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Home My WebLink About2508 GATEWAY RD; ; PCR16021; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-08-2016 Plan Check Revision Permit No:PCR16021 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2508 GATEWAY RD CBAD PCR 2132612300 Lot#: 0 Valuation: $0.00 Construction Type: NEW Reference #: PC#: ~j'5"Q8S0 Project Title: Applicant: MILOS MAKARIC STE 125 VIASAT: ADD ROOF SCREEN PARTIAL SET 13280 EVENING CREEK DRS SAN DIEGO CA 92128-4696 858-793-4 777 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Owner: Total Fees: $362.50 Total Payments To Date: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: $362.50 $0.00 $0.00 $362.50 Balance Due: FINAL APPROVAL Inspector: Date: Clearance: ISSUED 02/08/2016 SLE 07/08/2016 07/08/2016 $0.00 NOTICE Please take NOTICE that approval of your prqect includes the "lrrpa:;ition" of fees, dedications, reservations, or other exactions hereafter oollectively referred to as ''fees/exactions." You have 00 days from the date this pemit was issued to protest irrposition of these fees/exactions. If you protest them, you JTUSt follow the protest procedures set forth in C?overnrrent Code Section 66020(a), and file the protest and any other required information wth the Oty Manager for processing in a=rdance wth Carlsbad Munidpal Code Section 3.32.030. Failure to tirrely follow that procedure wll bar any subsequent legal action to attack, review, set aside, void, or annul their irrpa:;ition. You are hereby FURTI-iER NOTIFIED that your right to protest the spedfied fees/exactions DOES Nor APPLY to water and sewer oonnection fees and capadty changes, nor planning, zoning, grading or other simlar application processing or service fees in oonnection wth this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been oiven a NOTICE sirrilar to this or as to which the statute of I irritations has oreviouslv othenMse exoired. Cicyof Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ~ ILQ.O 2..1 Project Address 2508 Gateway Road Original Plan Check No. CB 15-0850 Date 2/5/16 Contact Milos Makaric Ph 858.793.4777 Fax 858.793.4787 Email milosm@sca-sd.com Contact Address 13280 Evening Creek Drive South, #125 City San Diego Zip 92128 General Scope of Work Added Roof Screen Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: 0 Plans 0 Calculations D Soils D Energy D Other 2. 3. 4. Describe revisions in detail List page(s) where List revised sheets each revision is that replace shown existing sheets See attached 5. Does this revision, in any way, alter the exterior of the project? 0 Yes 0No 6. Does this revision add ANY new floor area(s)? D Yes 0 No 7. Does this revision affect any fire related issues? DYes 0No 8. Is this a complez~-0 Yes 0 No ~Signature ~ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 7 60-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In <Partnership witfz government for (]Juirding Safety DATE: FEB. 12, 2016 r:J APPLICANT riv1CJRIS. JURISDICTION: CARLSBAD D PLAN REVIEWER D FILE PLAN CHECK NO.: 15-0850 (REV. #2)-PCR #16-021 ___ SET: I PROJECT ADDRESS: 2508 GATEWAY ROAD PROJECT NAME: VIA SAT BUILDING #11 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ 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. D The'plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: MILOS MAKARIC ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacte(}.-MILOS Telephone#: 858-793-4777 Date contacted: (by\Jf') Email: milosm@sca-sd.com ~~ b) Mail Telephone Fax In Person -r::B REMARKS: On detaii6/S5.3, revise detail ![/S5.3 to 12/S5.3. *[Miscellaneous revisions on plans. Selected Sheets are affected & partial sets with updated calculations are submitted for review & approval]. By: ALI SADRE, S. E. Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 2/9 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In Q!artnersliip witli qovernment for (]3ui{aing Safety DATE: FEB. 12, 2016 4J APPLICANT OJ.....:(URIS. JURISDICTION: CARLSBAD r.:J PLAN REVIEWER r.:J FILE PLAN CHECK NO.: 15-0850 (REV. #2) -PCR #16-021 ___ SET: I PROJECT ADDRESS: 2508 GATEWAY ROAD PROJECT NAME: VIA SAT BUILDING #11 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. i2S] 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: MILOS MAKARIC i2S] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contactect:-MILOS Telephone#: 858-793-4777 Date contacted: (byW) Email: milosm@sca-sd.com Mail Telephone Fax In Person ~ REMARKS: On detail 6/S5.3, revise detaii1_/S5.3 to 12/S5.3. *[Miscellaneous revisions on plans. Selected Sheets are affected & partial sets with updated calculations are submitted for review & approval]. By: ALI SADRE, S.E. Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 2/9 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 t; CARLSBAD 15-0850 (REV. #2) -PCR #16-021 FEB. 12,2016 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD #2) -PCR #16-021 PLAN CHECK NO.: 15-0850 (REV. PREPARED BY: ALI SADRE, S.E. DATE: FEB. 12, 2016 BUILDING ADDRESS: 2508 GATEWAY ROAD BUILDING OCCUPANCY: B/F-1; 111-B/SPR. BUILDING AREA Valuation PORTION (Sq. Ft) Multiplier plan revisions along with updated calc's. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance •j Plan Check Fee by Ordinance Type of Review: D Complete Review D Repetitive Fee ~Repeats * Based on hourly rate Comments: o Other 0 Hourly EsGil Fee Reg. VALUE Mod. o Structural Only t-----2-.5--11 Hrs. @ • $116.00_ ($) $362.501 $290.001 Sheet 1 of 1 macvalue.doc + Via Sat Building #11 Shell Plan Change Submittal Project Address: 2508 Gateway Road Original Plan Check No. CB15-0850 Delta #8 Noted as Field Bulletin #007 dated 2/5/2016 No. Description of Change ARCHITECURAL 1 -Added roof screen -Added key notes #18 & 19 2 -Added roof screen -Added keynotes #29 & 30 3 -Added roof screen -Added key notes #26 & 27 4 Added roof screen details# 14, 15 & 17 STRUCTURAL 5 Added roof screen 6 Added roof screen framing details Prepared by: Milos Makaric Project Architect Date: 2-8-2016 Sheet Number(s) A4 A5&A6 A7 AD4 S2.3 S5.3 «~> ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.r<ov DATE: 2/9/16 PROJECT NAME: ViaSat Building 11 Tl's PROJECT ID: SUP 13-03 PLAN CHECK NO: PCR 16-021 SET#: 1 ADDRESS: 2508 Gateway Road APN: 213-261-20,21,22,23 ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Greg Fisher A Final Inspection lby the Planning Division is required DYes [8] No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Ch ris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D Dominic Fieri 760-602-4664 ~ Greg Fisher 760-602-4629 Dominic.Fieri@carlsbadca.gov Remarks: ~ « ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL B!J)(}., DATE: 02-09-2016 PROJECT NAME: Via Sat Building 11 Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www .ca rlsbadca .gov c~opy~ PROJECT ID: PLAN CHECK NO: PCR16021 SET#: I ADDRESS: 2508 Gateway Rd. APN: ~ This plan check review is complete and has been APPROVED by the Fire Division. By: R. Metz A Final Inspection by the Fire Division is required IZ! Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton D Kathleen Lawrence rg] Randy Metz 760-602-4624 760-602-27 41 760-602-4661 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Randy.Metz@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia. Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Page 1 ofl Carlsbad Fire Department Plan Review Requirements Category: PCR , Date of Report: 02-09-2016 Name: Address: MILOS MAKARIC STE 125 13280 EVENING CREEK DR S SAN DIEGO CA 92128-4696 Permit#: PCR16021 Job Name: Job Address: Conditions: VIASAT: ADD ROOF SCREEN 2508 GATEWAY RD CBAD Cond: CON0008735 R~ Reviewed by: -------,u"-· ... -+-· __ _ [NOT MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 9915 Mira Mesa Blvd. TEL (858) 536-5166 I ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS FOR VIASAT BUILDING 11 - DELTA 8 ROOF SCREENS CARLSBAD, CA FEBRUARY 3, 2016 W + R JOB #14-143.02 Suite 200 WRENGINEERS.COM fEB 0 8 20\6 San Diego, CA 92131 FAX. (8~~\~ OZJ 0h \ ~ n<i<.~ t'\ ?= -c) DAH __ _ SHEHNO. --- JOB NO.__.;.......~.--:.....:...::;...,;....;;;. __ Loads: BLC 2, Wind Results for LC 1, Dead + Wind Y-direction Reaction U111ts me k and k·ft .736K., • . l36k,, 8:1,, ~6.6 ViaS at B 11 -Roof Screen TECHNOLOGIES Company Designer Job Number Model Name Wiseman + Rohy Structural Engineers OM 14-143.02 ViaSat 811 -Roof Screen Joint Coordinates and Temperatures Feb 3, 2016 Checked RISA-20 Version 14.0.0 [\ ... \ ... \ ... \ ... \ ... \14-143.02 ViaSat Bldg #11 Roof Screen\ViaSat 811 Screen.r2d] Page 1 TECHNOLOGIES Company Designer Job Number Model Name Basic Load Cases Envelope Joint Reactions Wiseman + Rohy Structural Engineers OM 14-143.02 ViaSat 811 -Roof Screen Feb 3, 2016 Checked Enveloee Member Section Deflections RISA-20 Version 14.0.0 4-143.02 ViaSat Bldg #11 Roof Screen\ViaSat 81 i Screen.r2d] Page 2 TECHNOLOGIES Company Designer Job Number Model Name RISA-20 Version 14.0.0 Wiseman + Structural Engineers OM 14-143.02 ViaSat 811 -Roof Screen Feb 3, 2016 Checked By: __ 1 Roof Screen\ViaSat 811 Screen.r2d] Page 3 sand-lightweight concrete TABLE 3 • Factored Loads for Kwik Bolt TZ {KB~ TZ) Carbon Steel for installation on the of concrete~filled profile steel deck assemblies'•2·M DESIGN INFORMATION Loads according to Figure 3 Symbol Units Nominal Anchor Diameter (in.) 3/8 1/2 Effective embedment h.,, ln. 2 I 2 Minimum concrete thickness hm'"'"'"" in. 3-1/4 3-1/4 Critical edge distance c,.,,,,.,,,,,.,o in. 9 9 Minimum edge distance c, in. 3 4-1/2 Minimum spacing Sln)J!.cWck.!x:m· in. 4 6-1/2 Factored Tension Resistance, uncracked concreia ¢NP·'·''' !b 1.0755 1,4507 Factored Tension Resistance, uncracked concrete ¢N,,,e, ib 725f> 7708 Factored Shear Resistance, uncracked concrete9·m I ¢V,o,'""'r lb 1,562 1,562 Factored Shear Resistance, crackt3d concrete"·'' <PV,:p,a lb "!,106 1,106 Factored Shear Resistance, crack"ld concrete, seismic9·'1 I ¢V"''·'"·"' lb 830 830 Tension Test Load'3, cracked concrete N!ifst,lt!No.~: lb 910 965 Torque Test Load'3 I Tt,).:;! ft-lb 25 40 tnstalla!icn must comply with Figure 3 and instructions fer use provided the anchor packaging hex. 2 Applicable for anchors installed in 3· i /4 in •. ,; < 4 concrete cover on steel proiiie deck. For h""' ~ 4 in., refer to ESR·1 917, Tables 1 and 3. 3 Strength design capacities determined in accordance with ACl Sill Appendix D and ESR·1 9i 7. 4 Strengt'l design capacities based on conore!r.• compressive strength of 3,000 psi. The characteristic pullout resistance ior concrete strengths greater !han 3,000 psi may be Increased by muttiplying the value by (f ·• /3,000)''2• 5 Factored characteristic tension design resistance fer 3/S·in. anchors calculated by normalizing ~~ •. =from ESR·:l 9i 7, TABLE 3, to 3,000 psi concrete. N,·'"'""''"co is multiplied strength reduction phi factors 0.65 fer Category 1 and lambda factor 0.61or sand .. ligh!weight concrece. 6 Factored characteristic lBnsion design resistance lor 3/EHn. anchors calculated by normalizing N,." iram ESR-1917, TABLE 3, to 3,000 psi cc.r:crete. N._,,,,,, is multiplied by strength reduction phi factors 0.65 fer Cate~;ory seismic factor 0.75 and lambda factor 0.6 for sar.d·ilghtwelght concrete. 7 Concrete breakout controls for 1/2-inoh anchors. N, is celcula!ed using a lambda factor ot O.S. See ESR-191 7, Section 4.1.i2. N, is mu!liplied by strength reduction phi factor 0.65 for Catag<:Jrf 1. 13 Concrete breakout controls for 1/2·inch anchors. N, Is calculated using a lambda factor of O.EL See ESR-1,;}'1 ?, Section 4.1.12. is multiplied by strength reduction phi fact<x 0.65 for Category 1 and strength reduction phi factor 0. 75 for seismic. 9 Sh.;;ar is governed by prfO'.rt. See ESR-1 917, Si!cllcn 4.1.12 for lambda factor to calculate Nb. 10 Factored characteristic shear lead <tV,""'~" is calculated by multiplying the ohamcterisiic resistance times strength reduction phi factor oi 0.7 for Categcry i and lambda factor 0.6 ior sand-lightweight concrete. 11 Factored charactsriatlo shear lead !llV,,..", is calculated multiplying tr1e charac!etisiic resistance by strength reduction phi factor of 0. 7 fer Category 1 and lambda factor 0.6 for sand-lightweight concrete. 12 Factored characteristic shear load <tV..,."·''" is calculated by multiplying the charaotaristlc resistance by strer.gtl'l reduction phi factor ol 0.7 fer Category 1, 0.75 for seismic and lambda factor 0.6 for sand· lightweight concrete. I3 Test Leads according to 2010 California Building Code, Section 1916A7.2. Tl1e Tension Test load is 1.25 times the milxlmum design strength. ¢N,...~ was used as an example in this tabitr:L TI1e California BuHding Code aHows a torque test to be used 1t1St,-=ad of the tension test KB-TZ Supplement 2011 5 WISEtv\AN + ROHY Structural Engineers = = Design Loads = = Roof Loads ( 1 of 1) Typical Flat Roof: Material 4-ply Built-up Roofing Re-roof Backing Board 5" Foam Insulation 1.5" 20 Gage Metal Deck Suspended Gyp. Bd. Ceiling Sprinklers Mise, M&E Beams Girders Columns Partitions Total Deck 2.0 1.0 3.0 1.0 2.3 3.0 1.5 4.2 18.0 PROJECT: ViaSat LOCATION: JOB NO: 14-143 Beams Girders 2.0 2.0 l.O 1.0 3.0 3.0 1.0 1.0 2.3 2.3 3.0 3.0 1.5 1.5 4.2 4.2 ram ram ram 18.0 18.0 Live Loads: (Reducible) Roof Mechanical Well: Material Deck Beams Girders 4-ply Built-up Roofing 2.0 2.0 2.0 Re-roof 1.0 1.0 1.0 Deck concrete over-pour * 3.0 3.0 3 1/2" Normal Weight Concrete 54.4 54.4 54.4 2" 20 Gage Metal Deck 2.1 2.1 2.1 Suspended Ceiling 3.0 3.0 3.0 Sprinklers 1.5 1.5 1.5 Mise, M&E 3.0 3.0 3.0 WF Beams ram ram WF Girders ram Columns Partitions Equipment 20.0 20.0 Total 67.0 90.0 90.0 Live Loads: USE: 20 psf * in deck 43 ViaSat #l #11 Date: 2/3/2016 Seismic 2.0 1.0 3.0 1.0 2.3 2.0 1.5 5.2 1.0 1.5 0.5 5.0 26.0 psf 20 Seismic 2.0 1.0 3.0 54.4 2.1 2.0 1.5 2.5 1.0 1.0 0.5 5.0 15.0 91.0 psf Loads.xls