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HomeMy WebLinkAbout2827 WHIPTAIL LOOP; ; CBC2018-0622; PermitBuilding Permit Finaled C cityof Carlsbad Commercial Permit Print Dat e: 02/07/2024 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 Permit Type: BLDG-Commercial Work Class: Parcel #: 2091202600 Track#: Valuation: $718,905.07 Lot#: Occupancy Group: B / S-1 Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check #: Code Edition: Sprinkled: Project Title: Description: SPEC SUITE: 15,457 SF SHELL TO OFFICE T.I. Applicant: WARE MALCOMB ARCHITECTS ROBERT PARK 6363 GREENWICH DR, # 175 SAN DIEGO, CA 92122-5947 (858) 638-7277 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: RAF GROUP LOT 24 LLC 315 S COAST HWY, # U-12 ENCINITAS, CA 92024-3514 (858) 314-3116 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRES Occupancies< 50,000sq. ft. Tl GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REM ODEL PUBLIC FACILITIES FEES -inside CFO SB1473 GREEN BUILDING STATE STANDARDS FEE SEWER BENEFIT AREA FEES -E SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-COMMERCIAL TRAFFIC IMPACT Commercial-Indust rial w/in CFO Tenant Improvement Permit No: CBC2018-0622 Status: Closed -Finaled Applied: 11/07/2018 Issued: 01/24/2019 Finaled Close Out: 02/07/2024 Final Inspection: 02/06/2024 INSPECTOR: Krogh, Andy Collins, Michael Maldonado, Adalmira Renfro, Chris Storno, Luke Burnette, Paul Contractor: TFW CONSTRUCTION DEVELOPMENT INC PO BOX 220 DEL MAR, CA 92014-0220 (858) 759-1223 AMOUNT $2,694.00 $1,885.80 $242.00 $373.00 $175.00 $104.00 $124.00 $13,084.07 $29.00 $20,117.01 $5,289.60 $201.29 $26,448.00 Total Fees: $70,766.77 Total Payments To Date: $70,766.77 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 t he 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 t o protest the specified fees/exact ions 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 t he •atute of limitation has previously otherwise expired. 1ing Division Page 1 of 1 raday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov THE FOLLOWING ~PROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNiNG □ENGINEERING □BUILDING -□FIRE □HEALTH OHAZMAT/APCD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 7.60~602-8558 email: building@carlsbadca.gov , Plan Check No. {;J2j:__d()j Est. Va_lue Plan Ck. Dep~slt www.carlsbadca.gov Date CITY (Sec. 7031,5 Business· and Professions code: Nrf ·cI1y or coun1.)i which re~u·Ires a permit-to construct, alter, Improve, demolish o.r repair an~ structure, prior lO Its Issuance, also requires the applicant for such permit to fife a slimed statement that-he Is licensed pursuant to the provisiohs of the Contractor's Ucense Law !Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he Is exempttherefrlim, a'nd the basis.for the alleged exemption. Any violation of Section 7031.5 bY any applicant for a permit subjects the applicant to a. civil pe11altY. of /ll)t more than five ~undred dpllars. ($500)), . • . • . 1 . -: • • • • • • WORl<ERS ' COMPENSATION Workers' CcimpensaUon Declaratlcin: / hereby affirm under penalty of fJf/1/IIY one of the following declarations: D_1 have and will maintain a certificate of consentto self-Insure for workers' compensation as.provided by Section 3700 of ~e Labor Code, for the perform~nce·of 1he work for which this permit is Issued • . . [8'1 have and will maintain ~o(1!er,t ~9~~,n~-~~~~s-~~~l~}?t, M~.°,t~~(~,~{~e,Jg the_perfo"))~n~?.J ,th:_oo~ f~ V(~~-th'.\~lr,!\-.~1~%-~Y wor~~• compe~at'.~~ I {Yf~~<~~.~~1$l~ ': number are: Insurance co-; . .., , ·· '!,, t,-1-• • • ~~·'•" ·.~._~·:. .:,-·! ~;·-~t· ~-~-"'-,-~-··/·k ~~ Polley No:•~~ .. ~~~"·t • : •• , -., .. : ~ ~~~···'' Expu-abon Date.~· ' ~ ",J;. ~\::~, ·,i1'1, ~·:•\.~·.:,,, ~section need not'be complete<! Wthe permltls for one hundred dollars ($100) Qr less. ' • • • LJ Ceitlflcat, ol ~•ml]tlon: I C!lrtity:lhatln the performance of.the work for which tllls permit Is Issued, .1 shaB nol employ any person ii\ any ml!flner so as to become subject to the Workers' Compens,atiOn Laws Of Ca{~omia. WARNING: !'allure t.o secure worken1' co peniatlon cover Is unlawful, and shall subject an employer to crimlnil panaltles and clvll flne• up·to one hundred \housand dollars (&10Q,000}, In addition to the cost of CO!IIP811HUon, damages vldad for In S • 6 bor code, inte~t and attorney's fees. • ,/#S CONTRACTOR SIGNATURE I ~by am,m· that I am 8Xfl(rlpt ~ Coni(ai:for's Ucense Law for the fol/owing reason: .' ,. □ . 1; as owner of the property ~r. '11Y employee~ with wages~ the~ sole ~mpe115!1tion, will do the work and ~-structure Is not intended or offered for sale (Sec. 7044, Business and Professio~ Code: The Gontractor's Ucense Law does not-apply to an owner of property who builds or improves thereon, and who does such work hln\se~ or thro.ugh his own employees, provided that such 'improvements are·not Intended or offered tor sale. If, however,. the bulldlng or lmpro.ement Is sold within one year of completion, the owner-builder will have the burden ~fprovlng that he did not build or lmpro.e for 1he purpose of sale).·· IZ] I, as owner of the property, am exclusively CQntracting witti licensed contractors to construct the project (Sec. 7044, flusin8$$ and Professions Code: The Contractor's License Law does not apply to an owner of. property who builds or impro~;, the~~n,"i ijd contracts for such projects With contractor(s} licensed pursuant to the Contracto(s-Ucense Law}. • . 0 I am exempt under-Section~#:/ 'Ftl'J(ef~lBuslness a~ Professions Code for this reason: : • 1 1. I personaUy plan to provide the major,labor and materials for construction of the proposed property Improvement. O Yes Oo 2.1 (have·/ have not} signed an application for a bUilding permtt for the proposed oork. 3, I have contracted with the following person (firm} to prowle the proposed construction (include name address I phone/ contractors' license number): • 4.1 plan to prov~e portions of.the work, but I bave hired the following coordinate, supervise and provide the major work (Include name/ address/ phone/ contractors' license number): • 5. I will provide some of-the "1'()r11, but I have con\racled (hired ollowln . rsons· to provide the )Y()rll Indicated (k,clude name I address I phone· I type of work): • ~OPERlY OWNE~ SIGNATURE □AGENT DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is tlie applk:!W1t 01 tutlt8 bulldlng~pant required lo submtt a business~ acutely hazardous.materials ragistatlon ti:l!m or r1sk iTlalagemen•and pr8Y811tlon·program uilder sections 25505, 25533 or 25534 of lhe P.reslef-TannerHazardQusS~~tAci? •. • OYes lliNo • • . • • . . • Is tlie eppbn! or future buikflrig occupant:requlred:lo oblaln ii permit 1rom· the lw pollulion control clstrlct or air qullltty ~age·ment district'( . □. Yes lWNo • • • ls-the faciRty to be conslrµcled ~ 1,000feetof the O\ller-boondaly of a sdlool site? • 1:JYes l'ir'No . • • . • . • . . • If 1>N'f OF THE ANSWERS ARE YES, .A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE tSSUED UNLESS THE APPLICANT HAS MET OR IS ME~ THE REQUIREMENTS OF THE OFFICE Of . EMERGENCY SERVICES ANil i'HEAIR POI.WTION CONTROL DISTRICT. • • • • • ' •• • • • • • • • • . . . . . . . . • . . . . · I lllll1ltf111ati ~ ieadttie ~ arullateUllitu.; lllxMI ldoimallol! Is ~and that the 1~ 0!1~ plans ~acanile. 1.-~ aimplylliihal atJ ~ Md aaie _. relalln&IDWkl!W CXnll\l;tlon. • I llerel,/ dxlrlze~ otiie City.of Cnbad IDMlel'upoo Ile abc"'8 mer6lned ~u lnspedion purposes. I ALSO AGREE TO SAVE. ~ ANril<EEP HARMLESS llE crrv·a: CARLSBAD . A(l.6JN$T Ali I..IABIIJTIES; JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN Aftf WAY. Aeffi\JE AGAINST SAID CllY IN COOEOOEHCE Cf THE GRANTI~CF THIS PERMIT, • • ~ An ~ perini is reqind t,,,-~ns over 5'0' deep and demollon or~ of stiuclules over 3st>ries i1 height. . • •. • . EXP1RA,:ioo: E-.ey penritissued t¥ffll! 8Jiilg alee 1n1er~~ottis ~sllallllCIR b'f liinitab] and tieoome,.,. .rd IO!dlf lie t11.1:q rs wen dllrized b'f stdl penrit is rn ammenood within . 100 da,dan lie date of Slldl pelltli\ «I~if f\e _ . . a-,t,, _ ~ • by such perini Is·~ or abaoooned a any iine l!l'ler1h8 a is. 00111neua1d u a~ of 1~ days (Seclion 100.4.41.nbm Bl.tilg Cale) • . ~,! . , ,>.;_~•;,,..:I • • • •- ..@S'.APPLICAlfT'SSIGNAl\JRE '~-•' . DATE 11.06~201"8 Building Permit Inspection History Finaled {city of Carlsbad Permit Type: Work Class: Status: Scheduled Date 01/25/2019 01/28/2019 02/04/2019 PERMIT INSPECTION HISTORY for {CBC2018-0622) BLDG-Commercial Tenant Improvement Closed -Finaled Actual Inspection Type Start Date 01/25/2019 BLDG-21 Underground/Underflo orPlumblng Checklist Item Application Date: 11/07/2018 Issue Date: 01/24/2019 Expiration Date: 01/18/2024 IVR Number: 15235 Inspection No. Inspection Status 082218-2019 Failed COMMENTS Owner: RAF GROUP LOT 24 LLC Subdivision: CARLSBAD TCT NO 97-13-03 CB OAKS NOR Address: 2827 WHIPTAIL LOOP CARLSBAD, CA 92010 Primary Inspector Relnspection Inspection Chris Renfro Reinspection Incomplete Passed BLDG-Building Deficiency Underground waste lines not under test. Call for reinspection No 01 /28/2019 BLDG-21 Underground/Underflo orPlumblng 02/04/2019 BLDG-21 Underground/Underflo or Plumbing 082343-2019 082996-2019 Passed Andy Krogh Complete Passed Andy Krogh Complete 02/15/2019 02/15/2019 BLDG-84 Rough 083974-2019 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,34,4") Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS No restrooms, requires header details, ok to insulate interior and fire walls all but at headers and restrooms 02/21 /2019 02/21/2019 BLDG-84 Rough 084298-2019 Partial Pass Andy Krogh Combo(14,24,34,4") Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Restrooms combo walls ok Headers requires rfi or framing change 02/27/2019 02/27/2019 BLDG-17 Interior 084886-2019 Partial Pass Andy Krogh Lath/Drywall Wednesday, February 7, 2024 Passed No No No No No Relnspectlon Incomplete Passed Yes No Yes Yes No Relnspectlon Incomplete Page 1 of 6 PERMIT INSPECTION HISTORY for {CBC2018-0622) Application Date: 11/07/2018 Owner: RAF GROUP LOT 24 LLC Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 01/24/2019 Subdivision: CARLSBAD TCT NO 97-13-03 CB Status: Closed -Finaled Expiration Date: 01/18/2024 IVR Number: 15235 OAKS NOR Address: 2827 WHIPTAIL LOOP CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes BLDG-84 Rough 084760-2019 Partial Pass Andy Krogh Reinspection Incomplete Combo(14,24,3",4-4) Checklist Item COMMENTS Passed BLDG-Building Deficiency Restrooms combo walls ok Yes BLDG-14 Headers requires rfi or framing change No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 No Rough-Ducts-Dampers 03/06/2019 03/06/2019 BLDG-84 Rough 085297-2019 Partial Pass Andy Krogh Relnspectlon Incomplete Combo(14,24,3",4-4) Checklist Item COMMENTS Passed BLDG-Building Deficiency Restrooms combo walls ok , all combo ok , No but restroom hardlid areas BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 03/12/2019 03/12/2019 BLDG-84 Rough 085785-2019 Passed Andy Krogh Complete Combo(14,24,3",4-4) Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 03/26/2019 03/26/2019 BLDG-14 087008-2019 Passed Andy Krogh Complete Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Upper wall extensions for PCR including Yes drywall one side Wednesday, February 7, 2024 Page 2 of6 PERMIT INSPECTION HISTORY for (CBC2018-0622) Application Date: 11/07/2018 Owner: RAF GROUP LOT 24 LLC Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 01/24/2019 Subdivision: CARLSBAD TCT NO 97-13-03 CB Status: Closed -Finaled Expiration Date: 01/18/2024 IVR Number: 15235 OAKS NOR Address: 2827 WHIPTAIL LOOP CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspectlon Inspection Date Start Date Status 04/09/2019 04/09/2019 BLDG-85 T -Sar, Celling 088345-2019 Cancelled Andy Krogh Reinspection Incomplete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready, requires fire inspection No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 04/29/2019 04/29/2019 BLDG-18 Exterior 090266-2019 Failed Andy Krogh Re Inspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No contractor onsite No 04/30/2019 04/30/2019 BLDG-Electric Meter 090331-2019 Passed Andy Krogh Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Ste 300, contractor to resolve suite Yes numbering issues 05/09/2019 05/09/2019 BLDG-85 T -Bar, Celling 091247-2019 Passed Andy Krogh Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolling-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 12/04/2019 12/04/2019 BLDG-14 112617-2019 Failed Michael Collins Reinspection Incomplete Frame/Steel/Boltlng/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Need electrical installed No 12/18/2019 12/18/2019 BLDG-17 Interior 1142 .... -2019 Partial Pass Michael Collins Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Inside of Rm 150 only Yes BLDG-Building Deficiency As noted on card Yes Wednesday, February 7, 2024 Page 3 of 6 PERMIT INSPECTION HISTORY for (CBC2018-0622) Application Date: 11/07/2018 Owner: RAF GROUP LOT 24 LLC Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 01/24/2019 Subdivision: CARLSBAD TCT NO 97-13-03 CB Status: Closed -Finaled Expiration Date: 01/18/2024 IVR Number: 15235 OAKS NOR Address: 2827 WHIPT A IL LOOP CARLSBAD, CA 92010 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 12/20/2019 12/31/2019 01/02/2020 01/07/2020 01/09/2020 Status BLDG-84 Rough Combo(14,24,34,4-4) 114098-2019 Passed Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS Demising walls at Rm 150 only 12/20/2019 BLDG-17 Interior Lath/Drywall 114551-2019 Passed Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency COMMENTS Inside of Rm 150 only Walls at exterior of Rm 150 only As noted on card 12/31/2019 BLDG-14 115056-2019 Failed Frame/Steel/Boltlng/We lding (Decks) Checklist item COMMENTS Michael Collins Michael Collins Michael Collins BLDG-Building Deficiency BLDG-Building Deficiency Electrical room, walls not per plan. Not ready. Need electrical installed 01/02/2020 BLDG-14 Frame/Steel/Bolting/We ldlng (Decks) Checklist Item 115129-2019 Passed Michael Collins COMMENTS BLDG-Building Deficiency Wall frame only. No electrical installed. BLDG-18 Exterior Lath/Drywall Checklist Item 115128-2019 Partial Pass Michael Collins COMMENTS BLDG-Building Deficiency BLDG-Building Deficiency No contractor onsite Interior of Rm 151 drywall only. 01/07/2020 BLDG.fire Flnal Checklist Item FIRE-Building Final 01/09/2020 BLDG.fire Final Checklist Item FIRE-Building Final 115411-2020 COMMENTS 1m2020 Failed Adalmira Maldonado 1. Fire extinguishers are due for service. Service all fire extinguishers 115904-2020 COMMENTS Passed Adalmira Maldonado Wednesday, February 7, 2024 Complete Passed Yes Yes Yes Complete Passed Yes Yes Yes Re inspection Incomplete Passed No No Complete Passed Yes Relnspection Incomplete Passed No Yes Reinspection Incomplete Passed No Complete Passed Yes Page 4 of 6 PERMIT INSPECTION HISTORY for (CBC2018-0622) Permit Type: BLDG-Commercial Application Date: 11 /07 /2018 Owner: RAF GROUP LOT 24 LLC Work Class: Tenant Improvement Issue Date: 01/24/2019 Subdivision: CARLSBAD TCT NO 97-1 3-03 CB OAKS NOR Status: Closed -Finaled Expiration Date: 01/18/2024 Address: 2827 WHIPTAIL LOOP IVR Number: 15235 CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 01/10/2020 01/10/2020 BLDG-34 Rough 115954-2020 Passed Chris Renfro Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Torque test performed and ground fault Yes system OK in Main meter set and gear. 01/15/2020 01 /15/2020 BLDG.final Inspection 116455-2020 Failed Luke Storno Relnspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 01/16/2020 01/16/2020 BLDG.final Inspection 116576-2020 Failed Paul Burnette Relnspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 01 /22/2020 01/22/2020 BLDG.final Inspection 117116-2020 Failed Paul Burnette Relnspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 01/27/2020 01 /27/2020 BLDG-Electric Meter 117486-2020 Partial Pass Luke Storno Relnspection Incomplete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG.final Inspection 117 485-2020 Partial Pass Luke Storno Relnspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Pending Electric meter release. No 02/06/2024 02/06/2024 BLDG.final Inspection 238928-2024 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Pending Electric meter release. No Wednesday, February 7, 2024 Page 5 of6 , PERMIT INSPECTION HISTORY for (CBC2018-0622) Permit Type: BLDG-Commercial Application Date: 11/07/2018 Owner: RAF GROUP LOT 24 LLC Work Class: Tenant Improvement Issue Date: 01/24/2019 Subdivision: CARLSBAD TCT NO 97-13-03 CB OAKS NOR Status: Closed -Finaled Expiration Date: 01/18/2024 Address: 2827 WHIPTAIL LOOP IVR Number: 15235 CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Wednesday, February 7, 2024 NOTES Created By Chris Renfro Status TEXT FINAL COMPLETED AT EARLIER DATE, NEVER CLOSED OUT Created Date 02/06/2024 Page 6 of 6 A..,.• A e. ---,-, I L i T::, --.. 6280 Riverdale Street San Diego, CA 92120 877.215.4321 I oneatlas.com RECORD COP'/ City of Carlsbad JUN 2 3 2021 BUILDING DIVISION DATE: June 17, 2021 SCST Job No.: .;;;;2c;;.00;;;..1;..;1.;;;;2~N ___ _ Ms. Katie Shaw DPR Construction Report No.: ..;:0'""1 ________ _ 501 O Shoreham Place San Diego, CA 92122 Special Inspection Agency/ Construction Materials Testing Laboratory Final Report SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING: (PLEASE CHECK AS APPLICABLE) [{]SPECIAL INSPECTION [{]CONSTRUCTION MATERIALS TESTING APPROVAL NO.: _;;C..c:.B--'-C=20;;_1....;;_9_:-0--'-6.;:_07'-------- PROJECT NAME: MilliporeSigma Viral Vector Expansion PROJECT ADDRESS: 2827 Whiptail Loop West PROJECT NO.: ..;_N,;;,c/A...c.._ ____________ _ Carlsbad , California [{] The special inspection services were provided by: SPECIAL INSPECTION AGENCY: Atlas Technical Consultants, LLC fka SCST, LLC ADDRESS: 6280 Riverdale St., San Diego, CA 92120 SPECIAL INSPECTOR'S NAME: (TYPE OR PRINT) -'S_e-"-e-'-F-'ie-'-'ld.;_;R_;_e;;.,;p;....:;o.c.crtc:...s _______________ _ (each special inspector is required to complete and submit this Final Report form) SPECIAL INSPECTOR'S CERTIFI CATION NUMBER: See Field Reports EXP IRATION DATE: See Field Reports [{]The construction materials testing were performed by: TESTING LABORATORY: Atlas Technical Consultants, LLC fka SCST, LLC ADDRESS: 6280 Riverdale Street, San Diego, California 92120 RESPONSIBLE MANAGING CIVIL ENGINEER OF THE TESTING LABORATORY: (MR.IMS.): Mr. Scott H. Vacula STATE OF CALIFORNIA REGISTRATION NUMBER: ....::C;,.:,.7.=.26=--=0:....::0 ______ EXPIRATION DATE: 06/30/2022 COMMENTS: Special Inspection and Materials Testing of the placement of reinforcing steel, the placement of concrete, placement of non-shrink grout, high strength bolts, field welding, installation of post installed anchors (Epoxy), installation and torque testing of mechanical anchors, and installation and torque testing of concrete screw anchors were performed at the above referenced project as detailed in special inspection reports dated May 13, 2020 through June 11, 2021. I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection and/or material sampling and testing for the structure constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the applicable workmanship provisions of the Calif • • ·ng Code as amended by the City of Carlsbad ~~()fESS/0.4,~ ~ "· V '-.'f( 2021 ~ i:> YEAR C 72600.., ~ Signature: ~d~t.4.~~~~~~~~ ...... :-:--c-\\~.,,..Qf513C~2?-~""Yl---::---::-----::--:-c:::-c-::----~ .~~~~~ NOTE: Per our option this form has been stored electroni on our company's letterhead. ✓. EsG1I A SAFEbuilt Company DATE: January 22, 2019 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0622 PROJECT ADDRESS: 2827 Whiptail Loop PROJECT NAME: CRE-ATE TI SET: III D APPLICANT D JURIS. [:8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [:8J EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / fi'\ Telephone#: Date contacted: / (b~) Email : Mail Telephone Fax In Person 0 REMARKS: By: Kurt Culver EsGil 1/14/19 Enclosures: 9320 Chesapeake Dri ve, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ✓. EsG1I A SAFEbulit Company DATE: Dec. 26, 2018 JURISDICTION: Carlsbad □ APPLICANT □ JURIS. PLAN CHECK#.: CBC2018-0622 PROJECT ADDRESS: 2827 Whiptail Loop SET: II PROJECT NAME: CRE-ATE TI □ □ □ □ □ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. 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: Robert Park 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: Robert Pat) Telephone#: 858-638-7277 Date contacted: \i\~ (by~ Email: RPark@WareMalcomb.com Mai~ Fax In Person REMA~ By: Kurt Culver EsGil 11 /8/18 Enclosures: 9320 Chesapeake D1ive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1 576 Carlsbad CBC2018-0622 Dec.26,2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0622 OCCUPANCY: B TYPE OF CONSTRUCTION: V-B SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: Dec. 26, 2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office ACTUAL AREA: 15,457 OCCUPANT LOAD: ~ 150 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/8/18 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC , which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not perm it the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2018-0622 Dec.26,2018 Continue To The Next Page Carlsbad CBC2018-0622 Dec.26,2018 GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS 2. Each sheet of the plans must be signed by the person responsible for their preparation. California State Law. ADDITIONAL 3. See the following sheet for MEP corrections. 4. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 5. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □ Yes □ No 6. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil. Thank you. Carlsbad CBC2018-0622 Dec.26,2018 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) 1. Please provide information from the response to the plumbing sheets regarding the upstream manhole rim elevation and finished floor elevation. I For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 • Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 2. The building sewer is shown to be 6". Per CPC, the aggregate cross- sectional area of all vents must equal the cross-sectional area of the building sewer size connecting into the public sewer. Please specify if any other roof top penetrating vents are located within the building in addition to the 4" vent within the bathroom. I Please review the prosed vent sizing for the entire building. For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross- sectional area of all vents that terminate through the roof cannot be less than the cross-sectional area of the largest waste pipe in the drainage system (in this case 6" waste pipe). CPC 904.1 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Mechanical plans comply with jurisdiction's standards. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ✓. EsG1I A SAFEbu1lt Company DATE: November 15, 2018 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2018-0622 PROJECT ADDRESS: 2827 Whiptail Loop PROJECT NAME: CRE-ATE TI SET: I □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Robert Park D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted : Robert Park Telephone#: 858-638-7277 Date contacted: // tS/ (by:~ ) Email: RPark@WareMalcomb.com ail TelephJR\_ EMARKS: By: Kurt Culver EsGil . In Person Enclosures: 11/8/18 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBC2018-0622 November 15, 2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-0622 OCCUPANCY: B TYPE OF CONSTRUCTION: V-B SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: November 15, 2018 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office ACTUAL AREA: 15,457 OCCUPANT LOAD: ~150 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/8/18 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code , Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit th e violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBC2018-0622 November 15, 2018 GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS 2. Each sheet of the plans must be signed by the person responsible for their preparation. California State Law. ADDITIONAL 3. See the following sheet for MEP corrections. 4. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 5. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □ Yes □ No 6. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil. Thank you. Carlsbad CBC2018-0622 November 15, 2018 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss GENERAL P&M ITEMS 1. Buildings than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.3.1.1 . Please provide City approval for use of an outside ladder. PLUMBING (2016 CALIFORNIA PLUMBING CODE) 2. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0 • Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 3. Please review the prosed vent sizing for the entire building . For each drainage piping system connected to the public sewer that is vented by one or more vent pipes, the combination of the cross-sectional area of all vents that terminate through the roof cannot be less than the cross-sectional area of the largest waste pipe in the drainage system (in this case 6" waste pipe). Note: The cross- sectional area of a 4" diameter waste pipe is 28.27". The cross-sectional area of 3" diameter vent pipe is 7.06". CMC 904.1 4. Cleanouts are required to be installed above all urinals. Please address. CPC 707.4 5. Provide complete water line sizing calculations for the entire building (if all plumbing fixtures are supplied by one water meter). The Water Meter Data Card on sheet P0.1 is incomplete. 6. Describe the method of compl iance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees/ Energy Standards 11 0(c)(3) and (bathtubs, bidets, and showers (120 degrees/CPC 408.3, 409.4). Note: The water heater thermostat may not be used for compliance. 7. Sheet P1 .1 appears to show a MPG line. Specify if anything under this permit is powered by natural gas. If so, please provide the gas sizing calculations using the proper CPC 1216.2 Table, total developed length, and gas demands. If MPG system is to be used, detail the gas regulator requirements: an accessible shut- off valve installed prior to the regulator and vented to the exterior. CPC 1208.7.5(1) & 1210.11 8. Hot water recirculating loop system, please show the required air release valve on the inlet side of the recirculation pump, within 4' of the pump. Carlsbad CBC2018-0622 November 15, 2018 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 9. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.3.1.1. Please provide City approval for use of an outside ladder. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (CALIFORNIA ELECTRICAL CODE) 10. Provide a single line diagram for the new service. Include the following information: • Please correct the 1/0 equipment ground wire size for the 1600 amp overcurrent device size. Minimum 4/0 wire is needed. CEC 250.1 22 • 150 and 30 KVA Transformer ground electrode system. • Include panel "OP1 B". • Specify whether the system design is fully-rated , series rated , or engineered (fault current levels shown throughout the system). 11 . For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 12. Emergency illumination is required to be installed in electrical equipment rooms. Please provide. CBC 1008.3.3 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) 13. Energy forms are okay as submitted. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. • • • • • • • • • • • • • • • • • • • • • • WISEMAN+ROHY STRUCTU RA L ENGINEERS STRUCTURAL CALCULATIONS FOR Lot 24 T.I. 2927 Whlptall Loop Carlsbad, CA 92010 October 31 , 2018 W+R Job #16-100.03 CBC2018-0622 2827 WHIPTAIL LOOP SPEC SUITE. 15.457 SF H 2091 202600 11/7/2018 9915 Miro Mesa Blvd. TEL. (858) 536-5166 Suite 200 WRENGINEERS.CO~ CBC2018-0622 • • • • • • • • • TABLE OF CONTENTS Lot 24 -T.1 . Analysis and Designs Light Gauge Design Mechanical Anchorage 1 -9 10-31 • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 WISEMAN + ROHY STRUCTURAL ENGINEERS BY MY DATE e,/Z?z PROJECT ...l,Lar.s,a....JVl:11::...L.._,_T....:.l ______ _ SHEn NO. ___ OF __ _ JOB NO. I (p-too o '!> l-o:Av tibffi-':JHA ... 3)&AQ ~~ GYP 1 '' >l\H)';> G ,~,, O.l. . }--tf:p t,,\t s (., Lr -::.-Zt>ps.f 2.5 l.c I.':> \,O 2 -5,il· f,1/ 5.c : (ell ~"1\JvS@ llo''t; .C.. 2 · '2. · 4-\t>'l-@,, z_w fL4 f&¥:: ¼ ,I, I £-w-- ~ t7= --io· -3 •• + i HP1L@ ; \'il' tlf.. wr. ™ \oZ 4-,t: ~ iii=: ,~·-1-·· 71v 't.J; = (q,('Sf) lO.f>' -== C/7, 2-rJJ.,.f ~-... (<;psP>[/o.t>-1-:,<,1) .a ?·e ., f.-t:f 1c>c>)l +\C)i'L 1/.'J /t-(IJCiCT l'Z.5 -'S~ t Z-'=,.60<,,..11.z..--~s ~f: (__~ -..P(l.t>s.H't) ~ ~ (1p,f )(Co.'6') -:: IDL Z-f.H '\Jw e Cs;,sf)(<...fi'lz) =-\1 p..kf ~O}( -"2~--"'-c:{ e:--:JQ!).QllZ-5-$1 t_ J,-f;coSI.<!_?-~,I Q{;--- L~ SP 12-P5 I--\ T) ,w-; ~ (Le ,H .e,')( ;. Z.5)/z.. -: ¾ pJ.f --W--w ... (Sps.f-) lo:~irz -:: J-&, f)I • • • • • • • • • • • Lot 25 T.I. 16-100.03 M ISEMAN +ROHY LIGHT GAUGE BOX BEAM DESIGN RUCTURAL ENGINEERS (2015IBC/2016CBC/ASCE7-10) v2.0 Deeth Width Gauge MIis F~ Tracks: 6 1.25 20 33 33 Studs: 6 1.625 20 33 33 Thick A Ix Sx NAx Iv Sy Tracks: 0.0346 0.249 1.428 0.476 3.000 0.034 0.032 Studs: 0.0346 0.344 1.793 0.598 3.000 0.1 16 0.094 Dead Load = 97.2 plf 510.3 pounds Live Load = 0 plf O pounds PROJECT: lot 24 Tl OCATION: Conf. Rm. 201 JOB NO: 16-100.03 8/27/2018 600 T 125 • 33 at top and bottom 600 S 162 -33 at both sides NAy 0.182 0.394 Box Height= Box Width= Total Area= - LL= L/ 360 TL = L/ 240 7.250 6.000 1.186 15:26:34 In In ln2 Wind = 38. 7 ptf (ASD) 203.175 pounds Wind= L/ 240 x0.7 = L / 168 Length= Top Track Tumad Up? 10.5 feet y (Y / N) VERTICAL FORCES: I Vert= 8.146 ln4 S vert = 1.952 in3 Screws: # Allowable Shear = 10 177 pounds/ screw In 20 gauge steel HORIZONTAL FORCES: NA horiz = 3.000 In I horiz = 7.760 ln4 S hor1z = 2.587 ln3 r::;i.t_~~-~:i~~-~~-=t "'~~J-~.;~c=-~~:__.~-;; .J V max= 510.3 pounds V max = 203.175 pounds Q top track= 0.773 ln3 Q btm track= 0.721 ln3 Q side studs = 0.896 ln3 q =VQ/1 = 48.4 lb/ln q = VQ/1 = 23.5 lb/ln Use 2 # 10 Screws at 7.31 In o.c. Use 2 # 10 Screws at 15.08 In o.c. ~ ,·•·'•"'"' "'-.DefJe·ct10.h.f ::\' Ni:i· 9F;,f,.p.1r.-11' t'.~~1f•l;-f~)i ~'f>~f •• ~.: .-:•·:~:.:t·-~ ~.· DL deflection = 0.110 in = L/ 1142 OK LL deflection= 0.000 In = L/ na OK Wind deflection = 0.046 In = L / 2732 OK TL deflection = 0.110 In = L/ 1142 OK .• "Mol'Jilfr'lt~.::f; , . 1 ...;/:·•?·'?:·~b,:..~,·-, (1 ... ,~ .. ~l~··•:.·:-...i~ :.. ,-.,~-,. ,, • ~-~~•··. ~t: Mot.= 16.1 k-in Mu = 0.0 k-ln 6.4 k-ln MTl = 16.1 k-ln fb = 2.5 ksl < 0.6 Fy min OK fb = 8.2 ksl < 0.6 Fy min OK fb-COMB1t-1:ox& v = 10.7 ksl < 0.6 Fy min OK ;i., ~·•·>fi',,.-;Sh'ei\l::{· '('.'Tba'i;Mb'rfstl'.id vertical.onlv)'fd, :-:';;'.". , ::'.-i( :••;: V= 510 pounds A, vert = 0.415 lni f = • 1.23 ksl end 10% -20% Len th 9.13 lno.c. V = 203• pounds A,horiz= 0.415 lni t,t: ~-%4.t-+t SCREW SPACING ( #10 SMS ) (Note: two screws at each spacing) fv = 0.49 ksl 20% -30% Len th 30% -40% Len th 40% -50% Le th 12.1 8 lno.c. 18.27 In o.c. 36.54 In o.c. 2 • • • • • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 ~ ISEMAN+ROHY LIGHT GAUGE BOX BEAM DESIGN PROJECT: Lot 24 Tl OCATION: Break Rm. RUCTURAL ENGINEERS (2015 IBC / 2016 CBC/ ASCE 7-10) v 2.0 JOB NO: 16-100.03 B/27/2018 15:24:35 Tracks: Studs: Thick Tracks: 0.0346 Studs: 0.0346 Dead Load= Uva Load= Wind = Depth Width Gauge 6 1.25 20 8 1.625 20 A 0.249 0.413 Ix 1.428 3.582 Sx 0.476 0.896 MIis 33 33 NAx 3.000 4.000 61.2 pit 619.65 pounds 0 pit 0 pounds 17 plf (ASD) 172.125 pounds Fy 33 33 IY Sy 0.034 0.032 0.125 0,096 600 T 125 -33 at top and bottom 800 S 162 -33 at both sides NAv Box Height= 9,250 In 0.182 Box Width= 6.000 In 0.328 Total Area= 1.324 ln2 ··,:;r;(;-_:•~ :-;' ;·-D.11.fl!itll , ; . · tel .• -'.'(;:'>.'.~?'..JP-',. ·t:·t.'f,t,.•:;{ DL = L/ 240 LL= L/ 360 TL= L/ 240 Wind= l / 240 x0.7=L/168 t Screws: # 10 Top Track Turned Up? (Y / N) Allowable Shear= 177 pounds/ screw in 20 gauge steel VERTICAL FORCES: 5.182 In (from top) 4.068 In (from btm) I vert = 15.210 In◄ S vert = 2.935 in3 • , •itii!>\•!<l1iS<:ra Vmax = Q top track= Q btm track= 619.65 pounds 1.024 ln3 0.968 ln3 q = VQ/1 = 41.7 lb/in Use 2 # 10 Screws at 8.48 in o.c . in L/ 472 OK In = L / na OK TLdeflection = 0.515 In= L/ 472 OK 37.6 k-in 0.0 k-ln Mn = 37.6 k-ln fb = 12.8 ksl < 0.6 Fy min OK HORIZONTAL FORCES: I horiz = S horlz = 9.003 in4 3.001 ln3 172.125 pounds Q side studs= 1.104 ln3 q =VQ/1= 21.1 lbnn Use 2 # 10 Screws at 16.78 In o.c. Wind deflection= 0.242 In = L / 1006 OK Mw1r-o = 10.5 k-ln fb = 3.5 ksi < 0.6 Fy min OK rb . cOMBINED x & v = 16.3 ksi < 0.6 Fy min OK 3 V = 62 pounds A.,, vert = 0.554 In~ f, = 1.12 ksl V= .1ll_ pounds A.,, horlz = 0.4.15~t f. = 0.41 ksi J-.-!, ~.a--+ \,'\::::-¼"'" b\1~ f" end 10% -20% Len th 10.60 In o.c. SCREW SPACING ( #10 SMS) (Note: two screws at each spacing) 20% -30% Len th 30% -40% Len th 14.14 In o.c. 21.21 In o,c. \.. ... l't I centerline 40% -50% Len th 42.42 In o.c. • • • • • • • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 WISEMAN + ROHY STRUCTURAL ENGINEERS BY Hg DATE }6 /'5( PROJECT .......;;;...u ...... r: ..... Zfi..:a.iL-~ -LT_._t ______ _ SHEET NO. ___ OF __ _ , .. LMo ~6 -U>f-lF-~ 6 {7A -=/n,o .S ~ Uo" r;. C. ~.'' i'L '(11fl,oGp o/i'• 6YP ~ T-U~ LJ::\LIM.£::,. MtSc., f ~ ~~ i f, l'Z-' it ,I,, '" ,A,.. ,t 1·-4• tlM.-lo( I. I ,z, \ 2 .s I . 'ii 1.G· ~ -{;;:~ ~~) ps+ l-/'746 JOB No. I lo -toe>< 03 eoooc;.11D'L-· 4s c"-~ 1s' -le" ➔¼tS SSf-4.A Clt>pc;,f / Uf.>i--)' F~ lt.,..b4S.T ~-A~ TS'--· '1A.Y"-:. (<t .() l>L.\ ..11:.'. +6 .o t:>t-)(3') "" bl DL 24 .o ....._,.; z_ I '2-o t. r-p_M:.- 2.o I TL,t\Sp 4 • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 600S162·33 33 14' 8' 12' 7'e 10' 3"e 14' 6' 12' 7' 10' 1' 14' 4' 12' 7'e 10' 3'8 14' 6' 12'r 10' 1• ili\~I>V1-'il::?· . ,/in '.~'. :r(f;;,:i-.. -.t:. ~~' . ;:::~:: [. f i:{}rr1r ;/:(1:·ir· ;,.!2~':·_·.·· :_ · .•• :~}1;5:·.~_:_ 2 7.;••-~. ~.-·.·.', .<::_.1'!3-r,, 1 5•i_:ee::l ", Ji!Ji: "0:.c:,~i!i ~/\;-. i:il r ;, 6~!18$-43 / j3 • • • .10·11•· : 16'~' '13•5;e. 19'.Q' •• ·w~: t3'5':· • 19'.0" •/\15•5;:•-1:1:5•/ 600S162-54 50 18' 5' 16' 9' 14' 7' 20' 8' 18' 9' 16' 5' 16' 9' 15' 2' 13' 3' 18' i 17~ 1' 14; 11'. 600S200•54 50 19' 4' 17' 7" 15' 4' 21' 9' 19' 9" 17' 3' 17' 7' 16' O" 14' O' 19' 9' 17' 11' 15' 8' 6009250-54 50 20' 3' 18' 5' 16' 1' 22' 9' 20' 8" 17' 10' 18' 5' 18' 9' W 8' 20' 8' 18' 10' 18' 5' ·e·oost"o2-es.'·. =. 51>, , .":1li•ii<'· -.,..iii1•,. ,.as;s· _ ·'·22··2·· : -_ .... -.•... 2 2 _p 1 :,-~: . .:-_ .. :_·._· 1 1! 8 ·;,1 6 • .. /... _Jr: 11:-.~-· • _ 111'4' ·; -.-?:-1.r· a•. ·i _ ·-:20· 2· .. :·.;,.;~[1a\•'.". '.J'-1s;.o•.:'..:.' 60dS200-68 .• :-: 5o ~ .' '-._'.20' 9' ' .,:/18' 10',.'.-<,.i016'_6' :·.23,t-:•.-.. ,. J8' JO~. · , .. 17' 2' -• , 15' O',-. • •21' 2..-:; •• :An•· • -.. •• 16' 10'.: ~9~2s!)-6B so .... · -~1•g, • :·1~•9•'_ .•<J7T .,-. • ·2.ls~. 22:3'.-: ... ' 1e·ii1.• • ''.wiri • • . 1a:o; ··, js\r ,> ·' ',22•.3•. <<i>20•.2~Y: '.::1t:a•t: 6005182-97 ® 21' 11' 19' 11· 17' 4' 24' 7• 22' 4' 19' 6" 19' 11' 18' 1' 15' g• 22' 4' 20' 3' 17' g• 600S200-97 50 23' 1' 20' 11' 18' 4" 25' 11' 23' 6" 20'7' 20' 11' 19' O' 18' 8' 23' 6' 21' 4' 18' 8' soos250.97 50 24' 3• 22· o· 19' 3' 21• 2" 24· a· 21· 7" 22· o· 20· o· 17' 6' 24' a· 22· s· 19'7" 800S162-33 33 16' 9"a 14' 6'e 11' 10'e 15' 8'e 13' O'e 9' 10'& 18' 9'e 14' 6"e 11' 10'8 15' 8'e 13' O'e 9' 10'8 800S200-33 33 18' O'e 15' 7'e 12' 8'e 16' 6'e 13' B'e 10' 3'e 16' O'e 15' 7"e 12' 8"e 16' 6'e 13' 8'e 10' 3'e 800S162-54 50 23' 3' 21' I" 18' 4' 26' O' 23' 5" 19' 1' 21' 1' 19' 2' 16' 9' 23' 8' 21' 6' 18' 9' soos200.54 so 24• 4• 22· 1· 19' 4' 27' 4' 24' 10· 20· s· 22· 1· 20· 1· 1r 6' 24' 10-22· 6' 19' a· 800S250-64 50 25' 4' 23' I' 20' 2' 26' 6' 25' 6' 20' 10' 23' 1' 20' 11' 18' 3' 25' 10' 23' 6' 20' 6' ilf .j'~ ~. •··. fif •~[~'!} iii~f::)i; i~~1i;Jj ~f,f:;i ,tif i1t~IJ1;i),, ,i;f {~1(.,. Ji;;;: 8005200-97 so 29' o· 26' s· 23' 1· 32' 1· 29' 7' 25' 11· 26' s· 24' o· 20· 11· 29' r 26' 11· 23' s· 8008250-97 50 30' 4' 27' 7' 24' 1' 34' I' 30' 11' 2T 1' 27' 7' 25' 1' 21' 11' 30' 11' 28' 2' 24'7' 10005162-43 33 22' 4'e 18' 4'e 15' 10'8 22' 3'e 16' 10'e 1◄' 8'e 22' 4'e 19' 4'8 15' 10'e 22' 3'e 18' 10'o 14' a•a 1000S200-43 33 24' 1'e 20' 11'e 17' 1'e 23' 5'e 19' 9'e 15' 4'e 24' 1'e 20' 11'e 17' 1'e 23' 5'e 19' 9'e 15' 4'e 1000S250-43 33 24' 10'e 21' 8'e 17' 6'e 24' S'e 20' 6'e 15' 10'e 24' IO'e 21' 6"e 17' 6'e 24' 5'e 20' 6'a 15' 10'e :!U!\~jii{:f [~;1 :}r-t:f f };'.~1tll I~\{fl]i'.};f: . l\i:.i~fs/!J!~i:}.} -{!i]~f · -~ilt~:i)\"~I~{f:~i:~{~ :::;:.!~t\:;~;: '.f J~~~!~~t~ 1000S162-68 50 30'0' 2T2' 23'8' 33'6' 30'5' 25'0' 27'3" 24'9" 21'7' -30'7:-27'9' -• ,··2/2t · .- 1000$200-68 50 31'3' 28'5" 24'9' 35'0' 31'9' 26'9' 28'5" 25'10' 22'7' 31'11' 28'11' 25'3' 1000s2so-Ee so 32' 6' 29' 7' 26' 10· 36' 6' 33' 2· 2r 6' 29' r 26' 10· 23' s· 33• 2· so· 2· 26' 4• 1000S162-118 50 35' 4' 32' 1" 28' 0' 39' 8' 36' O' 31' 6' 32' 1' 29' 2' 25' 6" .36' O' • .32' 9' , -28;7.· • 1000S200-118 50 36' 11' 33" 7" 29' 4' 41' 6" 37' 8' 32' 11' 33' 7' 30' 6" 28' 8' 37' 8' 34' 3' 29' 11· 1000s2so-116 so 38' s· 35' o· 30T 43' 2· 39• 3• 34' 4' 35' o· 31' e· 2r e· 39' 3• 35• 6' 31• 2· "e • web stiffeners required ilt ends. Web stiffeners required iJt Interior supports for double span conditions. • See Table Notes on p119e 42 . • • • • • • 5 • Lot25T~.I~. ---------------,-,.,..,.,,=,-,:,.,,.,.,,.,,1,,.6..,,-1,,,,0,.,,0,.,.0,..3,...,.,,..,..,,..,.,,~--.---~-~----------..... I ~ISEMAN+ROHY LIGHTGAUGEBOXBEAMDESIGN PROJECT: Lot24TI ,, STRUCTURAL ENGINEERS OCATION: Con!. Rm.101 (10'-7') (2016 IBC 12016 CBC/ ASCE 7-10) v 2.0 JOB NO: 16-100.03 10/31/2018 14:00:09 ';~~iri\Se.!:.t tii.'I, ~ ~:/ ~· " ., . ,.~ MIis Tracks: 6 1.25 33 Studs: 6 1.625 20 33 Thick A Ix Sx NAx Tracks: 0.0346 0.249 1.428 0.476 3.000 Studs: 0.0346 0.344 1.793 0.598 3.000 Dead Load= Live Load= 33 13 plf plf 174.6195 pounds 68.7895 pounds Wind = 26 plf (ASD) 137.579 pounds VERTICAL FORCES: N.A. vert = 4.174 In (from top) 3.076 In (from btm) I vert = 8.146 ln4 S vert = 1.952 ln3 Vmax = 243.409 pounds Q top track= 0.773 ln3 Q btmtrack= 0.721 ln3 q = VQ/1 = 23.1 lb/In Use 2 # 10 Screws at 15.32 In o.c. DL deflection = 0.039 In = L / 3285 OK LL deflection= 0.015 In L / 8339 OK TL deHectlon = 0.054 In = L / 2357 OK MOL= 5.5 k-ln Mu.= 2.2 k-ln MTL = 7.7 k-ln fb = 4.0 ksl < 0.6 Fy min OK V= 243 A, vert = 0.415 f = y 0.59 ksl 33 I 0.034 0.1 16 s 0.032 0.094 " .~~a 600 T 125 • 33 at top and bottom 600 S 162 • 33 at both sides NA 0.182 0.394 Box Height = Box Width = Total Area = DL = L/ 240 LL= L/ 360 TL= L/ 240 7.250 6.000 1.186 In In ln2 Wind= L/ 240 x0.7 = L/ 168 pounds / screw In 20 gauge steel HORIZONTAL FORCES: N.A. horlz = 3.000 In I horiz = 7.760 ln4 S horiz = 2.587 ln3 V max = 137.579 pounds Q side studs = 0.896 ln3 q = VQ/1 = 15.9 lb/In Use 2 # 10 Screws at 22.27 In o.c. Wind deflectlon = 0.032 In = L / 3972 OK Mw1No = 4.4 k-ln fb: 1.7 ksl < 0.6 Fy min OK fb • COMIINED X & Y : 5.6 ksl < 0,6 Fy min OK _,.t'-'~ShJai': w · 1- V= 138 pounds A, horiz = 0.415 In" fv = 0.33 ksl end SCREW SPACING ( #10 SMS) (Note: two screws at each spacing) centerline 40% -50% Le th , 10%-20% Len lh 20% -30% Le th 30% -40% Le th 19.15 In o.c. 25.53 In o.c. 38.30 In o.c. 76.60 In o.c. 6 • • • • • • • • • • ., • Lot 25 T I .. 16 100 03 - M ISEMAN +ROHY LIGHT GAUGE BOX BEAM DESIGN PROJECT: Lot 24 Tl OCATION: Cont. Rm. 101 (9'-4") RUCTURAL ENGINEERS (2016 IBC I 2016 CBC/ ASCE 7-10) ~ 2.0 JOB NO: 16-100.03 10/31/2018 14:05:11 Tracks: 6 1.25 20 33 33 Studs: 6 1.625 20 33 33 Thick Tracks: 0.0346 Studs: 0.0346 A 0.249 0.344 Ix 1.428 1.793 Sx 0.476 0.598 NAx 3.000 3.000 Dead Load = 81 plf 377.865 pounds Live Load= 120 plf 559.8 pounds Wind = 26 plf (ASD) 121.29 pounds VERTICAL FORCES: N.A. vert = 4.174 In (from top) 3.076 In (from blm) I vert = 8.146 in4 S vert = 1.952 ln3 V max= 937.665 pounds Q top track= 0.773 ln3 Q btm track= 0.721 ln3 q = VQ/I = 89.0 lb/In Use 2 # 10 Screws at 3.98 In o.c. DL deflection= 0.057 In = l/ 1953 OK LL deflection = 0.085 In = L / 1318 OK TL deflectfon = 0.142 in L/ 787 OK MOL = 10.6 k-ln Ml l = 15.7 k-ln MTL= 26.2 k-ln fb = 13.4 ksl <: 0.6 Fy min OK 0.034 0.116 s 0.032 0.094 600 T125-33 600 S 162 • 33 at top and bottom 0t both sides NA 0.182 0.394 N.A. horlz= I horiz = S horiz = Box Height = 7 .250 in Box Width = 6.000 In Total Area = 1.186 in2 DL = L/ 240 LL = L/ 360 TL= L/ 240 Wind= L/ 240 3.000 In 7.760 ln4 2.587 ln3 x0.7 = l/ 168 V max = 121.29 pounds Q side studs = 0.896 ln3 Cl= VQ/1 = 14.0 lb/In Use 2 # 10 Screws at 25.27 In o.c. Wind deflection = 0.019 in = L/ 5797 OK Mwm= 3.4 k-ln fb = 1.3 ksf<:0.6Fy mln OK fb. COMal'lEO xav = 14.8 ksl <: 0.6 Fy min OK l~~:1; ·.,,.~'f;,fS.lieiltk">. , . 121 pounds V= A, vert = 0.415 f = y 2.26 ksl end 10% -20% Len th 4.97 In o.c. V= A.,horlz = f. = SCREW SPACING ( #10 SMS ) (Note: two screws at aach spacing) 20% -30% Le th 30% -40% Len th 6.63 In o.c. 9.94 In o.c. 0.415 In' 0.29 ksl centerline 40% -50% Le th 19.88 In o.c . 7 • • • • • • • • • I • • • • • • • •• • • • • • • • • Lot 25 T.I. 16-100.03 WISEMAN + ROHY : STRUCTURAL ENGINEERS 8 ! BY M {.t DATE --P:ROJECT -----------SHEET NO. __ OF __ _ u;,-..lf: (1.M \o l LJIT. Bll,f¥.€ c-L . .( wA~'--~ <b\'-lr•-IC1 · W =-( '1 p_s+-)(l , i~·)( r5J '¼-.If)· ~ 2-S1 -# • I P~e . 6. i;z_w =-: 8,s;ft: ! I ' ~ Q. ?A,,'' ;O.L. -Z(f,S~)-;. 11{ :it=: ¼t.. SI U>z_-->~ Q ~z.••.o.c _ (8'-o" M/;X.) JOB NO. _____ _ I , lot;, ~ ( S~ ~,ue: Ax,Atj M"t, 16~ P/. -c. \11 -,. I L I (L _.. l,'-c>"i -u, O .O ✓6{<- • • • • • • • • • • • • • • • • • • : • Table Notes 1. Allowable axial loads listed In kips (1 kip == 1,000 pounds). 6. Listed wind pressures represent calculated designed wind pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC or later ASD load combinations). For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. 2. Allowable axial loads listed are based on simple one span condition. 3. Allowable axial loads determined In accordance with AISI S100 Section CS and with the assumption that axial load passes through centroid of the effective section. 7. End supports have not been checked for web crippling. See web crippling tables on page 51. 4. Allowable axlal loads are based on 4'-0" on center bracing. 8. See page 5 for additional table notes. s. Studs are assumed to be adequately braced at a maximum spacing of L. to develop full allowable moment, M, . 1.81 2.66 3,97 6.08 1.49 2.14 3.32 1,87 2.65 4.15 5.38 6.88 -:~: /j-,rtii-· .. \J:~_., j:~:?:.--1:~)-.:.i;~'. =_;.: H; .. J:L. .. ::~~-: -~-_.-HL -:_HL, ::Hi-t-,}~~~~--~<3.07 ~:: ---::~-.,: t~L --, • -,_· 1~=~'.t •• _:;1J~:j.c::J~t¼ ~~~~-:-!-3;;:}~::f' -·{t!:--VUJ[J ·1~!:~f::.-_:,1:n:~ J:;: :' .:;Jl} t~i~~-2;2:ttli~; ':"~~jf :ti11!il \t:_: ~{:~I:'.lit 1.51 2.18 3.29 4.23 1.26 1.85 2.85 3.73 1.58 2.29 3.53 4.55 1.93 2.84 4.37 5.61 1.40 2..07 3.19 4.12 1,16 1.75 2.75 3.63 1.47 2.17 3.42 4.44 1.81 2.71 4.25 6.49 1.19 1.84 2.99 3.92 0.96 1.54 2.57 3.44 1.26 1.95 3.22 4.23 1,57 2.47 4,01 6.27 • lf iit~~ }J]i~:i ii~" 1, .i}?i;~ ~~{!{tl'.Ji~lif ~ ~l!{S!ii~il f l~;]~:ef{!~J.;{ .j ]};~f ~--.i1l~t!:.tazi ~111-~(f~J~ 12 0,86 I 1.33 1,95 2.54 0.72 O 1.15 C 1,75 2,30 0,93 4 1.44 2.14 2.78 1,18 1,81 2,64 3.43 14 16 0,71' 1.17' 1.82' 2,40 0.69' 1.00' 1,62' 2.16 0.78' 1.28' 2.00 2.64 1.01' 2,48 3.27 24 0,46 ! 0,89 I 1_58 > 2.16 I 0.34 1 0.73 I 1,39 l 1.92 I 0.52 l 0,99 J 1.75 I 2.38 C Q,70 O 1,31' 2.19 O 2.99 J1.i.l~?1ltt }l~ltBjit -~Uifl-1~1\~1~ t;!~-{\\ifi:;} .m~~p,}!{ftzi: )~jf:\J!L'. ~il~i~iii ?tt ti!l ":.' 1U:~;!f~~~i~~f[ 12 1.81 2..31 3,67 2.03 2.87 4.62 6.18 3.55 5.77 7.63 2.39 3.38 5.63 8 16 1.55 2.25 3.61 1.96 2.60 4.55 6.11 3.48 6.70 7.56 2.34 3.33 5.58 24 1.42 2.12 3.49 1.82 2.66 4.42 5.97 2.19 3.32 5.54 7.41 2.24 3.23 5.49 12 1.41 2.07 3.28 4.49 1.77 2.56 4.08 6.47 2.13 3.16 5.04 6.70 2.25 3.22 5.41 7.35 10 16 1.31 1.97 3.19 4.38 1.67 2.45 3.97 6.36 2.01 3.04 4.92 6,58 2.16 3.14 5.34 7.27 12 14 16 24 1.12 1.77 3.00 4.18 1.40 2.23 3.77 5.14 1.79 2.81 4.69 6.34 2.00 2.99 6.19 7.12 ··'{~·/ (;:!_h·~ G}~F '=J :W.~ {;r .:;:~~':.. l {;r --!::-~_1 1 1 _:63~as~_--... : .·.•,·.:·.·.:_ 2 22_:.2:_·. 0 23:_.: .• :~_.:_:·.•~t.:_2_ 9 43_._·'.· .. _•\_-_:.:.:_·_}s:.!,·_-1I_ .• f_:_!-.• _-~.-.i.-_J,-_:_.:_-7i;1:·:::·.:,~-~-~-:68~_ ·,:_, _= ___ 1 __ :_~7_;1:·_·._ .•• ;_~s:: __ s;_-_r _.--: -)2 .• ·. 16 ' • :2f'.'",: 12 16 24 .ff .. • -16 '• · 24 • 0,080; ·c-l361.·._. .;.:2:.lo ·3.35 ·• ,,1.00: ·-174.=c ,.-3,01 .4:12 :" . . , _ , . -~ ~ _ ~ ,.. 0:90;· • • ;_41 • • 2.22 2:00 u,1 • 1'.1s 2.11 • 3.57 1,43 2.19 3.32 4.39 1.81 2.12 4.54 e.23 0.751 1.25 ' 2.08 2.80 0.981 1.58 2.55 3.41 1.25' 2.00 3.14 4.21 1.66 2.57 4.39 6.07 0.491 0,96' 1.81' 2.52' 0.701 1.281 2.27' 3.10 0.92' 1.65' 2.82 3.88 1.37 2.29 4.11 5,78 :9.ss• -· 1.oa•··. ,:"'11•'"" ,.-2:30 . 0:114• ,.:is•· -.'2.12 -j .ie .. •. 1.01•· ·1.f1 .. -r 2.so' ·;.:· ,).42'e-0 .-1.s3 .: :p s··, .. ~.9s 5_4·5°, · o.50'. . o 9i'; . 1 i;g •· <: 2-if•·i . 0.68' .. J.17'-. t.96 • ,2.~t o.89' 1.s1 • • .),◄i ;. : ,i~~ · ._-(3L ,". l2Q .. :. ·3.77 _._. : 5.26 • • ().~31_:··o:a1 1 •:_d2'•·•:"\al1}: 'f39i_ ··o:&5 1 -1.67 '······2.3P 0 0,56' '1.16' 2.w· ~-t.91'"' ,·1:02'3;,.c '1.8"7 ' '.3.43 Ho - If no note, deflection meets l/720 •oenectlon meets l/UO 10ellectlon meets l/240 'Oeflectlon meets I./J60 'oenectton meets l/600 9 • • • • • • • • • • • • • • • • • • • Lot 25 T.I. WISEMAN +ROHY STR UCTURA L ENG I NEERS 16-100.03 EQUIPMENT SEISMIC ANCHORAGE (2015 IBC /2016 CBC I ASCE 7-10) Version 1.00 PROJECT: Cartsbad Oaks-Lot 24 Tl LOCATION: HP 2-8 JOB NO: 16-100.03 6/23/2018 10:24:1 EQUIPMENT ANCHORAGE PER ASCE 7-1013.3.1 ap::: 2.5 Equipment Weight = 580 lb Length (long side)(@ anchors)::: 46 In Rp = 6.0 Curb Weight = 53 lb Width (short side)(@ anchors)= 41 In Sos= 0.692 Total Weight= 633 lb (Wp) I -p -1.0 # Anchors on long side (10 max)::: 2 (46 In oc) z= 34 ft (equip hi) h= 34 ft (roof ht) Top of Curb to COG = 37 In # Anchors on short side (8 max) = 0 (41 in oc) (not counting corners at short sides) Curb Height = 8 In Total Ht to COG = 45 In (HT) Total Anchor Points = 4 Horizontal Component (LRFD) Fpx MIN= 0.3 (Sos) (Ip) (Wp) = F px MAX = 1.6 (Sos) (Ip) (W p) = 0.346 WP 0.208 Wp 1.107 Wp Anchor Layout 84 60 36 • • 12 ·120 . -96 . ,72 -48 -24 ·12 24 48 n . 96 120 Vertical Component (LRFD) •.. -36 0.1384 WP ' ' -60 -84 ----·· .•• Anchorage Calculatlons: Strength Level Forces: ASD Level Forces: Mor= 0.346 WP = 0.138 WP = Critical Angle = 219.0 lb 87.6 lb 0 degrees F px * HT = 9856 lb-In 0.242 WP .. 0.097 WP a Critical Angle = 153.3 lb 61 .3 lb 0 degrees Fpx *HT= 6899 lb-In MR= (0.9-Fpz) • Wp • L. = 9883 lb-In (at critical angle) MR= (0.6-Fp,) *WP• L, = 6529 lb-in (at critical angle) NOTES: 0 55 0 lb-in (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) (Mor -MR) = 370 lb-in (at critical angle) T ASD = 5 lb Tension/ Anchor (worst case anchor) V ASo = 38 lb Shear/ Anchor (all equal) ,_ -:;%10 5LA~ 01v C(oq1") I· ;t:)o ~.~)l~ Ok:-(141~) -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement. Forces given are for the worst-case angle. -Angles are measured up from the horizontal line In the diagram above through the center of the unit (0 deg = right, 90 deg= up) . -Attachment to masonry shall be x2.5 If not governed by a ductile shear or tensile failure. -If equipment Is mounted on vibration isolators with the clearance from equipment lo frame> 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation . Z:\Projects\16\16·100.03 Carlsbad Oaks Lot 24 Tl\2 -CD, calculations\2 -Spreadsheets\2016 CBC -M echanical Anchorage.xlsx 10 • • • • • • • • • • • • • • • • • • • • • • • • Lot 25 T.I. WISEMAN +ROHY STRUCTURAL ENGINEERS 16-100.03 EQUIPMENT SEISMIC ANCHORAGE (2015 IBC / 2016 CBC/ ASCE 7-10) Version 1.00 PROJECT: Carlsbad Oaks-Lot 24 Tl LOCATION: EF 1-1 JOB NO: 16-100.03 8/23/2018 10:28:10 EQUIPMENT ANCHORAGE PER ASCE 7-10 13.3.1 ap::: 2.5 Equipment Weight= 85 lb Rp::: 6.0 Curb Weight = 50 lb Sos::: 0.692 Total Weight., 135 lb (Wp) Ip= 1.0 z:;: 34 ft (equip ht) h= 34 ft (roof ht) Top of Curb to COG = 19.33 in Curb Height = 14 in Total Ht to COG• 33.33 In (HT} Horizontal Component (LRFD) Fpx = 0.4 (::) (tp)(Sos)(Wp) ( 1+ 2i) = 0.346 Wp FpxMIN::: 0.3 (Sos) (Ip) (Wp) = 0.208 Wp FpxMAX::: 1.6 (Sos) (Ip) (Wp) = 1.107 Wp 0.346 Wp Vertical Component (LRFD) 0.1384 WP Anchorage Calculations: Strength Level Forces: Fpx• 0.346 WP "' 46.7 lb 18.7 lb Fpza 0.138 WP '" Critical Angle = 0 degrees Mor= Fpx *HT= 1557 lb-In MR= (0.9-Fpz) *WP* L, = 1234 lb-in (at critical angle) NOTES: 7 12 (MoT -MR) :a: 323 lb-In (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) Length (long side)(@ anchors)= Width (short side) (@ anchors)= # Anchors on long side (10 max)= # Anchors on short side (8 max) = (not counting comers at short sides) Total Anchor Points = Anchor Layout 84 60 36 . .. 12 . •· . 24 In 24 In 2 (24 In oc) 0 (24 in oc) 4 I : . . . _,,_._.,_I.L,._...:.:-1.:.:.-·-... 1-.,-.-.~-.~l~ ,_ ... ~------,,.,.___-.~,.,_,,.._._. __ , -120 : ,96 -72 -48 ,. -24-t2 • 24 . 4°8 7J. ... 96 .. uo -36 i ' f. ·••··. : . -60 t ....•.. , ... ~ ·-. . • ~ ' -84 ASD Level Forces: Fpx'" 0.242 WP .. 32.7 lb Fp,"' 0.097 WP ., 13.1 lb Critical Angle = 0 degrees Mor= Fpx *HT= 1090 lb-in MR= (0.6-Fpz) * Wp * L, = 815 lb-In (at critical angle) MNEr (Mor · MR) = 275 lb-in (at critical angle) T ASD = 6 lb Tension / Anchor (worst case anchor) V ASD = 8 lb Shear / Anchor (all equal) \ -.:i.t' lo w . '7 . o Y:. ( I l ~ *) -AH 4 t.sJ-A s ~1t ,;.( ,,.,:.sf'ec'J¼bl -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement. Forces given are for the worst-case angle . -Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg= right, 90 deg= up). -Attachment to masonry shall be x2.5 if not governed by a ductile shear or tensile failure . -If equipment Is mounted on vibration Isolators with the clearance from equipment to frame> 0.25 inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation . Z:\Projects\16\16-100.03 Carlsbad Oaks Lot 24 TI\2 • CD, calculations\2 -Spreadsheets\2016 CBC-Mechanical Anchorage(EF 1-1).xlsx 11 Lot 25 T.I. • In ;;;a;a;,; Hu a a l ; i a i ; ; e Hi••i~a;aa. • • 111111111 111111111 • I I I I § i I I I I I ~ I i ~ I I I ffi -~~ ! Cl I( I I ,1 ~ I I ~ ii! . ' ~ 1..1! ~i-! ~ .! ~~ u. ~~ ~ ! ~ ::, t ~ . ;u ! f ~! ~ ~ g I i I i I I j i E I I I a a i i I R I I jg.~ I = i 5 lhl iii ~ I B ! II ml ~1 ml ,1 ii ii ,1 11 ~.I I i ;i I I I lilih I I Ii I; Ii Ii Ii II 1111 11 .,_ .,_ V V . ~ ~ . p p V •• ~ " a R . . • a • • • • ~ ~ ~ ~ '! ~ . . ; a ~ ; . . • . ~ ! I I I I I ! I f ' I I a I -~ ~ @ • • • • • • • • • • • • • • • • • • • • Lot 25 T.I. Date 08/21/2018 Project Name Lot 24 Create Tl -MDC Project Number Client / Purchaser Qty Tag# 1 Unit 2-7 1 1 Unit 2-3 4 3 Model# PHE4A2421 OALXS35 PHE483641 OALXL35 ECODLXLDB 16-100.03 ■YORK Submittal Summary Page Description 2 Ton Single Stage Cooling, York Single Packaged R-41 0A Heat Pump, 14.00 SEER/ 11 .0 EER / 8.0 HSPF, Small Cabinet (35" x 51"), 208/230-1-60, Copper Tube/Aluminum Fin Condenser Coll Manual Outside Air Hood Package 0-35% For LX Small Chassis Units 3 Ton Single Stage Cooling, York Slngle Packaged R-410A Heat Pump, 14.00 SEER/ 11 .0 EER / 8.0 HSPF, Large Cabinet (45• x 51 "), 460-3-60, Copper Tube/Aluminum Fin Condenser Coil Manual Outside Air Hood Package 0-35% For LX Large Chassis Units Down Discharge Economizer W/ Modulating Controls And Selectable Dry Bulb Sensor Equipment start-up and commissioning by a factory trained technician is recommended. Contact your supplying distributor or sales representative for additional information & guidance. & WARNING: Cancer and Reproductive Harm -www.P65Wamln s.ca.gov Unitary Sales Tool v1.5.9.0 Information It! subject to change without noUco. Check local codes. Pmted 08/21/2018 13 • • • • • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 LX Series Page:2 ■YORK PHE4 -14 SEER Slngle Pkg. R-410A Heat Pump Project Name: Lot 24 Create 11 -MDC Quantity: 1 Tag #:ffl .~~) Entering DB temp. Entering WB temp, Leaving DB temp. LeavlnQ WB temp . Power ,n ut Performance Refrl erant Heat Pum Performance , ~ • • nc o"•' ':t'itMa~1Mi~..W Ambient DB temp. Leaving DB temp . Air temp, rise Powerln ut Heatln Performance H2·•u:i ' ~l34HlM,'. 95~0:!i~~-· 80.0 "F 67.0 "F 60.8 "F 56.6 "F 1.55 kW R-410A ff'JAJ !ail~ "l:fll'• Biy 47 °F 87.9 °F 27.9 °F 1.63 kW 60 °F 800 CFM 60.0 "F Unit Model #: PHE4A2421 System: PHE4A2421 2Ton • LX Serles Packaged Units are Manufactured at an ISO 9001 Registered Facility and Each Rooftop is Completely Computer-Run Tested Prior To Shipment UnH Features Medium • Unit Cabinet is Constructed of G-90 Galvanized Steel with a Powder Paint Bottom Coating at 1000 Hour Salt Spray Tested 0.50 HP • Bottom and Side Electrlcal and Gas Utlllty Connections 0 ft. • Easy Access to All Components ~:..:...::....:,u;c.=..... ____________ __;:D:..:.IRc..:E;:::_C.;:;.T..:...._---1 • Single Piece Water-Shed Top Cover and Drip Edge ---1 • Field Convertible Duct Connections From Horizontal to Downflow Allows Electrical Data Greater Flexibility • Full Perimeter, Removable Base Rails with Built in Rigging and Access Provisions .,_ ______ ::..:c..:..:..::...:..:..::..c..:..:.c;.;;..;:.;....;..;.c...oL.:..:....----,-----1 • Non-Corrosive Condensate Pan Internally Sloped to Meet Strict 36 In. Requirements of ASHRAE 62--89 Indoor Quality Standard t.:..:.=c..:.::....:.:.=c...:..::.;=-"-"-=c=::....::J=.;.;.:;..----------'3--'-TT.;.....;.lb"'s:..:..___, • Single Speed Scroll Compressor Note: Please refer to the tech guide for Nsted maximum staUc pressures • Compressor Is Internally Protected Against High Pressure and Temperature 1 1111 . riii' • Standard Cooling Operation Down to 45 F 1 ~~~ ~-~-~ • Variable Speed Direct Drive High Static Motor and Slide-out Blower C ~ ~-.:=.'l'c.. Assembly Unitary Sales Tool v1.5.9.0 Warranty • Extended 10-Years limited parts and compressor warranty, *Requires registration within 90 days of purchase . Information Is subject to change wllhoul notice. Check local oodes. Prlnted 08/21/2018 14 • • • • • • • • • • • • • • • • • • Lot 25 T.I. HEATING PERFORMANCE DATA PACKAGED UNIT MODEL NO, AIR TEMP. AIR TEMP. ENTERING ENTERING OUTDOOR COIL INDOOR COIL 60 80 70 80 -f&o~ . ~ 70 80 60 40 70 80 60 30 70 80 60 17 70 80 60 10 70 80 HEATING PERFORMANCE DATA PACKAGED UNIT MODEL NO. AIR TEMP. AIR TEMP. ENTERING ENTERING OUTDOOR COIL INDOOR COIL 60 60 70 80 60 47 70 80 60 40 70 80 60 30 70 80 60 17 70 80 60 10 70 80 Johnson Controls Unitary Products 16-100.03 PHE4A2421 600 MBH COP KW 28.1 4.56 1.80 26.7 3.92 1.99 25.3 3.39 2.18 23.4 4.00 1.71 22.3 3.42 1.91 21.3 2.96 2.10 20.7 3.61 1.67 19.8 3.09 1.87 18.8 2.66 2.06 17.1 3.08 1.62 16.7 2.69 1.80 16.2 2.38 1.99 13.6 2.67 1.64 12.7 2.14 1.73 11.8 1.80 1.91 12.2 2.36 1.51 11.4 1.97 1.68 10.5 1.65 1.86 PHE4A3021 800 MBH COP KW 34.6 4.82 2.10 33.3 4.19 2.32 32.0 3.67 2.65 29.1 4.13 2.06 27.7 3.56 2.27 26.2 3.07 2.49 25.5 3.69 2.02 24.3 3.15 2.25 23.0 2.71 2.48 21.2 3.17 1.95 20.3 2.74 2.16 19.3 2.38 2.37 16.3 2.55 1.86 14.3 2.00 2.10 12.4 1.55 2.33 13.7 2.20 1.81 12.7 1.84 2.01 11.7 1.54 2.21 15 5005568-YTG-B-0715 IDCFM {~00) 1000 MBH COP KW MBH COP KW 29.3 5.06 1.69 30.6 5.63 1.58 27.8 4.34 1.87 29.0 4.82 1.76 26.4 3.75 2.05 27.5 4.16 1.93 24.1 ~\3.l) 1.63 24.9 4.66 1.56 23.0 3.70 1.82 23.7 4.00 1.73 21 .9 3.20 2.00 22.5 3.46 1.90 21.4 3.87 1.61 22.0 4.16 1.54 20.4 3.32 1.79 21.0 3.58 1.71 19.4 2.87 1.97 20.0 3.10 1.88 17.6 3.28 1.57 18.2 3.48 1.53 17.0 2.83 1.75 17.3 2.98 1.89 16.3 2.47 1.93 16.4 2.57 1.86 13.9 2.65 1.52 14.1 2.75 1.50 12.9 2.22 1.69 13.1 2.31 1.66 12.0 1.87 1.87 12.2 1.95 1,82 12.1 2.37 1.49 12.1 2.38 1.48 11.3 1.99 1.66 11.3 2.01 1.63 10.4 1.67 1.82 10.4 1.70 1.79 IDCFM 1000 1200 MBH COP KW MBH COP KW 35.6 5.06 2.06 36.6 5.29 2.02 34.2 4.40 2.27 35.0 4.62 2.22 32.8 3.86 2.48 33.5 4.05 2.41 29.6 4.27 2.03 30.1 4.41 1.99 28.2 3.68 2.23 28.7 3.81 2.20 26.7 3.19 2.44 27.2 3.31 2.40 26.1 3.82 2.00 26.7 3.95 1.97 24.8 3.27 2.21 25.3 3.39 2.18 23.5 2.82 2.43 23.9 2.93 2.38 21.4 3.22 1.94 21.6 3.26 1.93 20.5 2.78 2.14 20.7 2.83 2.13 19.5 2.42 2.35 19.7 2.47 2.32 16.1 2.51 1.87 15.9 2.47 1.88 14.5 2.03 2.08 14.5 2.06 2.06 12.8 1.63 2.29 13.2 1.71 2.24 13.6 2.16 1.84 13.6 2.13 1.86 12.6 1.81 2.03 12.4 1.77 2.04 11.4 1.51 2.21 11.2 1.47 2.22 11 • • • • • • • • • • • • • • Lot 25 T.I. ■YORK Project Name: Lot 24 Create Tl • MDC . Quantity: 1 Tag #: Unit 2•7 HIGH VOLTAGE CONNECTION 7/8" HIGH VOLTAGE CONNECTION 1-3/32" COMPRESSOR --~ ACCESS PANEL CONDENSATE DRAIN BLOWER 16-100.03 LX Series Page: 3 PHE4 -14 SEER Slngle Pkg. R-410A Heat Pump Unit Model #: PHE4A2421 System: PHE4A2421 !mansions an learanca , ---.,. !!'9'-'-", t'frt(~i1.11i111""'· .. e .. ,,,)1).~il}»,~~));:1 -- C ----HEATEXCHANGER ACCESS PANEL ACCESS PANEL LOW VOLTAGE CONNECTION Unit Dimensions Model A Dimensions B C I ~• H.A ".2"21 51-1/4 Jt)-J/4 47 I PHE4A3021 51-1/4 35-3/4 49 PHE4B3621 51-1/4 45-3/4 49 PHE484221 51-1/4 45-3/4 49 PHE484821 51-1/4 45-3/4 53 PHE486021 51-1/4 45-3/4 55 Unit Clearances Direction Distance (In.) Direction Distance (In.) Top1 36 Right Side 36 Side Opposite Ducts 36 Left Side 24 Duct Panel 0 Bottom 2 3 1 1. Minimum Clearance of 1 Inch all sldea of supply air duct for the first 3 foot of duct for 20 & 25 kW., zero Inches lhere after. For al olher heaters, zero Inch clearance all sides for entire length of duct . 2. Units must be Installed outdoors. Over hanging structure or sllrubs should not obscure outdoor air discharge outlet. 3. Units may be lnstaled on combustible floors made from wood or class A, B or C rool covering materials. Note: For units applied wtlh a roof curb, 1he minimum clearance may be reduced from 1 Inch lo 1 /2 Inch? between combustible roof curb material and this supply air duct . Uriltary Sales Tool v1.5.9.0 Information le subject to change wlthou1 notice. Check local codes. Prtnled 08/21/201 B 16 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 ■YORK LX Series PHE4 • 14 SEER Single Pkg. R-410A Heat Pump Project Name: Lot 24 Create Tl • MDC Quantity: 1 Tag#; Unit 2-7 n mens ons BOTTOM DUCT DIMENSIONS (Inches) REAR DUCT DIMENSIONS (Inches) Jo C A B A Model UnMlll)I Saloa Tool v1 .6.9.0 16 RETURN AIROUCT SUPPLY AIR DUCT A B . • SUPPLY . 15.6 AIR DUCT l . t . 6 . _t__=> I • ( +-A B C D Model A 24,30 9.6 36,42,48,60 13.6 lnformallon Is subject to change without notice. Checi< local codes. 17 Page:4 Unit Model #: PHE4A2421 System: PHE4A2421 ;~ Ii EJ UCT "I C I A--+ 4.3 B 22 14 Printed 08/21/2010 •••-o•• •••••••• ··••-• •• • •• -•• • FEATURES: • Painted hood and panel match factory color. • Designed for unit mounted down discharge and duct mounted horizontal discharge. • lndudes gravity backdraft damper. • Insulated panel. HORIZONTAL APPLICATION ~Vent 0-35% OUTSIDE AIR PACKAGE FOR YORK UNITS PCG48, PCE48 024-042 / PHE48, PHG48 024-030 Gravity Backdraft Damper ~ G11,,· ,J .. j Provent PIN OALXS35 RETURN OPENING DOWN DISCHARGE APPLICATION SUBMrTEDTO: -----------FORM NO: ~ WEJGHTI ~ ~ 6Lbs. '!' 0 0 0 w 3847 WABASH DRIVE MIRA LOMA, CA 91752 PHONE {951) 685-1101 FAX (619) 872-9799 COMPANY:------------f------,-----.--==-:-~:-=:--, JOB NAME: I DATE· I REV· I DRAWN BY: I OA-35 EQUIPMENT: ___________ 9/1112~15 . • CNG NOTES: ~ 0:, ••••••• • • • •• ••••••• FEATURES KNOCK-DOWN ROOF CURBS FOR YORK UNITS PROVENT PIN A EST. WEIGHT l SEISMIC KIT PIN CBKDLXS08 a· 43 Lbs. I • Roof curb perimeter made of 18 ga. PCG4A, PCE4A 024-042 / PHE4A, PHG4A 024-030 CBKDLXS11 11· 54 Lbs. KDKITLX galvanized steel. • Gasketing package provided. • Heat treated wood nailer provided. • Comer flanges are pre-threaded for easy 'I bolt on assembly. • Pitched, adjustable pitch/adjustable height, welded, dtfferent height, Isolation and calculated curbs are available. NOTES i• Attach ductwork to roof curb. Flanges of I duct rest on top of the curb. Support ductwork below the curb. Pre-Threaded Flange 31" 1/4-20 X 3/4" Bolt CORNER DETAIL .,•Provent ~ 3847 WABASH DR. MIRA LOMA, CA 91725 PHONE (951) 685-1101 FAX (619) 872-9799 CBKDLXS14 14" 65Lbs CBKDLXS24 24" 104 Lbs -r When conforming to CBC 2013 and IBC 2012, include optional seismic kit. Available on a• -14" Wood Nailer 1· Llr 1· ~7 'j_J ~ CROSS SECTION DETAIL SUBMITED TO: -----------FORM NO: PART NUMBER: ~~ I I I JOB NAME:____________ DATE: I REV: I DRAWN BY: EQUIPMENT: -----------10/7/2015 3 JG CBKD-150 CBKDLXS SERIES NOTES: • r-~ N 0, --i ~ '!' 0 0 i:::, (;) ~ <O • • • • • • • • • Lot 25 T.I. 16-100.03 LX Series Page: aYORK PHE4 • 14 SEER Single Pkg. R-410A Heat Pump Project Name: Lot 24 Create TI -MDC To ~gm's& t'.Ap:.c11v :$~s1t>'1ir ,r.;~ ·ia,.,. ~ AA'i61ent~We'm~\!IW Entering DB temp. Entering WB temp . Leaving DB temp. Leaving WB temp . Powerln ut Refrl erant Ambient DB temp. Leaving DB temp. Air temp. rise Power In ut Refrigerant Perfonnance Heatln Performance Entering DB temp. Supply air t~{~{'.~t ~o.O '"F~ 80.0 °F 87.0 °F 59.6 "F 57.2 "F 3.00 kW R-410A 60 °F 1200 CFM 80.0 °F Medium/ If) (4) Bottom 0.50 HP 0 ft. DIRECT Electrical Data Unit Model #: PHE4B3641 System: PHE4B3641 3Ton • LX Series Packaged Units are Manufactured at an ISO 9001 Registered Facility and Each Rooftop Is Completely Computer-Run Tested Prior To Shipment Unit Features • Unit Cabinet Is Constructed of G-90 Galvanized Steel with a Powder Paint Coating at 1000 Hour Salt Spray Tested • Bottom and Side Electrical and Gae Utility Connections • Easy Access to All Components • Single Piece Water-Shed Top Cover and Drip Edge • Field Convertible Duct Connections From Horizontal to Downflow Allows Greater Flexlblllty • Full Perimeter, Removable Base Ralls with Bull! In Rigging and Access Provisions • Non-Corrosive Condensate Pan Internally Sloped to Meet Strict Dimensions & We Requirements of ASHRAE 82-89 Indoor Quality Standard Hgt 49 In. Len 51 In. Wth 46 In. • Single Speed Scroll Compressor 1..:W:...:.Ee=.:l.z:h~t:...:.wi:..:;'th::..:....:..:fa::.::c~t :.:.,....;==~:.c.tl::.:o:..::nc::.s _______ 44.;..;.:8c....lc::.b=.:8·'--' • Compressor Is Internally Protected Against High Pressure and Temperature Note: Please refer to the tech glade for listed maximum static pressures • Standard Cooling Operation Down to 45 F I 1111 ~ • Variable Speed Direct Drive High Static Motor and Slide-out Blower •~~~~~-Assembly c uw ~ -a. Warranty • Standard 1-Year limited parts warranty. • Standard 5-Years limited compressor warranty . Unllary Sales TOOi V1 .5.8.0 lnformoHon 18 aubjecl to chango wlthoot notlco. Check local oodoa. Pllnle<I 08/21/2016 20 • • • • • • • • • • • • • • Lot 25 T.I. 16-100.03 ilYORK LX Series Page:6 PHE4-14 SEER Single Pkg. R-410A Heat Pump Project Name: Lot 24 Create Tl -MDC Refrigerant R-410A Heat Pum Performance ~ • .. au u ::~~.i~.A~ll Ambient DB temp. Leaving DB temp. Air temp. rise Power In ut Entering DB temp. Supply air Heatln Performance ~:~ID 47 °F 88.5 °F 28.5 °F 3.29 kW 60 °F 1600 CFM 60.0 °F Air Blower Performance Electrical Data Medium Bottom 1.00 HP 0 ft. DIRECT Unit Model#: PHE4B4841 System: PHE4B4841 (3) 4Ton • LX Series Packaged Units are Manufactured at an ISO 9001 Registered Facfflty and Each Rooftop Is Completely Computer-Run Tested Prior To Shipment Unit Features • Unit Cabinet Is Constructed of G-90 Galvanized Steel with a Powder Paint Coating at 1000 Hour Salt Spray Tested • Bottom and Side Electrical and Gas Utility Connections • Easy Access to All Components • Single Piece Water-Shed Top Cover and Drip Edge • Field Convertible Duct Connections From Horizontal to Downflow Allows Greater Flexlblllty • Full Perimeter, Removable Base Ralls with Built in Rigging and Access Provisions 1---------D-,--lm_e~nc.,;.s,;_;lc.,;.o_n_s__,&,..:..-,W_e'-l..._'.":7,------:-::---,-----i • Non-Corrosive Condensate Pan Internally Sloped to Meet Strict Len 51 In. 46 In. Requirements of ASHRAE 62-89 Indoor Quality Standard L,.;,,,;,..:.,;oc.,;,,;..;;c..:..:.,;.-=c..:..:.,;.L-"-inccs.;;,;;ta"'"lled~o.c.L;.;tcclo.;,,,.n"-s _______ 4_9_6--'-lb_s--'-.___. • Single Speed Scroll Compressor Note: Please refer to the tech guide for listed maximum staUc pressures • Compressor is Internally Protected Against High Pressure and Temperature 1 1111 -~ ·-~~~~~-c , .. --------~ =~ • Standard Cooling Operation Down to 45 F • Variable Speed Direct Drive High Static Motor and Slide-out Blower Assembly Warranty • Standard 1-Year limited parts warranty. • Standard 5-Years limited compressor warranty . Unitary Sale• Tool v1.6.9.0 lnformallon Is subject to change without notice. Cheek local codes. Printed 06/21/2018 21 • • • • • • • • • • Lot 25 T.I. 16-100.03 LXSeries Page:7 ■YORK PHE4 -14 SEER Single Pkg. R-410A Heat Pump Project Name: Lot 24 Create 11 • MDC ~s!l>l~;gr'· Airitiienl"o· emp. Entering DB temp. Enter1ng WB temp. Leaving DB temp. LeavlnQ WB temp. Power in Ambient DB temp. Leaving DB temp. Air temp. rise Powerln ut Entering DB temp. Supply air Refrl erant Performance Heatln Performance .:e.Maf:! 4'(FMB 5jj--• 80.0 •F 67.0 •F 59.3 •F 57.8 "F 5.39 kW R-410A 60 °F 2000 CFM 60.0 °F Unit Model#: PHE4B6041 System: PHE486041 (3) 5Ton • LX Series Packaged Units ere Manufactured et an ISO 9001 Registered Facility and Each Rooftop Is Completely Computer-Run Tested Prior To Shipment Unit Features Hlg • Unit Cabinet is Constructed of G-90 Galvanized Steel with a Powder Paint Bottom Coating at 1000 Hour Salt Spray Tested 1.00 HP • Bottom and Side Electrical and Gas Utlllty Connections 0 ft. • Easy Access to NI Components f-'--..J.'---------------□_I_R_E_C_T __ -1 • Single Piece Water-Shed Top Cover and Drip Edge "'I.T _____ E_l_e""'c""'tr..;..lc""a_l_D __ a"'ta-"-__ ;;fq~j~iu..-----i • Field Convertible Duct Connections From Horizontal to Downflow Allows Hgt 55 In. Wei ht with facto wth ,,, Greater Flexibility 46 In. 523 lbs. • Full Perimeter, Removable Base Ralls with Built In Rigging and Access Provisions • Non-Corrosive Condensate Pan Internally Sloped to Meet Strict Requirements of ASHRAE 62-89 Indoor Quality Standard • Single Speed Scroll Compressor Note: Please refer to the tech guide for listed maximum stalk: pressures • Compressor is Internally Protected Against High Pressure and Temperature • Standard Cooling Operation Down to 45 F • Variable Speed Direct Drive High Static Motor and Slide-0ut Blower Assembly n.■&3~*·•~-~ -'== ..-.• r:r C ~ _;:.. Warranty • Standard 1-Year limited parts warranty. • Standard 5-Years limited compressor warranty . Unitary Sales Tool v1 .5.9.0 lnfonnatlon Is subject to chango without notice. Chock local codes. Prlnled 08/21/2018 22 • • • • • • • • Lot 25 T.I. 16-100.03 COOLING PERFORMANCE DATA-5 TON PACKAGED UNIT MODEL NO. PHE4B6041 CONDENSER IDCFM 1600 ENTERING AIR IDDB BO 80 75 80 80 80 TEMPERATURE IDWB 57 62 62 67 72 57 T.C. 61.5 74.6 68.4 68.6 81.4 65.3 55/ 45 s.c. 61.5 46.4 47.0 55.3 37.3 65.3 K.W. 3.37 3.44 3.40 3.41 3.45 3.54 T.C. 58.9 66.6 64.2 67.4 77.8 62.3 65/ 55 s.c. 58.9 48.4 45.0 49.0 36.9 62.3 K.W. 3.69 3.75 3.74 3.n 3.82 3.87 T.C. 56.3 58.7 60.0 66.2 74.3 69.2 75/63 s.c. 56.3 50.4 42.9 42.6 36.5 59.2 K.W. 4.01 4.06 4.09 4.14 4.18 4.20 T.C. 52.5 54.1 55.0 61.5 69.1 55.1 85 /69 s.c. 52.5 47.9 40.8 40.5 33.4 55.1 K.W. 4.49 4.53 4.54 4.60 4.64 4.67 T.C. 48.6 49.6 50.0 56.7 63.8 51.1 95175 s.c. 48.6 45.4 38.8 38.4 30.2 51.1 K.W. 4.97 5.01 4.99 5.05 5.10 5.14 T.C. 44.5 44.3 44.1 50.1 57.4 46.5 105 / 83 s.c. 44.5 41.6 35.9 36.5 27.7 46.5 K.W. 5.66 5.68 5.66 5.71 5.75 5.83 T.C. 40.5 39.2 38.4 43.6 51.1 42.1 115 / 89 s.c. 40.5 37.9 33.2 34.6 25.2 42.1 K.W. 6.33 6.34 6.31 6.35 6.39 6.49 T.C. 36.5 34.1 32.7 37.1 44.9 37.7 125 / 95 s.c. 36.5 34.1 30.4 32.8 22.8 37.7 K.W. 7.00 6.99 6.97 6.99 7.02 7.16 HEATING PERFORMANCE DATA· 3 TON PACKAGED UNIT MODEL NO. PHE4B3641 AIR TEMP. AIRTEMP. ENTERING ENTERING 1000 OUTDOOR COIL INDOOR COIL MBH COP KW 60 41 .6 4.67 2.60 60 70 39.9 4.08 2.86 80 38.2 3.58 3.11 ➔60 35.3 4.14 2.49 .... 47 70 33.8 3.59 2.75 ,, 80 32.3 3.13 3.01 60 31.5 3.76 2.45 40 70 30.1 3.26 2.70 80 28.7 2.84 2.95 60 26.8 3.29 2.38 30 70 25.3 2.82 2.62 80 23.9 2.43 2.87 60 20.1 2.54 2.31 17 70 18.7 2.16 2.52 80 17.3 1.84 2.74 60 17.6 2.28 2.25 10 70 16.1 1.90 2.48 80 14.7 1.59 2.70 Johnson Controls Unitary Products 23 5163618-YTG-G-1017 1800 2000 BO 75 80 BO 80 80 75 80 80 62 62 67 72 57 62 62 67 72 74.6 70.4 70.6 80.6 69.1 74.7 72.3 72.6 79.7 49.2 50.6 60.0 38.1 69.1 52.1 54.2 64.6 38.9 3.59 3.56 3.57 3.61 3.72 3.74 3.72 3,73 3.76 64.4 65.8 69.2 78.2 65.6 62.1 67.4 71.1 78.5 48.6 48.5 53.0 37.8 65.6 48.7 52.0 57.1 38.8 4.06 3.90 3.93 3.98 4.05 4.37 4.06 4.10 4.14 54.1 61.2 67.8 75.8 62,1 49.5 62.5 69.5 77.3 47.9 46.4 46.1 37.6 62.1 45.4 49.6 49.5 38.7 4.53 4.25 4.30 4.35 4.39 5.01 4.41 4.47 4.52 52.4 56.2 62.7 70.5 57.8 50.6 57.4 63.9 72.0 48.3 44.1 43.8 34.8 57,8 48.6 47.3 47,1 36.2 4.85 4.70 4.76 4.81 4.85 5.17 4.87 4.93 4.97 60.6 61.2 57.5 65.3 53.5 51 .7 52.4 58.3 66.7 48.6 41 .8 41.6 32.0 53.5 51,7 44.8 44.8 33.8 5.17 5.15 5.22 5.26 5.31 5.33 5.32 5.39 5.42 45.1 44.7 50.2 58.2 48.6 46.0 45.4 50.3 59.1 43.9 38.2 39.0 29.4 48.6 46.0 40.4 41.4 31.1 5.64 5.82 5.86 5.91 5.99 6.00 5.99 6.04 6.07 39.9 38.5 43.0 51.4 43.8 40.5 38.6 42.5 51.7 39.3 34.7 36.4 26.9 43.8 40.5 36.2 38.1 28.5 6.50 6.47 6.52 6.55 6.66 6.66 6.63 6.68 6.71 34.6 32.3 35.9 44.6 39.0 35.0 31.8 34,8 44.3 34.6 31.2 33.8 24.4 39.0 35.0 31.8 34,8 25.9 7.15 7.12 7.16 7.18 7.32 7.31 7.28 7.32 7.34 I 10-eFM 1200 1400 MBH COP KW MBH COP KW 42.7 4.87 2.56 43.8 5.08 2.52 40.9 4.25 2.81 41.9 4 .42 2.77 39.1 3.73 3.06 40.0 3.88 3.01 35.8 I 4.23 I 2.47 36.3 4.33 2.45 34.2 3.67 2.72 34.7 3.76 2.69 32.7 3.21 2.97 33.0 3.29 2.93 32.0 3.83 2.44 32.4 3.90 2.42 30.5 3.33 2.68 31 .0 3.40 2.66 29.1 2.91 2.92 29.5 2.97 2.90 27.0 3.31 2.38 27.2 3.33 2.39 25.6 2.85 2.62 25.8 2.88 2.62 24.1 2.47 2.66 24.4 2.50 2.64 20.3 2.54 2.33 20.4 2.54 2.35 18.4 2.11 2.54 18.0 2.06 2.56 16.5 1.75 2.76 15.7 1.65 2.n 17.6 2.26 2.28 17.7 2.23 2.31 16.3 1.89 2.50 16.4 1.89 2.52 14.9 1.59 2.72 15.0 1.60 2.74 9 • • • • • • • • Lot 25 T.I. 5163618-YTG-G-1017 HEATING PERFORMANCE DATA -4 TON PACKAGED UNIT MODEL NO. PHE4B4841 AIR TEMP. AIR TEMP. ENTERING ENTERING OUTDOOR COIL INDOOR COIL MBH 60 56.5 60 70 54.9 80 53.3 ~60 48.4 ~47 70 46.7 80 45.0 60 43.3 40 70 40.5 80 37.8 60 37.5 30 70 35.2 80 32.9 60 28.4 17 70 27.2 80 26.0 60 25.8 10 70 24.1 80 22.4 HEATING PERFORMANCE DATA• 5 TON PACKAGED UNIT MODEL NO. PHE486041 AIR TEMP. AIR TEMP. ENTERING ENTERING OUTDOOR COIL INDOOR COIL MBH 60 70.2 60 70 67.6 80 65.0 ~60 58.4 ~47 70 56.3 80 54.1 60 52.5 40 70 49.8 80 47.0 60 36.2 30 70 39.5 80 40.9 60 29.5 17 70 27.6 80 25.6 60 30.1 10 70 28.4 80 26.8 10 16-100.03 1400 COP KW 4.87 3.39 4.29 3.74 3.80 4.09 4.33 3.27 3.77 3.62 3.32 3.97 3.94 3.21 3.36 3.52 2.88 3.84 3.50 3.13 2.93 3.51 2.47 3.88 2.71 3.06 2.33 3.41 2.02 3.76 2.53 2.98 2.13 3.30 1.80 3.62 1600 COP KW 4.50 4 .55 3.94 5.01 3.48 5.46 3.98 4.28 3.46 4.76 3.03 5.23 3.69 4.17 3.15 4.63 2.70 5.09 2.87 3.89 2.63 4.38 2.45 4.88 2.33 3.71 1.92 4.19 1.59 4.69 2.31 3.79 1.98 4.19 1.71 4.57 24 10, ;FM 1600 1800 MBH COP KW MBH COP KW 57.8 4.95 3.41 59.0 5.03 3.43 56.0 4.37 3.74 57.0 4.46 3.74 54.2 3.89 4.07 55.1 3.98 4.05 49.2 I 4.37 I 3.29 49.9 4.42 3.30 47.4 3.82 3,62 48.1 3.87 3.63 45.8 3.36 3.06 46.2 3.41 3.95 43.8 3.96 3.23 44,3 3.98 3.25 41.7 3.44 3.55 42.9 3.51 3.57 39.7 3.00 3.86 41.5 3.12 3.89 37.0 3.40 3.18 36.6 3.31 3.23 34.7 2.88 3.52 34.2 2.83 3.53 32.3 2.45 3.86 31.8 2.42 3.84 28.2 2.66 3.09 28.0 2.61 3.13 27.0 2.30 3.43 26.9 2.27 3.46 25.9 2.00 3.n 25.8 1.99 3.79 25.5 2.43 3.05 25.1 2.34 3.12 24.0 2.09 3.36 24.0 2.05 3.41 22.6 1.80 3.66 22.9 1.81 3.70 I IDCFM \!I 1800 2000 MBH COP KW MBH COP KW 71.2 4.54 4.59 72.2 4.57 4.61 68.4 3.98 5.03 69.1 4.02 5.03 65.5 3.51 5,46 66.1 3.56 5.44 58.7 3.93 4.36 69.0 r 3.88 l 4.44 56.5 3.44 4.80 56.8 3.42 4.86 54.3 3.03 5.25 54.6 3.03 5.26 52.8 3.61 4.28 53.0 3.54 4.38 50.4 3.13 4.71 51 .1 3.13 4.78 48.1 2.73 5.13 49.1 2.77 5.17 38.2 2.n 4.03 38,2 2.68 4.15 37.9 2.49 4.48 36.3 2.35 4.51 37.7 2.25 4.88 34.4 2.06 4.88 32.5 2.41 3.94 35.4 2.48 4.17 30.5 2.04 4.36 33.4 2.16 4.53 28,5 1.74 4.78 31.5 1.88 4.88 29.9 2.21 3.96 29.8 2.12 4.11 28.2 1.90 4.32 28.0 1.83 4.46 26.5 1.65 4.69 26.2 1.59 4.82 Johnson Controls Unitary Products • • • • • • • • • • • • • • • Lot 25 T.l. ■YORK Project Name: Lot 24 Create Tl • MDC Quantity: 3 Tag #: Unit 2·2, 2-4, 2-6, 2-8 HIGH VOLTAGE CONNECTION 7/8" HIGH VOLTAGE CONNECTION 1-3/32" COMPRESSOR --- ACCESS PANEL CONDENSATE 16-100.03 LX Series Page: 8 PHE4 -14 SEER Slngle Pkg. R-410A Heat Pump Unit Model#: PHE4B6041 System: PHE4B6041 (3) Dimensions and C earance ~ ---••• ---••. ',, I i(f~(!f,/{l(t,(1u" .. s .. ,))))lj)/J1\~)!»)), \ -. - C ~--HEAT EXCHANGER ACCESS PANEL DRAIN BLOWER ACCESS CONTROLACCESS LOW VOLTAGE CONNECTION PANEL PANEL Unit Dimensions Dimensions Model A B C PHE4A2421 51-1/4 35-3/4 47 PHE4A3021 51-1/4 35-3/4 49 :::,. PHE483621 51-1/4 45-3/4 49 PHE4B4221 51-1/4 45-3/4 49 ::;_ PHE4B4821 51-1/4 45-3/4 53 ::,. PHE486021 51-1/4 45-3/4 55 Unit Clearances Direction Distance (In.) Direction Distance {In.) Top1 36 Right Side 36 Side Opposite Ducts 36 Left Side 24 Duct Panel 0 Bottom 2 3 1 1, Minimum Clearance ot 1Inch al sides of supply air duct for the flrllt 3 foot of ductfor20 & 25 kW., zero Inches lhere after. For all other heaters, zero Inch clearance all sides for entire length of duct. 2. Units must be inslall8d outdoors. Over hanging structure or shrubs should not obscure outdoor air dlscharge oullel 3. Units may be Installed oo combusUble floors made from wood or class A, B or C roof covering materials, Note; For units applied wMh a roof curb, the mlnlmi.m clearance may bs reduced from 1 Inch to 112 Inch? between combustible roof culb material and this supply air duel Unitary Sales Tool v1 .5.9.0 Information Is subject to change wlthoot noUce. Check local codes. P~nted 08121/2018 25 • • • • • • • • • • • • • • • • • • • I • • • Lot 25 T.I. 16-100.03 LX Series Page:9 ■YORK PHE4 -14 SEER Single Pkg. R-410A Heat Pump Project Name: Lot 24 Create TI • MDC Quantity: 3 Tag #: Unit 2-2, 2-4, 2-6, 2-8 BOTTOM DUCT DIMENSIONS (Inches) __ ID +-16 ---II C i A B I, RETURN AtROUCT . • - C ...... __ ..... _____ __._ • 0 A l I Modal 24,30 -~36,42,48,60 SUPPLY AIR DUCT A 10 14 B 21.5 13.5 C 4.94 5 Unit Model#: PHE486041 System: PHE4B6041 (3) Unit Dimensions D 4.34 3.56 REAR DUCT DIMENSIONS (Inches) • 15.6 SUPPLY AIR DUCT l -1,-f---+--_ ... ___ .,_ • EJ 6 ..L_ lb'.)~--'.:::==:::i=':__ _ ___:<=l===='---1-...!(:,fal ._ A --.i.11--B ---.i.-A__.., .f.3 Model A B 24,30 9.6 22 36,42,48,60 13.6 14 Unitary Sales Tool v1.5.9.0 Information Is subject lo change without nollce. Check local codes. Pmted 06/21/2018 26 ·••-•········ • •• ••-• •• • FEATURES: • Painted hood and panel match factory color. • Designed for unit mounted down discharge and duct mounted horizontal discharge. • lndudes gravity backdraft damper. • Insulated panel. HORJZONT AL APPLICATION .,•Provent .,, :::,.....--.::: 0..J5% OUTSIDE AIR PACKAGE FOR YORK UNITS PCG4B, PCE48 048-060 / PHE48, PHG48 036-060 ~61/4" Gravity Backdraft Damper ~ ............. / ', ..... .... ' .... .... ..... 17 314• ,j~ [ju,~- SUBMrrED TO: __________ _ Provent PIN OALXL35 DOWN DISCHARGE APPLICATION FORM NO: OA-34 la WEIGHT! ~ :-l 7Lbs. Cf' 0 0 a t,J 3847 WABASH DRIVE MIRA LOMA, CA 91752 PHONE (951) 685-1101 FAX (619) 872-9799 COMPANY:------------ JOB NAME: ------------1 EQUIPMENT: -----------DATE: I REV: I DRAWN BY: I NOTES: 9/11/2015 -CNG N -.J •••• • • •• •• •• ProVentPJN Wt. FEATURES • Direct coupled style actuator standard. VERTICAL ECONOMIZER FOR YORK UNITS ECODLXLAC (Actuator Only, 2-10 VDC) • CA Trtle 24 Compliant • stainless steel damper side seals. • AMCA certified CD-60 Airfoil dampers blades. • Meets leakage rate as required by ASHRAE 90.1. • External linkage system. • Mechanically secured outside alr Intake filter. • Capable of introducing up to 100% outdoor air. • 16" X 14" X 7/8" (EXACT) Metal Filter included. FEATURES (When Ordered Wrth Control Options) • Fully modulating damper controls with enthalpy, dry bulb and differential temperature sensor options. • Selectable economizer changeover temperature set point • CO2 controller standard. Wall or duct mounted CO2 sensor provided as option: • CO2WM -Wall Mount • CO2DM -Duct Mount LEED ECONQMIZfR OPTION • ProVent PIN: FLOWECLXL • Outside air measurement for dilution utlllzing thermal dispersion technology and ASHRAE 62.1 compliant Provides LEED credit by supplying feedback on ventilltlon system performance ensuring that the ventilation system maintains design requirements. • Factory installed onto economizer standard. • Provides analog outputs for BMS, visual or audible alert, and generates an alarm when conditions vary by 10% or more of set point Economizer P-*48 ALL MODELS 1"1r ·/ ~y) Outside Air Intake Electrical Access Panel 30• =:j ?v ECOOLXLDB (Fu y Modulating Dry Bulb) 50Lb. ECODLXLEN (Fully Modulating Enthalpy) Note: For factory Installed LEED economizer option, part number FLOWECLXL must be added. Adapter Panel (Included) 7 ( I I I I I I \ I I ( I I I I I I I I I I I I I I I I I ) ., Thennal Dispersion Airflow Measurement System 0nJy Ruskin Company Model CO-60 Is AMCA Certified .,•Provent .,,, ~ 3847 WABASH DRIVE MIRA LOMA, CA 91752 PHONE (951) 685-1101 FAX(619)872-9799 SUBMITED TO: -----------FORM NO: PART NUMBER: COMPANY: I JOB NAME: I DATE· I REV· I DRAWN BY; EQUIPMENT: -----------11/4/2~15 2 • CNG EC0-501 ECODLXL Series NOTES: r !a. "' c.,, :-I ~ 0 0 0 <.,) "' 00 ··--······· ••• •••• • •••• ---·-- FEATURES KNOCK-DOWN ROOF CURBS FOR YORK UNITS PROVENT PIN A EST. WEIGHT SEISMIC KIT P/N 53 Lbs. I CBKDLXL08 a· • Roof curb perimeter made of"li g·a:. .. PCG4B, PCE4B 048-060 / PHE48, PHG48 036-060 CBKDLXL11 11· 64 Lbs. KDKITLX galvanized steel. "---=-..J • Gasketlng package provided. • Heat treated wood nailer provided. 1• Comer flanges are pre-threaded for easy I bolt on assembly. • Pitched, adjustable prtch/adjustable height, welded, different height, isolation and calculated curbs are avallable. !!QI§ I • Attach ductwork to roof curb. Flanges of duct rest on top of the curb. Support ductwork below the curb. Pre-Threaded Flange 41" / / 18' 1/4-20 X 3/4" Bolt CORNER DETAIL .,•Provent ~ 3847 WABASH DR. MIRA LOMA, CA 91725 PHONE (951) 685-1101 FAX (619) 872-9799 CBKDLXL14 14" 75 Lbs CBKDLXL24 24" 114 lbs ~ I When conforming to CBC 2013 and IBC 2012, include optional seismic kit. Available on 8" -14" 46 1/2" _tt ¥-l I 1· Wood Nailer _J ~ CROSS SECTION DETAIL SUBMrrEDTO: _________ _ FORM NO: PART NUMBER: COMPANY: ___________ _ CBKD-151 CBKDLXL SERIES ~~~ I I I EQUIPMENT: -----------DATE: I REV: I DRAWN BY: NOTES: 10/7/2015 2 JG r ~ N tn ~ ~ ~ 0 0 C> (..,) N (0 • • • • • • • • • • • Lot 25 T.I. FACTORY ROOF CURB WITH CANT STRIP, FLASHING & COUNTERFLASHING SUPPLY & RETURN AIR PLENUMS Wm-I SOUND INSULATION --=====:::---- 16-100.03 OA. INTAKE HOOD FOR CFM QUANTITY SEE SCHEDULES CONDENSATE DRAIN & TRAP EXISTING ROOFING &STRUCTURE ---FLEXIBLE CONNECTOR (TYP.) SMOKE DETECTOR ON ALL UNITS EXCEEDING 2000 CFM. NOTES: 1. FACTORY ROOF CURB SHALL BE MOUNTED AND SECURED TO EXJSTING PLYWOOD ROOF PRIOR TO FINAL ROOFING MATERIAL INSTALLATION ROOFTOP PACKAGED HEAT PUMP DETAIL NO SCALE ROOF MOUNTED MECH. UNIT FOR SEISMIC RESTRAINT, ATTACH AC UNIT TO UNIT MFRS ROOF CURB WITH #12 TEK SCREWS (MIN. 2 PER SIDE , MIN OF 8 TOTAL) NEOPRENE GASKET SUPPLIED BY MFR. WITH ROOF CURB. -----RUN ROOFING TO TOP OF CURB. • 3/8' LAG BOLT AND WASHER WITHIN 6' OF EA CORNER AND AT 24' O.C. MAX., MIN. 2 PER COUNTERFLASH TO CURB NAILER . ~-------WOOD NAILER SUPPLIED BY MFR . WITH ROOF CURB • • Sl□E--------RIGID MINERAL FIBERGLAS INSULATION OF THICKNESS OF ROOF CURB (MIN. A-VALUE 2. 5/INCH) 4x REDWOOD LEVEL STRIP , RIP CUT TO t-------FACTORY FURNISHED ROOF CURB PROVIDED BY UNIT MANUFACTURER. SLOPE OF ROOF ADDEDROOF-------- ROOF ----~,.,....u.:;;,;:a......;, ~ ROOFING , FLASHING & CANT p._....1£..--1-1i.......::"--~------=__£::::!:...=t -1 STRIP STRUCTURE BELOW CURB , SEE STRUCT. DRAWINGs-------- HEAT PUMP ROOF CURB DETAIL NO SCALE 30 • • • • • • • • • • : • • Lot 25 T.I. 16-100.03 C IJ.COOK ACE-B DATE: __________________ _ PROJECT: _______________ _ _,.i c@us [~ Downblast Centrifugal Exhaust Ventilator Roof Mounted/Belt Drive LOCATION: ________ -:--:-.---------- / i4(in) ~ ~.,,." ~ DIMENSION DATA Size A B o/ D G5T q. Ship Wt. Ro~if ~Pm;_99 60 2-7/8 23-9/16 2 IJ.1/8 18-11/16 2 18 70 2-7/8 23-9/18 2 -1/8 18-11/16 2 18 80 2-7/8 23-9/18 2 -1/8 16-11/16 2 18 100 2-7/8 23-9/16 :.h-1/8 16-11/16 2 18 120 1-13/16 28-7/16 ! ~7/8 20-5/16 2 20 135 2-3/16 28-7/16 , 17-1/4 20-5/16 2 20 150 3-1/16 32-7/8 '2~7/8' 23-3/4 2 24 165 3-9/16 32-7/8 :ZS:.3/8 23-3/4 2 24 180 3-15116 37-11/16 34-1/2 26-1/16 3 30 195 4-7/16 37-11/16 35 26-1/16 3 30 210 4-3/4 43-5/8 37-1/4 29-7/8 3 30 225 4-7/8 43-5/8 37-3/8 29-7/8 3 30 245 8-1/8 47-5/8 39-7/8 32-7/8 3 30 270 8-1/8 47-5/8 39-7/8 35-7/8 3 36 300 7-1/16 52-5/8 49-1/16 39-3/8 3 36 330 7-5/16 52-5/8 49-5/16 41-7/8 3 42 365 8-1/16 62-6/8 51-9/16 45-3/8 3 42 402 10-1/16 62-5/8 53-9/16 47-7/8 3 48 446 9-3/4 75-3/16 57-1/16 53-7/8 3 54 490 11-1/2 75-3118 58-13/16 58-3/8 3 54 540 12-1/2 81-15/16 60-5/16 62-13/16 3 66 ALL DIMENSIONS N NCI-ES. WEIGHTS IN LBS., LESS MOTOR. • ROOF OPENING SIZE FOR CURBS SUPPLIED BY COOK ONLY. STANDARD CONSTRUCTION FEATURES: 30 30 30 30 55 60 70 75 90 100 200 220 240 280 300 365 380 440 500 650 858 All aluminum housing -Backward Inclined all aluminum wheel -Two piece top oap with stainless steel quick release latches• Welded curb cap corners -Blrdscreen • Vibration Isolators -LIiting lugs • Permanently lubricated ball bearing motors -Static resistant belts -Adjustable pitch drives through 5 hp motor -Corrosion resistant fasteners • Regreasable bearings In cast Iron plllow block housing, rated at 200,000 hours average life -All fans factory adjusted to specified fan RPM -Transit tested packaging -Standard motors ship factory Installed. 13-1/2 13-1/2 13-1/2 13-1/2 15-1/2 15-1/2 19-1/2 19-1/2 25-1/2 25-1/2 25-1/2 25-1/2 25-1/2 31-1/2 31-1/2 37-1/2 37-1/2 43-1/2 49-1/2 49-1/2 61-1/2 FAN INFORMATION QTY MARK CATALOG NUMBER CFM SP RPM MOTOR TYPE: OOP (OPEN DRIP.PROOF); 2 SP (2 SPEED): X-PRF (EXPLOSION PROOF); TEFC (TOTALLY ENCLOSED FAN COOLED). B D / ' ll • b :~ b • o "l C / I -"' .... I/ . .... .,I ,,. l...1 I::___ \ _L I I ' A G • -. . f TSq. ACCESSORIES 1. DISCONNECT SWITCH 2. GRAVITY BACKDRAFT DAMPER 3. MOTORIZED BACKDRAFT DAMPER 4. RCG GALVANIZED CURB 5. RCA ALUMINUM CURB 6. EPOXY COATING 7. EPOXY PHENOLIC COATING 8. LORENIZED COATING 9. ANTI-CONDENSATE COATING 10. LESS BIRDSCREEN 11. TYPE "A" CONSTRUCTION 12. SPECIAL MOTOR INFORMATION !ACCESSORIES HP VOLTS HZ PH TYPE AC001R06 31 • Hazardous Materials Questionnaire ,: ,.. Record ID#: Not in System . . ..,. , : ~ •· J -:-Pk>n Check#: DEH2020-HHMBP-County of San Diego, Department of Environmental Health and Quauty • '1 • ~,u-~ -.. 009290 PO Box 129261, San Diego, CA9~~i1 i 1r··10· C"L (858) 505-6700 (800) 253-9933 ~.lac~.~ l_ ~rz tLuL·I Business Name Business Contact BUILD! J~~1Vtsio" Plan File# Millipore Sigma Oliver Castilleja Project Address City IState Zip Code APN# 2827 Whiptail Loop Carlsbad CA 92010 209-120-26-00 Applicant Applicant E-Mail Applicant Telephone# Ian Harris lan@sdpermitco.com 8582430741 The following questions represent the facility's activities, NOT the specific project description. PART I· EIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION· OCCUPANCY CLASSIFICATION:(Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): D Organic Peroxides D Water Reactives ll!I Corrosives D Explosive or Blasting Agents ll!I Compressed Gases D Oxidizers ll!I Cryogenics D Other Health Hazards ll!I Flammable/Combustible Liquids D Pyrophorics D Highly Toxic or Toxic Materials D None of These D Flammable Solids D Unstable Reactives o Radioactives PART II· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION IHMD\jf the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at(858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 10/1/2021 1. 2. 3. 4. 5. 6. 7. 8. YES NO ll!I D Is your business listed on the reverse side of this form? (check all that apply). ll!I D Will your business dispose of Hazardous Substances or Medical Waste in any amount? ll!I ll!I D D D D 0 Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? D ll!I ll!l ll!l Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? ll!l Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). D D D CalARP Exempt CalARP Required CalARP Complete Review Date: PART UI: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT {APCDI: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No'. the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes·, the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes'. the applicant may need to submit an asbestos notification form to the APCD at least 1 O working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. 1. 2. 3. 4. 5. 6. YES NO llil D l!l D D ll!l D ll!l li!I D D llil Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? Will the project involve the removal of any load supporting structural member? Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD f actsheet at http://www.sdapcd.org/info/factslpermits.pdf (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sdl for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Viral & Gene Therapy Operations/ Biotechnology Construction of biotech labs and general offices I declare under penally of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. (Bl; Fees Acknowledged: ll!l Samantha Chua 1/22/2020 Name of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMO• APCD FOR OFFICIAL USE ONLY DATE: ___________ _ RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCD COUNTY-HMO APCD ,#~,_.,,on ~~ ... Reviewed C2 • 06/11/21 -Alf !iO Dble/lnittaf$ ~ I' ~ D,ego (.~ •A stamp in this bOX.QDO'. exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ_HMD_HMBP _Questionnaire v 1.34 (2/2021) Printed on: 6117/2021 @ 11:58 AM SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORD ID# Pu,-1 CHECK # QUESTION.NAIRE BP DATE Business Name Business Contact Telephone# TBD SPEC SUITE Project Address Clfy State Zip Code APN#. 2827 WHIPTAIL LOOP. CARLSBAD CA 92010 209-120-26 Mailing Address City State ZlpCode Plan Fite#· Project Contact ROBERT PARK Applicant E-mail Telephone# RPARK WAREMALCOMl3..COM 858 .638-7277 The following questions represent the facll~• activities,. NOT the •~c· project de.scrlptlon, applicant must contact the ProtecliOn ency . uns or to an su • . Occupancy Rating: B (OFFICE) Facllty'a Square Footage (including Pi'Qposed projed): 8: 15,457 SF 1. Elcplosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. COmpressed Gases 6. Oxldizefs 10. C,yogenics 3. Flammal>le/Combustlble Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. RadoactiYes 13. Corrosives 14. Other Health Hazards !1S. None olfiiese. I , P~SAN ~NJY DEP~ENT.O~~~~~t! ~ ~If-the answer to <!f1Y olthe qisyes7~mustcontaii C<U!IY'ol . -w~~\e0Je~1~ Dlego,CA92123. . Cal (858) 506-6700 prior to the lssuarice of a buldlng permit. . . FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 0 CalARP Exempt YES NO • (for new i:onsbuctlon or remodelng proiecla) / 1. D 5' Is your business Isled ·on the reverse side of this fonn? (checlc all that apply). . Dale lnitiala 2. D 61' \Ml your bUslness iispose of Haza,:oous SubslanceS or .Medical Wasie In any amourt? 3. D 61' WII your business store or hancle Hazardous StJ>stances In quantities greater flan or ~ to 55 gallons, 500 pounds andlor ~ atic feet? • 0 CalARP Required , 4. □ 5. □ Isl Wll yo&.-business store or lade carcinogensfrepuctlve toxins in q quardy? jg' WII your business 111e art e>$tirlg or Install an mdergromd storage lank? Dall, 6. □ 7. □ ~ WII your business slore or tade Regulalled Sd>stances (catARP)? 51' WII your business use or lnstal a Hazardous Waste Tank System (rdle 22, Article 10)? D catARP Complete 8. □ jg' M your buuless slore. pelroleun in bns or OQIBMD al your facllywl'I a total a:ay_storage capacily elJ.ial to or IIB'I 1 3ZO ? C811fomia's • Petrollbn . . • Dllllt PART ■: SANl!!i~~CONTAOL 'Pl?,fPCT {APCQ); Any YES" answer requkes a slampfrom APCD 10124 Old ~ Road, San ~J:imajcdy~-~ttieA~ ~ .. .:=~~~=~~-::.~'!~:.:= re1J,in!men1s c:onlar:t APa>. Residences..ae lypicaly 8ll8l11pt. elCl:el)I -those with more-~ one~ on U. pn,perty; sflve 1Ju111rVs wilh more UBI iu dweling Ids; lownanes; anlos; milBckDlwnerdal ..,; delbenE IUns; resideuc;es ~ part of a largerPfllied. reams garages & srnal wldclngs.] YES NO •. • 1. D ISi" VWI lie prqed dillulb 160 apse feet or more of eJCilting bu~ .. .,as? 2. D fi/ WI_,, llal ~ ~ menms be~ Notllcalion may be seeped 10 Wlllling days prior'1a1111aa1y demollliolL 3. 0 0 (ANSWER <»LY F QUESTION 1 or 2 IS.YES) Has an asbes1m S11Nay beerJ pecbmed by a Celaed AslleAN. Ccnd:anl or Sile Slneilaf1ce Ted■li:iarO • 4. D 0 (ANS\M=R ONLY F QUESTION 3 ISYES) Basedonlhe suve.y ■-aas.. lliil llep,ojed disub _,, .... m,Mnil,g ~.-edal? Ni• alon maybe ■eqlin,d 10wadlirVdays priortow,1,alcii,u abestm·~ • IS( Wlt■e projector as-, Med COlllhdionequpnent emllawi•••••? Seek RMnesideoflliis Jann orAPCD fi!dslleet ~ u • .......,, ·•••mmmlllfJl•I) lorlftlical equpnert n:!quirq an~ pemil 5. □ 6. 0 0 (ANSWER otLY IF QlESTION 5 IS YES) WII lie project or-➔ Med anhctiDn eqaipnenlbe IDcllied llllliirl 1,000 feet of a school Brielydescdle lllmnelS aclhff • SPECULATNE OFFICE (BUSINESS Uf4KNOWN) I dedant...._.pmrall.yofpm)ayltiatlDllll!latofmy.,.,.,._.,-1111 ADAM ROBINSON NauneofO..-•Allaaimd prqei:t; :noN SPECUI.ATIVE OFFICE Tl II I (, / I& Dale FWEDEPARlla:NTOCCUPANCY'aASSFICATION:'. _______ __, ____________________ _ BY· . MTE: I ·/ BBl'l"m•,_..---.. ' -•l'JIIEBRJa __ ,_.. ......... OCICl!l'MICI' ..a .. nac•• --.y CDJllfl!Y..filllllll" ./A:n) .. ~-IMJ AIPQ) 0!ll!Jlllnrlr-HIIIIJ .NPm .. . . .. .. .. . .. .. A ..... lfll1lllill!llml!!!!ll.....-llllliillllalsffmllCCIIIJllllll!lll!lgmiaplillingallilllzandllwsl'rdllllll!riillllilllilaiinllall'IIBm.Olil!lrJ111111111lllfflllll~llllilf-ll~ IHllll-81l711 (fDIW/115}) «:llliulttfcdSllll!llllli!p-1D18111-IHarraalmlls...,_lsllliniC11111 ,, . ... . --.·:· .. ? • ;~·· '· i-j~:?~ ·"- • .... _ ;-. ·.-.:,:;~:--· ·•-'l)t:.~l1i{l,~?fitfu{~::1 • :.-~ ·.,·: • :~-(};;} .. ·. i,:•:: •. -'::\i.i':'o;. ~i_:lJ!1· ~l[:tJ~;f {/''._;~_\:-,';-\( • : .... \' . -~ ',, :?". ;;:~ ~"'.'·):i.~~~~- \ft~i~; -.. ~-~-.,..: ~-:.l; :.. ~... . t~ .,:-.., "<:••., .. -:~: :.-~~-:--,'.•;:~ _,._ I ;_.-:_ ~ ' ",. ~.,' . ~ ,~;:-·\'·~-~--· ~---~ ~,~:· 11;;;·,es:··, ·;/~~• ;~-';l)~'"\~,:b•; ~ ~- Building Permit Finaled C cityof Carlsbad Print Date: 02/07/2024 Job Address: 2827 WHIPTAIL LOOP, Permit Type: BLDG-Permit Revision Parcel#: 2091202600 Valuation: $0.00 Occupancy Group: B / S-1 #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Revision Permit Permit No: PREV2019-0116 Status: Closed -Finaled CARLSBAD, CA 92010 Work Class: Commercial Permit Revision Track#: Lot #: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2018-0622 Plan Check#: Applied: 06/18/2019 Issued: 07/17/2019 Fina led Close Out: 02/07/2024 Final Inspection: INSPECTOR: Description: SPEC SUITE: ADDITION OF ELECTRICAL ROOM AND ADDED EXTERIOR MAN DOOR Applicant: WARE MALCOMB ARCHITECTS ROBERT PARK 6363 GREENWICH DR, # 175 SAN DIEGO, CA 92122-5947 (858) 638-7277 FEE BUILDING PLAN CHECK REVISION ADMIN FEE FIRE Plan Review Per Hour -Office Hours MANUAL BUILDING PLAN CHECK FEE Property Owner : RAF GROUP LOT 24 LLC 315 S COAST HWY, # U-12 ENCINITAS, CA 92024-3514 (858) 314-3116 Total Fees: $471.00 Total Payments To Date: Building Division $471.00 Contractor: TFW CONSTRUCTION DEVELOPMENT INC PO BOX 220 DEL MAR, CA 92014-0220 (858) 759-1223 Balance Due: AMOUNT $35.00 $136.00 $300.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ('Cityof Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number CBC2018-0622 Plan Revision Number PK?,ev:;2 0 l 9---61/{p Project Address 2827 Whiptail Loop, Carlsbad, CA 92010 General Scope of Revision/Deferred Submittal: Addition of an electrical room and added exterior man door. CONTACT INFORMATION: Name Robert Park Phone 619-564-3697 Fax,__ ________ _ Address 3911 Sorrento Valle Blvd., Suite 120 City San Die o Zip 92121 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: IB] Plans []] Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page/s) where each revision is shown See attached sheet. 4. Does this revision, in any way, alter the exterior of the project? ~ Yes 0 No 5. Does this revision add ANY new floor area(s)? D Yes ~ No 6. Does this revision affect any fire related issues? ~ Yes □ No 7. Is this a complete set? D Yes ~ No ,.@'.$'Signature 7}J :5~ Date 06/18/2019 1635 Faraday Avenue, Carlsbad, CA 92008 en: 760-602-2719 ~: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov DATE: JUNE 27, 2019 JURISDICTION: CARLSBAD ✓. EsG1I A SAFEbuilt Company □ APPLICANT □ JURIS. PLAN CHECK#.: CBC2018-0622 (REV._3} -PREV2019-0116_ SET: I PROJECT ADDRESS: 2827 WHIPTAIL LOOP PROJECT NAME: CREATE -ELECTRICAL ROOM ADDITION 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 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: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: Email: Mail Telephone Fax In Person REMARKS: Note on plans Service labeling will be provided with a map for bothr!~~✓-rvices (4K & 2K) as per Sec. CEC 230. 72(8). Also note that arc labeling will be provided, for the elecw l ' as per CE C 110 .16. *[A new electrical room is being added for the new 2-K electrical service]. By: ALI SADRE, S.E. Enclosures: Approved plans enclosed. EsGil 6/20 9320 Chesapeake Drive, Suite 208 ♦ San Diego, Californ ia 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 WARE MALCOMB ARCHITECTURE I PLANNING I INTERIORS BRANDING I CIVIL ENGINEERING Plan Revision Date: 06.18.2019 To: City of carlsbad Subject: Addendum C Plan Revision Project Name: Project No.: From: Permit App. No.: Lot 24 TI -Cre•ate SDG 16-0009-01 Ware Malcomb CBC2018-0622 The following comments for the above referenced project were completed and can be located as indicated: 1. Sheet A0.1: Updated scope of work changes. 2. Sheet A0.5: Added enlarged detail bubble to added scope area. 3. Sheet A6.5: New sheet for added enlarged electrical room. 4. Sheet A7.1: Added door information on door schedule. 5. Sheet A8.2 : Added details for new electrical room. 6. Sheet S0.1: Added concrete expansion anchor notes. 7. Sheet S2.0: Add plans for new door supports. 8. Sheet M0.1: New exhaust fan in schedule. 9. Sheet Ml.1: New exhaust fan in ceiling plan. 10. Sheet M4.1: Added fan on roof plan. 11. Sheet MS.1: Added exhaust fan detail. 12. Sheet E-1: Installed new switchgear and new 2000 amp switchgear with gfci main and a (3) 200 amp meter sockets for future Tis. 10 Edelman, Irvine, CA 92618 P 949.660.9128 F 949.863.1581 RECEIVED JUN 1 8 2019 CITY OF CARLSBAD BUILDING DIVISION WISEMAN +ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS > 1- 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR Lot 24 T.I. (Panel Door Opening) 2927 Whiptail Loop Carlsbad, CA 92010 June 10, 2019 W+R Job #16-100.04 PREV2019-0116 2827 WHIPTAIL LOOP SPEC SUITE: ADDITION OF ELECTRICAL ROOM AND ADDED EXTERIOR MAN DOOR -0 2091202600 Suite 200 WRENGINEERS.COI CBC2018-0622 6/18/2019 PREV2019-0116 ( LOI ~~ 1 1 -;:,uong oacKS 16-100.04 Cales by: MOH WISEMAN + ROHY STRUCTURAL ENGINEERS BY MH DAJE VJ /lb PROJECT \...cl z.4-T\ -'?J)l§t>,UJ~~ SHEET NO. ---OF --- . l7€:$ \sM Ul.-(tet.,{A ~ -,~·• ~c. -\'i6pof(:J.®· .~ °llf~-f 7 ast:,t,c; (k3:,c.£ ,~o ~ lt..lL \) • 'Fp ~ o.4~ps:C kl ,:;; Q_.-Z.1,pyv =-L5.-i..;,,f Sp,; -, ~-U>'it . . .:t: -=-· (.,c:> ' •• --• -- JOB NO. 1 Co-l«2-o:+ %&ct]o~ lt--ttefYA -A"" -=-'1'Brl.o = --"' 4 r. ,qt;a:.-~") \~ =-\%pxf ~'2..'lC'2-~ A- c:4e.q...1~xe c.9"¥:::!c, .. " = ~(oe;, * w~W \)s,E; -H.CI.S &)'~X1/z... (~ (l..tSA) d>r-N:: l-?'i!.(~)(llo).: C.0<&>,i'f-'>'> O.t,Ct' ✓ ~ ' A,,. ''~ilk ~-• J/z} d>. ~ ... ,-z, v/ 2-11 ~J o~ tsee r~s-) LOI ~ .. 1 1 • ;:,crong oaci<.s 16-100.04 Cales by: MOH dd ew 4'-4" R.O. or ew lectrical room 91_511 1-011 8'-411 1-011 TYP.@ OFFSET ~ PANELS----.. ..-( 10'-1111 2 Lot .:~ 1 1 -;:,1rong oac~s 16-100.04 ~ ISEMAN +ROHY RUCTURAl ENGINEER S WIND LOADS (LRFD) Components & Cladding: Walls Cales by: MOH WIND LOAD TABLES PROJECT: Lot 24 -Tl (ASCE 7-10 Chapter 30, Part 1) LOCATION: Cartsbad 2015 IBC/ 2016 C8C I ASCE 7-10 (1/21/17) JOB NO: 16-100.04 ASCE 7-10 Section 30.4: Ht< 60 ft. Walls -Figure 30.4-1 Area < 700 square feet Eave Height = 34 ft Area greater of (Span x Width) or (1.33 x Span) Roof Slope= 0.25 :12 h = mean roof height (eave height for 9 < 10 deg) Roof Angle= 1.2 degrees Least Building Dimension = 300 ft GCP1 = +/-0.18 10% of least bldg. Dim = 30.0 ft Exposure= C 40% height= 13.6 ft Kh= 1.01 4% of least bldg. Dim = 12.0 ft K,1 = 1.00 Three Feet= 3.0 ft K.i = 0.85 V= 110.00 Corner Zone 'a' = 13.60 ft Risk Category = II % = 0.00256 K1 K21 Kd V2 I qh = 26.55 psf GCP Factors: Design Pressures 'p' {psf): Area Windward Leeward Zones Windward Leeward Zones sq. ft. 4 & 5 {cmr) 4 5 (corner) 4 & 5 (crnr) 4 5 (comer) 10 0.900 -0.990 -1.260 28.68 -31.07 -38.24 20 0.852 -0.942 -1.164 27.41 -29.80 -35.69 30 0.824 -0.914 -1.108 26.66 -29.05 -34.21 40 0.804 -0.894 -1.069 26.14 -28.53 -33.15 50 0.789 -0.879 -1.038 25.73 -28.12 -32.34 60 0.776 -0.866 -1.013 25.39 -27.78 -31.67 70 0.766 -0.856 -0.991 25.11 -27.50 -31.10 80 0.756 -0.846 -0.973 24.87 -27.26 -30.61 90 0.748 -0.838 -0.957 24.65 -27.04 -30.18 100 0.741 -0.831 -0.942 24.46 -26.85 -29.79 150 0.713 -0.803 -0.886 23.71 -26.10 -28.31 200 0.693 -0.783 -0.846 23.19 -25.58 -27.25 250 0,678 -0.768 -0.816 22.78 -25.17 -26.44 300 0.665 -0.755 -0.790 22.44 -24.83 -25.77 400 0.645 -0.735 -0.751 21.92 -24.31 -24.71 500 0.630 -0.720 -0.720 21.51 -23.90 -23.89 G Cp Is reduced above by 10% if the angle of the roof Is less t han or equal to 10 degrees. 3 6/10/2019 LO! ,:,. 11 -;:,irong oaCl<.S 16-100.04 Cales by: MOH N4 N3 ----------~------------..... ·-------·---.. _ . .,. ••••• ·•· ·--------. - Wiseman + Rohy Struct En1 - MDH f-------------···- Strong Back SK-1 ----··--------- June 10, 2019 at 11 :50 AM Strongback.r3d Nodes, Members and Fixety .__ _________ _,_ ______________ __;_ _____ ....1........ _________ _ 16-100.04 4 l.01 , .. 11 • .:>trong oaCKS 16-100.04 ~ z ~ X -~-· Wiseman + Rohy Struct En, ... - MOH 16-100.04 ~--.... -........ __ ,, ___ --... 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Calculetions\5 • RISA'Strongback.r3d] Page3 M ISEMAN+ROHY = KUCTUitAl ENG!NEE~S .klbNun'ber Modo!Name Wlsemon+RohySlruc!Ellg MOH 16-100.04 Sm,gBad< M§imber Section Deflections Seryice (By Combination) (Continued) June 10, 2019 11:57 AM CIMld<ed By: __ • i l 'f ™r w•~ 111~1 ::·--III l 181 f l~I P 11 Envelope A/SC 14th(360-10}: LRfP Steel Code Checks I 1 1M:t~ °":1r m:~1 'f I~ 1LT1r:1Lf gi .. tt&1tm:'Ys'Ms'lft1,'r'35,~~I RlSA-3D Version 17.0.2 [Z:\. .. \. .. 1. .. \2 • co. Celculations\5 • RISA\Strongback.r3d] Page4 • ~ r <p S: ~ I\ g.i, a= ~. f! a ::, cc 0 0 C> ~ f '!!:: 0 :r: ~ ,. "' <D •=IIS•• Hlltl PROFlS Envlneering-3.....,0_.M ___________________ _ www.lllll!.com Company: -Phono I Fax: I "-Spodlior. °""9-.: ~point Strong-----1 o. 2019 -DD: Spoclllof• com- 1 Input data Anchor type and cflOIIWlar. llem"'"'1br. E!lodlYe emboclmOnldeplh: -evaU011onStMcaRaoort: 1-1\lalicl: Proo(: S1ano-oCl'lnslalla!fon: -Baemolo!lal: !.-nation: - seiolricloado(<:at.C,D.E.orF) Geomo<ry P,..J& i..o.di"9 l)b, lnJbJ K-llolt1Z-CS1/Z(2) oot ovallable h,..., • 2.llOO In., h,.. ~ 2.375 In. Ca,t,cnStMI ESR-1917 3/1/2019 J 5/l/2019 Oeolgn Melhod ACJ 31&-14 / Mech. --,-4000.t;•4,000pal;h•7=1n. hammer dr1led bolo, lnstallollon condition: Ory 9iii _, ardlllon 8, -. condlllon B; no ouJll)lomonlal opl1mn; n,infcroomonl p,_,I edge~ nocwor< No. 4 W T..-.ion load; yeo (17.2.:3.4,3 (d)) S-load: >""' (17 2.3.5.3 (c)) 4 0 ~ ~---,_.,....,...,....oi:rllmltr ..... ....,.,----.wld ... ~ P"°"5~(c)JtOS-l011HIIINi.R."4MIKat'MII lW••~T~d.-At.,SdlNf'I &'10/2019 • i = ii S • • ----------------------Hlltl PROAS EngllMertng 3.0.44 www.hllU.c<lm company: -PhonolPC>c °""llr'C F-.nvpoi,t I ~ ""1<:111:d -Jun 10. 2019 1.1 Doelga ruulla ca.~ com-1 2 Load casa/Rasultlng anchor fon:es J.oad caoo: Design ioms --[I,] Toreian force: (+Tension.~) Pago: Specllor: E-Mail: ~ Fan:es .!!>l!.Momomo Jnlbl N • ee&; v,. • 0; V, = O; M,,•O;M,•O;M.,•O; -T..-ilofoo Sl>Nrforco S-,ton,o~ si-t'1ltce1._ -0 0 0 max. aJl'la1de ccmpreu!ve .tr1iri:. -(Ji.) ,-.concre1ec,omp,eMNe--IP-1 ,--'llng-loroo In (Jr/y)-{O.llOOI0.000~ 0 [lb) ~ comp,eulon fon:e In (x/y)=(0.000/0.000): 0 !1b1 3 Tension load J...aadN•[lb] ~♦N,,(lb] S1ee1Slrenglh" 665 e.ozi PIIIO<.t&nngtti• NIA NIA Concnla Bmll<l>UtFalUre--1,483 • hllhaotloodod anchar --group (anchoi.ln-) """ ... ._._.ti.~b'~---....... ~--~ PR'OFlS ~(c)~· tWN..A..•IMMSO.. Hllifa~T.-...tdl-atla,act... 2 11110/2019 -Max. U1I. -[%) no 46 \IIIIID!!on P. -N..I+ N. -9 OK i'¥A NIA 46 OK 2 -r a, 0 ' -0 I\ o.:: o- .i,.-;- CJ a ::, co a 0 Ill g CT '< ~ 0 ::x: Pi ~ -0 •=liS-U Hilt! PROFISEnlllllNrlnll-3-.0-..44 ___________________ _ ,..,...-_,, ec,-np.,y: Ad<ll9M: I Page: Specillor. E-Mail: Pllonelfax Oeoign: Sttangb6d< Anchcn -.llln 10. 2019 Dair. F~pc!nt 3.15-Stnonglh N,. •ESR'iUUI ♦ N,. ~N,., -10 ICCES ESR-1917 ACI 318-14 Table 17.3.1.1 v..- A,.,. [1n. i r,.. (pol) 0.10 106,000 Cllculotlono ~ 10,705 -Its ~ 10.705 ♦-0.750 3.2 COllcrau ll<Ml<o<.C Follure N,. -~) ..... ,,.,. ..,...,"" ♦ N.~N,., ,_ 1.000 A,,,. oeoACI 318-14, Sodl«I 17.4.2.1, F",g. R 17.A.2.1(b) ......, •911!, ..,, ... •O.7+O.3 (~)~ 1.0 ..,.,,. •MAX(~.1-:-)51.0 "" =k,, 1. • .Jt\:: -11,,[ln.J ~pnJ ,, .. 2.000 ~ 1.000 CllQI_,. ~[In.'] ~[In.'] "!!.!! 36.00 36.00 1.000 -Its ~(I>] ♦-~-3,041 0.850 0.750 . ~ ~ 8,029 665 AC1318-1-4 Eq. (17.A.2.1a) AO 318-14 T-17.3.1.1 ACI 318-14 Eq. (1T.4.2.1c) AO 318-14 Eq. (17.42.l!b) ACI 318-14 Eq. (17.4.2.Tb) ACI 318-14 Eq. (17.A.2.2a) ~pn.J k,, 4.500 17 ... !!,!! ~(lb] 1.000 3.041 ·--♦ N,.llbl 1.000 1.483 ...... .,,.,,_.,..,.119..,__W~-.t'llh .... tonl9toN_.Wpll&.dll¥ PRDFIS~{c:)zit11,-201&Hr1/l,Q,.R.,Ml,fSct--. Hilfll•~Tllldlnal;'1fl"adNJ.W.. ~ 1.000 ~ - 3 6111V2019 i[pl,J 4,000 3 ,:1,s., Hlltl PROFIS Engineering-3-.0-..44,-,--------------------- www.hittl.com Company: -Phano I Fax: DM!gn: F-.gpolnt: 4 Shearload SINI Stronglh' Slool failun, (..till -ann)" Prycut stnr,gtt,• I SlrongbadtAnchn-Jwl 10, 2019 ...-v.lJl>J NIA NIA NIA Concretaedge laltn In --NIA 'hlgl,Ntloldedonchor -anc:11orgraupo-,tonchcn) 5Wamln!1$ ~ Spodtler. -Dols: Capacity♦ V, [lb] NIA NIA NIA NIA u-11v-v.,.v. NIA NIA NIA NIA 4 6/1!W2019 -NIA NIA NIA NIA • Tha-deolgn melhodsln PROl'lS ~ '"'P"' rigid anchor~ perOJmNll rog<iatono tAS 5216:2018,ETAG 001/AMaxC. EOTATR02Sa!c.1 Thlameonsload...-on1heandlcnduo1D-clotormll!onoalh:onohcrpla:aar9notconsldored•h onchorplalo 1e-..-1o bea.fflden#yotiff, In O<Wnotlo beCIO!Cfflled..nenN>jededtolhedalg,, ~ PRORS ~-1he mlnanum.......i anchorplala-wlh CBF1:M lo lml1he..,_al1he__,,plllla baNda, 1he~~-The proofiflhe rigid-plait na.rnpti0n ls Y81kl fe not can1ed out by PROF!S ~-Input-and l9Mlll8 ,,_ be Clleckad for ----!ho~ rondi~andb-~ • Cor--.Aapplleo_1ho_tiol_f•ilure-.. rmuedby8l,pplomonlaryrwlfo1C>OiilOltj)loparilonedltltilllhopolonlllll conawloflllo,a prlomlnll> lho-....-. CondJlo<I B apploo-lUChouppemen!J,,, 1eilobCOi1'""'fs notpruYldod. or...._pul!out Ofp<"j(U~- • -1c>tha,,__proc1tJCtr--.1or-~and--.· • Fcred<llicnal lrtornwlfon a!,cuACI 31hlronglhdooign pn,,rioions, plaN110 ID hllpo--~ • M .,.,,.,design appoac:h lorRUd...na uolgned 1D -~ C.logcry C, D, E or F Is glv9n in AC1 318-1,C, Cllapmr 17, Sedlan 17.2.3.A.3 (a)~ ~Ille~ deo9'i o1non9i11 cf an andlor0< p.,p alanchora be lmilod oyduollo-ldn. If lhil It NOT lho cue, tho oonnodlon dooign (tanslon) ohd Alisfy lho pr,Mllicna af _, 17.2.3.4.3 (b), -17.2.3.A.3 (c~ or Sedan 17 .2.3.A.3 (d). Tht, ca,Mdon ~ <--)shall~lhe .,..,.,._afSodlon 171".3 (a), Sa<fion 17.2.3.5.3 (b). «Section 17.2.3.3.3 (C~ • -.11.2.3,4-30,)/ sedlon 17.2.3.5.3(•),.,_tho _h anchoni --~ lo !ho ll1N<lln bedlslgned lo..-;o duc:llo yialdlng at■ load-~ IDanc:llor-no grN11orlhanlho~ d""'9nlhnglll. -.17.2.3.4.3 (c)/Sed!on 17.2.3.5.3 O,)WIIMl lhe duc!My__,,_ and roq.te 111e anchora1D bedooig,ledforllie .-,..,,-/.,_l10lcan be INnomlled lot.e s1Chcn bya nor>-ylold~-_, 17.2.3.4.3 (d}l-17.2.3.5.3(c)....,.,!holll:&'ly ~and r-iun lho dNisJ> $liw,ulhdlheand-aa mequal «..-lho __ , __ 1rom clellllnload _Iha!_ E. -..111 e- bye.- • Hlllpo1t-.-llllllbelnllaledin-wlh1heHl1!_Mnd_l_(MPll).IWtnlnceAC1 318-14, SedJon 17.8.1. Fastening meets the design cnterla! '°'P'lt .. and ........ M~tw........,-"sh .... OOIIIC8clrw-Sb~ "'°"8-~(o)21)1:lU011tlillNJ.R.....-~ ............ T...-.rt;.i>WSNJ..9dalll 4 -r 0, 0 ' --I\. g~ a= ~ () Ill n en f CJ a :::, cc 0 Ill C, " "' ~ 0 :::c i = Ii S • • ----------------------Hlltl PROFIS EnglnNrlng 3.0.44 ...... .-.-. Comi-,y: -PhonelFax: ~"' F-ir,g point 6 Installation data _,_ --In lhefbcll,ro:. PIOle-..(lnl>ul):- I Stmngbadc And>ora -.run 10. 2019 Pag« Specillor: E-Mall: Calo: Anehof type and dlorN,b-: Kwik Boll TZ. CS 112 (2) 11am numller: not- -11,tque: 480 In.It> --In the----0.500 In. ttJledeptlllnthe--2.=ln. D!1lllng mellol: Jwnmerdrflled Minimum -of the-ma-:8.000 In. c.n!ng: Mon1ol cleanolg ol the drilled hole acconfmg lo I-• for uoe lo ~ Hiil l<B-lZal!Jd-wfll12.3761n errbedment, 112(2), ~alMl, inltliiation perES>l.-1917 .. , Raco,.w,-.odod_ Drtllng Cleeni_!!i SOC!rQ_ 8 6110.'2019 ·&hblell<myHorrnw • Pl-1),-d111blt ·---PL"'4' • Torque conlR>lled ...-. Impact !<JOI c:--c11.-Anchorln. Anchor " 'I.. ·~ ... i ---o:000~.ooo •.1 .sz. .,,_...,..,,__nutNCNGllldW~'41talh .... ....._ .. ,_~ P1tCIIMl~(c)200WO'IIHmNil.1"t..a,at.,_, >Will•~T~d ... /lG.~ • To,quewr9!1Ch -Hom,,- i = Ii S • • ----------------------Hlltl PROFIS Engineering 3.0M www.llllll.oocn ~ -Phorlo I Fax: DM!gn: FUWl!rG point I S1n>ngbadtMCl>cn--10, 2019 7 Remarb; Your Cooperation Duties ,,_, SjJOCffier. E-Mail: Cate: a 6110.'2019 • />,ry-al lnfbnnollonond --lnlhe-a,r-,, eololytho-otl-llti~ --bued cnlhe~ . ....,._ _ uaaflyn,gula1lclnsln-wl11tHlll'•----~.rn<>Ul'ltngend~nl!udlona,otc..111atmustbelllll:ay compledwllh by1he ..«. Alllglnooonlalnod1heroin.., _!lg<no, --~-aro1D bec:<>nd<x:lad priorw ..t,g theroleYantHIU pn,cliJcl. lhe ,_.. oflhe-camed oulby.,... ofdw __,,.., _-WVan111edcla )'Oii port In. "l1Mlnlfln, )'OU-the-~forlhe .-ot....._ Tio_,.,.._ end the -dt>e dala 1D be put In byyou. -.you-oole,_-,.forhevll-.glho,-,ltsollho-dlecbdon!-byan-,.~wlh,_-d1D a,mpianoo-..,.,._ nomw a>d permb, priorlO ~-fllryav~ facllty. The-. -only u an alcllO lnlerp,,t norms on<lpennb_WfY ___ •1D1ho--...,of.,,.._the--.on!lhe.-«t1>ereoullsoraJl!mlilyfi><a_., oppr-. • You must take o!1 -r•nd--1D _,lorllml~ caJMd bylheSoftws,,. In pe,1!a.w, )'OU muste,range tortho _..,. beclo.lp of--and data and, r..,.-. oorry out the updolN of1ho SOIIMre ol!en>d by Hltl an• '"IIUlor baolt.. llyuu do not - lhe ~-daio-,you mustonoun,lhal)'OU,... uomgthewrr.-tand thuo ~-«lhe5oftonrll In uc:h cueby"""Y"'lloulmonualupdalaovfalheHIIIW-. Hl'l'MI not be-for-. eucbaolhor--,olloltor~ - orprogmno.arioqi1h>rnaculpable-olcUybyyou. ....... n,...--.ad-'-'t:radorafl:r ..... __........,....,.,,.~ ""°"1S~C•>~aHaN;.Fl,,a,IMSdwa'! ._,..,...._.,....__dt-11114.~ a, r .:. S? 0" 0~ 0 -~--:- CJ a cS (') Ill 0 (/) 0-':': ~ 0 :x: C ~ (/) J'I) i=IIS•• Hlltl PROFIS Engll!ffring_3._0_.44 ___________________ _ www.l,llti.com ~ -Phonolftoc o..v,: -ngpmt Specffi,er's oomrnenlll; 1 lnputdata -~•nddlamelat: 11omrn,r-, ~ -!depth: Malotlal: Evawallon Sorv!ce ROl)Olt lsluodlV- Proot: I Sttt>ngbackl!ae-~10,2019 Kwik Boll lZ • CS 112 (2) notlMlllablo 11.,.. • 2.000 In., h,,_. = tn. Ca,o!,onSleol esR-1917 311/2019 I 511/2019 Design MICIIOd Pl;!, 318-14/Medl. -. • 0.000 In. (no~ t= 0.500 n. PoQo: Specffilll'! E-Mail: Oollo: iiii I Stan<k>l\'!- -plole., Pnrllle: I,, x 1, x I a 8.000 In. x 20.000 !n. x 0.500 In.; ~ pi.. INdCnHS: not~ ~ HSS (AISC), ~ (L X W X T) • 8.000 h. x 8.000 In. X 0.500 In. ---RaWoroomont 5'1iomic loods (cal C. D, E. oc F) "'1ICUd c:onemt, 3000, fo' = 3,000 psi; h • 11.000 In. ....,_,drilled hole,__, oondllfon: D,y i.-..lon:oord:!onB..i-, condllfon B;no~opam,g-..m.ntpn,oont ..y, reinfOR:emont none or< No. 4 llw Tonsicn load: ywg (17.U.4.3 (d)) Slleat!ood:)'M (1713.5.3 (el) •. Theonc:hor-tlonisbetladcnorigld-ptale~ o.omotry nn.l & Loodlng [I>, lnJb] ij ~--ft,_.n.111:tle...,_.,.~wll'lh-"IBQOOllllllloNnitDt~ Jl'twJll"ll~(o)2003-2011*Nl.PL ...... 8rcl'.-n tail•ftO&WldT~~14111N..W.., 6110/2019 " -r a, 0 ' --" i = II S • i _____________________ _ g~ o= .i,., HIit! PROFIS EnglM«lng 3.0.44 ---eomp.,y: Mil....: PhonolFax: Deal;n: ~point 1.1 0-91 ,-Its I Strongl>,,d<-• Jun 10. 2019 Page: Specillor: E-Mail: ooa: caa ~ Fon:a (l,J/Momonls Pn.ll>J Comblnetlon -1-N•-1,838; v.~66.S;V.,•O: I.I, •O; My= O; M,•O; 2 Load caae/R911ultlng anchor forces Loed.,..;lleolg,,loods --[lb] Tonoloo force: (+Tension.~) -Tlnlionfon:e Shaotfon:e 9-r-X -flx<a 1'_ 1 0 333 333 0 2 0 333 333 0 ,-. concn,te comp,ealve .trwn: 0,00 l'l,l --. OOl1<:l9la ~ -11 fps!] -.nng tlln!lon !on:a In (>tly)={ll.OOMl.000~ 0 Pb! 1-.ifng ..,,,__, -In (X/)')■(0.000/0.000): 1,838 (I,] Anchorforceo.,.c:a-buedon1hoasaunpllonotar1ijk!anohorpi.,.. 3 Tension load Load N.,[lbl COJ>IICIIY ♦ N,, lll>l s-lSlntovlh" NIA NIA PulQJ\Slrongtl" NIA NIA. eona..ta Breakoot nwre----NIA NIA "hig ___ ""anohori,oup(_ln_J ......... .....,.., __ .~ ... ~ .......... _..,_.,..~ PROFIS~(t)2CC3,,.m'II ... NJ.Fl.e4M~ Hlllll•~,.,..__d.,_14,&:t'IIM 8110/2019 5eilmic Max. UII. Anchor ~I no 19 ~ u a ::, cc ~ (!) I -• ~ o1 -P.•N..,,.N. NIA NIA. NIA. -NIA NIA NIA 2 0 Ill n (J) CT ".': ~ 0 :r: -c.., •=IIS•• ----------------------HI ltl PROFIS Engineering 3.0.44 www.hlltl.aom Compony: -Phono I Fax: Design: I ~-·.M110,2019 FMaingpm'II: 4Shearload LoedV.[lb[ SIMI Slreng':h" 333 SINlfallure(\'11111-annr NIA Pry<Us~-Oll5 Con<nloodge !ahnln dndion -NIA •h~t-anchor ""8'1C!lcrgr<)Ul)(,__anchcn) 4.1SIINl9trw,gth v., .. •ESR_.,. + v_av. Variables -lo ICC-ES ESR-1917 ACl311!-14T-17.3.1.1 _A,,.vPn,i f,. [pal 0.10 106,000 ~ ~--ll!>l.-5,495 - Pago: Spodffu. ,._ ~= Copoc;11y♦ v. llbl 3,572 NIA 3,687 NIA ______y,..,llbJ ♦-♦-♦ V-[t>] Vw[t>l 5,485 O.SGO 1.000 3,572 333 ..... ..,, ... ,.,..,.~..,....., ... ,,. .... ~--~ ~ ~ (c)2IXIS-a'II HIIINJ,./llA4MSdusn ~-.,..._.~dl-mAG,~ Utmzation l'v • VJ+ V • 10 NIA 19 NIA 6110/2019 -OK NIA OK NIA 3 i : 11 S • • ---------------------Hlltl PROFIS Eng"-ring 3.0.44 __ ____, eanp.,y: /\Mias: PhlnalFax: I Ceolgn: ~--Jun 10,2019 Faolri\g point '-2 PIJO<rt 8Cnngll, v.,. ·t.. Kt ),,..,. ..... .,.,, .... " l ♦ v,,,. ~via A,., -ACl31&-14, Sec11on 17.4.Z. 1, Ag, R 17.4.2.l (b) A,.., ;9~ ,,_ -( IDi;1,o 1+3 ..... •0.7+0.s(~:(1.0 •-•MAX(31i!l, 1;:-)s1.D N,, •t<_).,..Jtti!i' Vaiobloo ~ h,i[n.] •1:1ittllR,l 1 2.000 0.000 ... ~llnJ I<,, 1.000 4.!100 17 caiou-. A,,.[ln. i ~[ln.i "ml,!! n.oo 36.00 1.000 ltoaults V..,!lbl ♦-·-5,287 0.700 1.000 Page: Spo,:lllor. -0a1e: ACI 31&-14Eq. (17.li.3.1b) ACI 31&-14 Table 17.3.1.1 foO 31&-14 Eq. (17 .4.2.1c) ACI 31&-14 Eq. (17-42.4) ACI 31&-14 Sq. (17.4.2..Sb) AC13111-14 Eq. (17.4.2.7b) M:1. 31&-14 Eq. (17.4.2..2a) e•~~ 3o!io[ln.l 0.000 )., '[l>ol) 1.000 3,000 ·-,,..,. 1.000 1.000 ·-♦V-111>1 1.000 3,887 ~ .... ,_,..,,..be~b~--.,,. ..... ~Mldfllr~ PR0RS ....,_...(c)ZXD,ZtMtaN;... Fl,,e404~ .. -..~ ~'1ftell4.Sc:t.- •!!:!! 1.000 v.[t>_J __ 1565 4 11/1~19 i:i.-[ll>l 2.834 • ~r mo ' -~ I\ 8-" a= .i,,, CJ a ::, (0 (') e!. ~ CT ':<; s:: 0 I i ~ .I>, 1 : 11 S • • ----------------------Hlltl PROFIS Engineering 3.0.44 ......,_,,.__,, Canpa,y: A<ldrec PhonelFax: Page: Speoil',ot: e Ooolgo: -ingpoint I ~--Jun 10, 2019 E-Man: ~ 6110/2019 5Warnlngs • Thaanchordasign llllil!YJdsin PROFIS Engir-,ing roqun rigld """"°'PillOOPQrQllfflll regulal!0ns tl\S 5216:2018. ETAG 0011Annax c. EOTA TR0211efJ:.~ Toll,,_,,. load re-dlolr1l,utton on 111o-.... due10-dmrnialiono ol'tlwanchorpaa .. not--1ho sld1orplalell-1o beoufficlenllyOli!I. inonlornot1obe-""1on&ut,Jectod101heoosig,, io.tng. PROFISEngli-ir,g- 1ho m1nmun raqlClld andlorpleta-wllll CBFEM 1o l!mlltho-oflhoanc:t.or pla1lt 1>89ed on Ille~ e,q,lai'wldaboYe. Tho l)tfdllhe~ anchcrpilla auurnption II valid la natc:anlod outbyPROl'IS~ lnpuldala ond reoub rruotbe-for _.Wlhlho~c:ondlllononfor~ • COn<eonAappa.-.11>e~""'1Ct91efliluro-naoaedbylUl)l)lelnen1a,71oilruetar .. rtprtlpOflloned10!le11\epolmllial aincrwfdnprilminfoh!a1r\JclurallTIOmller.Ccndl1lonB~--~-isnotPIO"iilei!.Ofwllenlpulout crpryout~govems. • -10tho-~ll!or8!Ureloreleanlngandlnslallalionlnawcllano. • For llddlt1ona!-llboolACI 318 lt7onglh <1i1o11J1 prvvlolom, pi.... go1o hUps:/i>ubmll!llla.ah~Guldel • Ananclicrdai!J>~b"-aaigned10Sofomlcoalgncac.go,yc,o. EtrFlo~lnACl318,-14,Cl-,pllir17,Sealon 17.2.3.A.3(a)tlwt_... lhe_~ deolgn""•ng&, of-, ...,t,o,oc-groop ofanchora be llmilad by--lalln.111"iols NOT the ....., 111a anwdiondoolgn <--c,n}shall satllfylhe proylslcmScl5edlon 17.2.3.A.3 (b}. Section 172.3.0 (c). ors.cdon 17.2.3,4.3(~ The arneclion duign("'-')-sal!sfylhe ~of-17.2.3.S.3 (a). -17.2.~ (b), Cl'-17.2.3.6.3 (C~ • Soc:Gon 17.2..S.4.3 (b)/Saclfon 17.2.'-5.3 (•)'""'"'""'-Ille ancho<sa:9ocnnecllng 1o lheslludln bedaol;ned 10""4-0UCl!le yleldJng at a load leVol ~ 10 anchcrforcaa no greoler'hn hi ocn!n>Sng cloolgn ""•ngth. Seclion 17.2.3.4.3 (o)/-17.2.3.5.3 (b)wa,... lha duclJlty roqu!tamento and toqU08 lhe anohQ\'$10 be doagnod forlhe....,......,. _, __ can be lranMnltlod 1o 1ho -... t,ya non-yielcfing ..-s.dion 17.2.3.4.3 (d}/Sed!on 17.2.3.5.3 (c)..-thedJC!illly requ;..,,_ ond lllqUil-. lhodaol;n .t.tglhcllha inmnotoequol or .-lho moximurn-/lhear_,...,, cles!gn lolld ccmbina6onstha! l!dx!o E, 'Mlh E rna-1 bye.- • 1-flti~ancl>cnshlllbeinslded inac:cormncowf111 theHlll ___ lnolrudions(MPII} RM_,.,.N:1 31~14, Section 17A.1. Fastening meets the design criteria! ...... ,_...,...b.ct.....illr~wiliO....aii'I; ............. ...._.. l"ROA$~(c)~~NJ.FtA4MS--.. lt,1~T..,,,,_dl-MNJ..._ 5 i : ii S ;u _____________________ _ Hlltl PROFIS Engineering 3.0.44 www.l>IIII.-,, ~ -Phcno I Fax: P,ige: Spodl!er. 8 Doelgn: ~point I S!rt>ngbllck--.ui 10. 2019 -DIie: 61'10/'2019 6 Installation data Prolla: Squara HS$ (AISC). HSS8X8X.500; (l x W x l) = 8.000 In. x 8.000 n x0.500in. --ln1haffx1ure:d,=0.15153ln. --Qnpot): 0.5001n. Reccrm,ondedplalo_nol_ Ortl~ metllod: Hommordrtlled a..q--..i oloomgofC>eclrlled,_acx:ordln9to ir.tructiorw formo ls roqused. Ndatypeond lia'nofer. KMlcBdtTZ-CS 1/2(2) ~ runbat: rd- --.aon lon!Uo:480 In.I> __ .,hi --~ 0.BJO in. -00i,0\ln11ie baler-1&1:2.152Sln. ---ol'lliebn&,,,_.i: 8.0001n. tfll KB-TZilllld onchorwHh 2.379 In ombooo1ent, 1/2 (2), Carbon-.-~ESR-1917 ._, __ Dril>'lg --~Hommor • f'l-1Y-drllbtt ~-in. -X :t_ 0.000 ~.on 2 0.000 9.012 o, o. C1eri,g ·--- ' y , 4.000 4.000 ,~ . ' - } ~ I "' "'' 4-000 I .o.ooo I 0 ~ c.1. St. qMdlilll.-id,..... ... ___._~.,.,. .... ~ .... ...._.. P"ROAS~(•)a::io:,..att .. N1.RAM4~ taa■i.....-T~-._AQ,...., X ~ • Tc,qua c:orm,led _ ,,,.,_. !IDOi •T--• HamrTa- 6 ~r a, 0 .:.. ;::: g.i: o= ~. ~ a :::, <C () fl) ~ ~ s:: 0 :I: ~ "' Cll ~ 01 •=IIS•• -----------------------HI It! PROAS EnglMerlng 3.0.44 www.hlttcom Company: -PhonolFox: I "-Spo<:iller. 7 o.o;gn: ~point Strongbed< -• .b> 10. 2019 E-Mal: ~= 6/10/2019 7 Romarkll; Your Cooperation Duties • lvrf and all inlormation and data c:oralned In th•-<:mc:orn _,...ythe UM af Hllf p,oducls and.,.-., on 1ho ~. bmulu and ~ ,-g,.da:11ons In accordanee wltl Hlll't tecllnical d!redlono and oporallng, rna<rAro; and ~lnolrudlono, eu. that....,. be wld!y oompllad Wilh bytho lMO<. All llg,...DDnlalned lhe<eln --llgurN, and~ ----11N111, Do eondudad pllor1'> IJU'G thoreleYlr"ltl-ft procu:t. Tho ,-,Jtaafh oolc:uldona camad out by .--nooltho-....•o--,1!allyontha-you ix.tin. ~.you-Ille tole raaponol!,illlylorlhe at>Nnce a1.....-.. tho C0ffll)i0t8n ... end tho n,1evanca dthe data c, be put In by you. Moroovw,ynu --<NpOl,ol:Jilltyforhovlng lho-ollhoDlllwllllion ___ bytn~~-~lo oomp!lonce with~ norms and ponnb, prior to~ them for,...-~ W ity. Tho-. -only a an a!d lo'"-nonns andpsmb-.,yguorantM•1D1ho~o/orrois,the--lherel8Yonceaftho-,Jloorauiblb!lllyloraepedllc -.,pllcallon. • YCllnut-all~and-alepolo-0<-dor.-.goCOUNdby1ho-._ ln~,)'OUmustan-anQoloftha rog\Mr backup ot_..,.. and dala tncl, If 8lll)llcal>le, a,ryouttho up<WN of the Software a!fonid by I-ft on a regwor buil. If you do not- tho AUoUpdala funcllon ollho SOllware,you muol_,,. thotyou ... Ulingthacunonlinl ltiul ~-o/thaSoftwwo In_,,, CMO byQKryfng oul....,ol updoloo ... tha Hli1!_,__ HlllwlJI not be liable for-aa:tlMh ,_eryollool«dlmlgod c1ota orpn,grams, ariolng ltom • ..,_,.,.. 1>r.-o(<My by}'O<I. l,i,l,f:Clllllin:1,...matt..~-1:r~'lllhk.wrig~..it,,~ Pft0Rl~{c}~2D1I,_NJ.R.,,MN~ .... a~lNllllmdr;dtGIJ,,Q.ld-, ~r 0, 0 ' -~ " g.i: o = .i,., 0 ll> ~ CT ':': ~ 0 :I: 0, u a ::, co 0 ~ i:: Building Permit Finaled {city of Carlsbad Print Date: 02/07/2024 Job Address: 2827 WHIPTAIL LOOP, Permit Type: BLDG-Permit Revision Parcel #: 2091202600 Valuation: $0.00 Occupancy Group: B / S-1 #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Revision Permit Permit No: PREV2019-0072 CARLSBAD, CA 92010 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Status: Commercial Permit Revision Applied: Issued: Finaled Close Out: Final Inspection: Orig. Plan Check#: CBC2018-0622 Plan Check#: INSPECTOR: Closed • Finaled 04/01/2019 04/18/2019 Description: SPEC SUITE: REMOVE GRID CEILING, REVISE MECH DUCTWORK, REVISE PARTITIONS TO BE FULL HEIGHT Applicant: WARE MALCOMB ARCHITECTS ROBERT PARK 6363 GREENWICH DR, # 175 SAN DIEGO, CA 92122-5947 (858) 638-7277 FEE BUILDING PLAN CHECK REVISION ADMIN FEE MANUAL BUILDING PLAN CHECK FEE Property Owner: RAF GROUP LOT 24 LLC 315 S COAST HWY, # U-12 ENCINITAS, CA 92024-3514 (858) 314-3116 Total Fees: $185.00 Total Payments To Date: Building Division $185.00 Contractor: TFW CONSTRUCTION DEVELOPMENT INC PO BOX 220 DEL MAR, CA 92014-0220 (858) 759-1223 Balance Due: AMOUNT $35.00 $150.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov {'cityof Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL"' J= Development Services Building Division 1635 Faraday Avenue APPLICATION B-15 APR O 1 2019 760-602-2719 www.carlsbadca.gov Original Plan Check Number CBC2018-0622 Plan Revision Number Pt<&' 2Dr:l-0072 Project Address 2827 Whiptail Loop, Carlsbad, CA 92010 General Scope of Revision/Deferred Submittal: Remove ACT grid ceiling and lighting in open office, revise mechanical ductwork, Ii • • • • en office, revise artitions to be full hei ht. CONTACT INFORMATION: Name Robert Park Phone 619-564-3697 Fax'----------- Address 3911 Sorrento Valle Blvd., Suite 120 City San Die o Zip 92121 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~ Plans D Calculations D Soils D Energy D Other 2. Describe revisions in detail See attached sheet. 4. Does this revision, in any way, alter the exterior of the project? 5. Does this revision add ANY new floor area(s)? 6. Does this revision affect any fire related issues? 7. Is this a complete set? D Yes ~ No ,@'.$'Signature 7}J S ?.,,: D Yes D Yes 3. List page(s) where each revision is shown D Yes 1K) No ~ No ~ No Date 03/29/2019 1635 Faraday Avenue. Carlsbad, CA 92008 Eb,: 760-602-2719 ~: 760-602-8558 .E.maitbuilding@carlsbadca.gov www.carlsbadca.gov DA TE: April 8, 2019 JURISDICTION: Carlsbad ✓. EsG1I A SAFEbullt Company PLAN CHECK#.: CBC2018-0622 REV2 PROJECT ADDRESS: 2827 Whiptail Loop SET: I PROJECT NAME: CRE-ATE TI Revision □ APPLICANT □ JURIS. 1:8:1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: 1:8:1 EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: f Telephone#: Date contacted: (by: Email: Mail Telephone Fax In i:8:1 REMARKS: PREV2019-0072 By: Kurt Culver EsGil 4/2/19 Enclosures: Previously-approved plans 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 921 23 ♦ (858) 560-1468 ♦ Fax (858) 560-1 576 WARE MALCOMB ARCHITECTURE I PLANNING I INTERIORS BRANDING I CIVIL ENGINEERING Plan Check Resubmittal Date: 03.29.2019 To: City of carlsbad Subject: Addendum B Plan Revision Project Name: Project No.: From: Permit App. No.: Lot 24 TI -Cre•ate SDG 16-0009-01 Ware Malcomb CBC2018-0622 The following comments for the above referenced project were completed and can be located as indicated: 1. Sheet A0.1: Updated scope of work changes. 2. Sheet A2.1: Revised walls to be full height. r.,= IJ=f) APR O 1 2019 3. Sheet A4.1: Updated lighting layout throughout second floor. Removed ACT grid and recessed lighting. 4. Sheet AS.l: Revised finish transition location. 5. Sheet M3.1: Revised ductwork layout to accommodate open ceiling. 6. Sheet MS.l: Revised supply register details. 7. Sheet El.2: Revised Title 24 sheet. 8. Sheet El.4: Updated fixture schedule. 9. Sheet E2.l: Revised first floor linear lighting layout. 10. Sheet E3.l: Revised second floor linear lighting layout. 10 Edelman, Irvine, CA 92618 P 949.660.9128 F 949.863.1581 Building Permit Finaled Revision Permit Print Date: 02/07/2024 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 {"cityof Carlsbad Permit No: PREV2019-0038 Status: Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2091202600 Track#: Valuation: $0.00 Lot#: Occupancy Group: B / S-1 Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Construction Type: Orig. Plan Check#: CBC2018-0622 Plan Check#: Applied: 02/21/2019 Issued: 04/03/2019 Fina led Close Out: 02/07/2024 Final Inspection: INSPECTOR: Description: SPEC SUITE: REPLACE RATED WALLS W/ NON-RATED WALLS, ADD DOOR, ADD 4 WINDOWS Applicant: WARE MALCOMB ARCHITECTS ROBERT PARK 6363 GREENWICH DR, # 175 SAN DIEGO, CA 92122-5947 (858) 638-7277 FEE BUILDING PLAN CHECK REVISION ADMIN FEE FIRE Plan Review Per Hour -Office Hours MANUAL BUILDING PLAN CHECK FEE Property Owner: RAF GROUP LOT 24 LLC 315 S COAST HWY, # U-12 ENCINITAS, CA 92024-3514 (858) 314-3116 Total Fees: $321.00 Total Payments To Date: Building Division $321.00 Contractor: TFW CONSTRUCTION DEVELOPMENT INC PO BOX 220 DEL MAR, CA 92014-0220 (858) 759-1223 Balance Due: AMOUNT $35.00 $136.00 $150.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov Ccityof Carlsbad Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number CBC2018-0622 Plan Revision Number Pf<E_v2D(9 -0D3'0 Project Address 2827 Whiptail Loop, Carlsbad, CA 92010 General Scope of Revision/Deferred Submittal: Replace rated walls with non rated walls, added door, and 4 added windows. CONTACT INFORMATION: Name Robert Park Phone 619-564-3697 Fax~--------- Address 3911 Sorrento Valle Blvd., Suite 120 City San Die o Zip 92121 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: IB] Plans D Calculations D Soils D Energy D Other 2. Describe revisions in detail Replace rated walls with non rated walls, added door, and (4) added windows. 4. Does this revision, in any way, alter the exterior of the project? D Yes 5. Does this revision add ANY new floor area(s)? D Yes 6. Does this revision affect any fire related issues? ~ Yes 7. Is this a com lete set? D Yes ~ No ~ No 0 No 3. List page(s) where each revision is shown Ao ·\1 /\2.l 1A1 -I IR] No ..@'.S'Signature Date 02/18/2019 1635 Faraday Avenue, Carlsbad, CA 92008 Etr 760-602-2719 ,fax: 760-602-8558 .Emaitbuilding@carlsbadca.gov www.carlsbadca.gov DATE: February 28, 2019 JURISDICTION: Carlsbad ✓. EsG1I A SAFEbullt Company PLAN CHECK#.: CBC2018-0622 REV PROJECT ADDRESS: 2827 Whiptail Loop SET: I PROJECT NAME: CRE-ATE TI Revision D APPLICANT ~URIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted..:.---~ Telephone#: Date contacted: _.-> • f::IJ' ) Email: Mail Telephone Fax In Person 0 REMARKS: By: Kurt Culver EsGil 2/22/19 Enclosures: Previously-approved plans 9320 Chesapeake Drive, Suite 208 ♦ San Diego, Cali fo rni a 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576