition cy x 1.19 = Asphalt/Concrete Asphalt (broken) cy x 0.70 = Concrete (broken) cv x 1.20 = Concrete (solid slab) cy x 1.30 = Brick/Masonry/Tile Brick (broken) cy x 0.70 = Brick (whole, palletized) cy X 1.51 = Masonry brick (broken) cy x 0.60 = Tile sq ft x 0.00175 = Building Materials (cabinets, doors, windows, etc.) cy X 0.15 = Cardboard (flat) cy x 0.05 = Carpet By square foot sq ft x 0.0005 = By cubic yard cy X 0.30 = Carpet Padding/Foam sq ft X 0.000125 = Ceiling Tiles Whole (palletized) cy X 0.0003 = Loose cy x 0.09 = Drywall (new or used) 1/2" (by square foot) sq ft X 0.0008 = 5/8" (by square foot) sq ft X 0.00105 = Demo/used (by cu. yd.) cy X 0.25 = Landscape Debris (brush, trees, etc.) cy X 0.15 = Asphalt Composition Shingles, asphalt Shingle cy x 0.22 = Unpainted Wood/Pallets By board foot bd ft x 0.001375 = By cubic yard cy x 0.15 = Trash/Garbage cy X 0.18 = Other (estimated weight) cy x estimate = cy x estimate = cy X estimate = cy X estimate = Total all Column C Tons Page 4 of 4 Rev. 11/12/18