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1923 CALLE BARCELONA; 143; CBC2022-0446; Permit
Building Permit Finaled (city of Carlsbad Commercial Permit Print Date: 07/12/2023 Job Address: 1923 CALLE BARCELONA, # 143, CARLSBAD, CA 92009-8457 Permit No: Status: CBC2022-0446 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel #: 2550120400 Valuation: $317,135.28 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Applied: 12/22/2022 Issued: 03/13/2023 Finaled Close Out: 07/12/2023 Final Inspection: 06/28/2023 INSPECTOR: Kersch, Tim Description: ALO: TENANT IMPROVEMENT TO EXISTING MERCANTILE OCCUPANCY (5502 SF) Applicant: Property Owner: Contractor: LYN DAVIES TREA NW FORUM AT CARLSBAD OWNER LLC DAVID HAYDEN 75 60TH STSW GRAND RAPIDS, Ml 49548-5771 (616) 493-9350 695 TOWN CENTER DR, # 17 COSTA MESA, CA 92626-1924 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $3,391.68 Total Payments To Date: $3,391.68 20634 N 28TH ST, # 110 PHOENIX, AZ 85050-4629 (602) 795-1263 Balance Due: AMOUNT $1,174.68 $194.00 $98.00 $16.00 $1,807.20 $13.00 $88.80 $0.00 Please take NOTICE that approval of your project includes the 11 lmposition11 of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition, You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ---------------·----------------------------, oy ( c:ity of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Job Address 1923 CALLE BARCELONA (The Forum Carlsbad) Suite: 143 APN: ----· ----------- Tenant Name: ____ A_Lo ___________ _ Lot#: Year Built;-----Occupancy; MERCANTILE V E] E] Construction Type_· _____ _,-ire Sprinklers; yes no A/C: ye, no SR!fF nfSCRIPTION OF WORK TENANT AL TERA Tl ON OF EXISTING SPACE, TO UPFIT NEW TENANT. 'ALO' D Additlon/New:, ___________ New SF and Use, ___________ New SF and Use, ___ Deck SF, Patio Cover SF (not including tlatwork) ~ Tenant Improvement: 5502 SF, _____ SF, Existing Use MERCANTILE Proposed Use MERCANTILE Existing Use ______ Proposed Use _____ _ O Pool/Spa:, _____ SF Additional Gas or Electrical Features? ___________ _ DD OD DD D Solar: ___ l<W, ___ Modules, ___ Mounted, Tilt; Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No f""'\. D Plumbing/Mechanical/Electrical Only: -------------------------- □ Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person lfsted as the Applicant below w;(f be the main point of contact throughout the permit process. PROPERTY OWNER Name: NORTHWOOD RETAIL APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT Name: LYN DAv1es Address: 1905 CALLE BARCELONA #200 Address: 75-60TH ST SW APPLICANT fjJ City; CARLSBAD State: CA Zip:._9_20_0_9 __ City; WYOMING State:_M_I __ Zip:,_4_954_8 __ _ Phone: 760479-0166 Phone: 616-493-9326 Email: LYND@PRECISIONPERMITS.COM Email: L YND@PRECISIONPERMITS.COM DESIGN PROFESSIONAL APPLICANT 0 CONTRACTOR BUSINESS APPLICANT 0 Name: THOMAS PIRTLE Ill ATM DESIGN Name: David Hayden Canst □Jction Address: PO BOX 13734 Address: 20634 N 28th $icee• Suite J JO City:ARLINGTON State:_r_x __ ,Zlp: 76094 City: Phoenix State': AZ Zip:_s_s_o_s_o ___ _ Phone: 81 7-265-2415 Phone: (602) 795-1263 A Email: torn@rlmciesign.LJS Email: dhayden@americanretaikontractors.com Architect State License: _c_-1_4_4_16 ________ State Llcense:762869 Bus. License: App IQ· 26269 1635 Faraday Ave Carlsbad, CA 92008 8-2 Ph: 760-602-2719 Fax: 760-602-8558 Paga 1 of 2 Email: Buih1\ng@carlsbadca.gov Rev. 08/20 GC ·· TO 8£ DEfERMINED · WILL PROVIDE BEFORE PMT Rf/ EASE IDENTIFY WHO Will PF.RfORM !Hf WORK flY CO/VIPI.ETliK; {OPTION A) OR iOPT!ON fl) !lElOW (OP!ION A): UCENSWCONTRAC_JOR DECLARATION: I hereby affirm under penalty uf petiury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: 0 I h,we and will maintain a certificate of consent to ~elf-insure for workers' compensation provided by Section 3700 or the Labor Code, for the performance of the work which thi!:i t,t!rmit is is:.ued. Policy No. ~==---------------------- [ii have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Citizens Insurance Company Policy No. WZDFD698809lcl'I----------Expiralion Date: -9/-l-WJWo,-------------- 0 certificate of Exemption: I certify that in the performance of the work for which this permit Is issued, r shall not employ any person in any manner so as to become subject to the workers' comµensa!ion laws ot California, WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to crlmin.ll penalties and civil fines up to $100,000.00, In addltron the to the cost of compensation, damages as provided for in Section 3706 of the labor Code, fn~rest and attmney's fees. CQ_"i?TRUCTION LENDING AGENCY IF ANY: r hereby affirm that there ls a construction lending agency for the performance of the work this per It is issued {Sec. 3097 (i) Civil Code). Lender's Name: NJ A lender's A CONTRACTOR PRINT: Davjd Hayden SIGN: (OPTION B): QWNER-BlJILOER OEClARATION: J hereby affirm that i am exempt from Contractor's license law for the fallowing reason: O I, as owner of the property or my employees with wages as their sole compensatlon, wm do the work. and the structure fs not intended or offered for sole (Sec. 7044, Business ::ind Professions Code: The Contr:::ictor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that sud1 improvement5 are not intended or offered for sale. If, however, the bullcfrng or lmprovement is .sold within one year of completion, the owner-builder wl/1 have the burden of proving that he did not build or improve for the purpose of.sale), 0 /, as owner of the property, am exdusivPly contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license law does not apply to an owner of property who builds or improves thereon, and contracls ror such projects with contractor(s) licensed pursuant to the Contractor's license Law). 0 Jam exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: 0 "Owner Builder acknowledgement and verification form" 11as been filled out, signed and dllJc:hell to t/1is app!icatiou. Proof of identlfh;ation attached. 0 Owners "Aut11orized Agent Form" has been fJJ(ed out. signed and attached to this application qwir.g the agent authon"ty to obtain the permit an the owner' behaff Proof of identltlcalion attached. By my signature below r acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by thi$ perrnit, I cannot legally sell a structure that! have built as an 0Y,mer~builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable !aw, Section 7044 of the Business and Professions Code, fs avmiab/e upon request when this application is submitted or at the following Web site: http://www.legin/o,co.gav/cofow.htmJ. OWNER PRINT: ____________ SIGN: _________ .DATE: ______ _ ~~_!CANT C:ER]:IF_I_C:I\TIQN: SIGNAT_lJflE REQUIRED AT THE TIME Of SUBMITTAL By my signature below, I certify that: I am the property owner or State of Colifomia Licensed Contractor or authorized to act on the property owner or contracto(s behalf. I certify that f have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentlooed property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL £/ABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF Tl f/S PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep end demo/Won or construction of structures over 3 stories in height. ( APPLICANT PRINT;_L_YN_D_A_V_IE_s _____ _ /Jq.l,,) DATE: ___ 12_._21_-_2_2_ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building(@c.arlsbadca.gov B-2 Page 2 of 2 Rev. 08/20 { City of Carlsbad OWNERS AUTHORIZED AGENT FORM B-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM Only a property owner~ contractor or their author;zed agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project (or Description of Work): __ T._E_N_A_N_T_A_L_T_E_R_A_T_IO_N_O_F_E_X_IS_TI_N_G_S_P_A_C_E __ _ 1923 CALLE BARCELONA SUITE 143 Project Location or Address: _____________________________ _ LYN DAVIES Name of Authorized Agent: __________________ Tel No. 616-493-9326 Address of Authorized Agent: ___ 7_5_-6_0_T._H_S_T_S_W ______________________ _ WYOMING Ml 49548 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Owner's Signature: ___ ~_'5_uf:-__ ~-+d+. ________ Date: _1_2_f_2_1_/_2_0_2_2_ Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 12/22/2022 Owner: TREA NW FORUM AT CARLSBAD OWNERLLC Issue Date: 03/13/2023 Subdivision: CARLSBAD TCT#92-08 GREEN Expiration Date: 11/13/2023 IVR Number: 45461 VALLEY Address: 1923 CALLE BARCELONA, # 143 CARLSBAD, CA 92009-8457 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Wednesday, July 12, 2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio Angie Teanio Status COMMENTS TEXT 617-939-3902 Ryan 617-939-3902 Ryan Passed Yes Yes Yes Yes Yes Created Date 06/14/2023 06/27/2023 Page 3 of3 " ,, 0 0 PERMIT INSPEGTIOt,tt{ISTORY for (GBC2022-0446) Permit Type: BLDG-Commercial Application Date: 12/22/2022 Owner: TREA NW FORUM AT CARLSBAD OWNER LLC Work Class: Tenant Improvement Issue Date: 03/13/2023 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status: Closed -Finaled Expiration Date: 11/13/2023 Address: 1923 CALLE BARCELONA, # 143 IVR Number: 45461 CARLSBAD, CA 92009-8457 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-44 209559-2023 Passed Tim Kersch Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Becky Falk Ryan 617-939-3902 04/28/2023 05/15/2023 05/15/2023 BLDG-85 T-Bar, Ceiling 210930-2023 Passed Tim Kersch Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLOG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 06/16/2023 06/15/2023 BLDG-Final Inspection 214293-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Yes BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final Yes NOTES Created By TEXT Created Date Angie Teanio 617-939-3902 Ryan 06/14/2023 06/26/2023 06/26/2023 BLDG-Final Inspection 215293-2023 Cancelled Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Yes BLDG-Mechanical Fina! No BLDG-Structural Final Yes BLOG-Electrical Final Yes NOTES Created By TEXT Created Date Angie Teanio 617-939-3902 Ryan 06/14/2023 06/28/2023 06128/2023 BLDG-Final Inspection 215693-2023 Passed Tim Kersch Complete Wednesday, July 12, 2023 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0446) Permit Type: BLDG-Commercial Application Date: 12/2212022 Owner: TREA NW FORUM AT CARLSBAD OWNER LLC Work Class: Tenant Improvement Issue Date; 03/1312023 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status: Closed -Finaled Expiration Date: 11/1312023 Address: 1923 CALLE BARCELONA, # 143 IVR Number: 45461 CARLSBAD, CA 92009-8457 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/24/2023 03/24/2023 BLDG-21 206181-2023 Passed Tim Kersch Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 617-939-3902 Ryan 03/23/2023 03/27/2023 03/27/2023 BLDG-11 206335-2023 Passed Tim Kersch Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 617-939-3902 Ryan 03/24/2023 BLDG-12 Steel/Bond 206334-2023 Passed Tim Kersch Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 617-939-3902 Ryan 03/24/2023 04/25/2023 04/25/2023 BLDG-84 Rough 208973-2023 Passed Tim Kersch Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 617-939-3902 Ryan 04/24/2023 05/01/2023 05/01/2023 Wednesday, July 12, 2023 Page 1 of 3 Job No. 22-1464 Sheet No. ---'-1 __ _ By Richard Dahlmann, P.E. Date 10-2022 R FEB er (iLJ L I CLIENT: /Fr) 8 2023 Lalire March Architects 630 9th Avenue, Suite 900 New York, NY 10036 PROJECT: Alo The Forum Carlsbad 1923 Calle Barcelona Carlsbad, CA H > I- GENERAL INFORMATION: CARUSO TURLEY SCOTT, INC. consulting structural engineers 1215 W. Rio Salado Tempe, Arizona 85281 480/ 774-1700 480/ 774-1701 (FAX) File: T:IENGIFORMSICALC COVER SHEET.DOC Dale: SEP 1999 CBC2022-0446 1923 CALLE BARCELONA #143 ALO: TENANT IMPROVEMENT TO EXISTING MERCANTILE OCCUPANCY (5502 SF) 2550120400 2/8/2023 CBC2022-0446 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ. 85281 480.774.1700 wwv,.ctsaz.com c e t L IN a Job Name --------------- Job No. Z 2..· I "I _~_"I ____ Sheet No. J N D ~ By ___ JZA_P _______ Date l O ... z,z IN ve"')< ?:;t_ -· ?i3 :; t-1 -· ') '7 A This is a beta relP.ase of the new ATC Hazards by Location website. Please contact us with feedback. 0 The ATC Hazards by Location website will not be updated lo support /~SCE 7-22. Eind 9qt wny_. L\TC Hazards by Location Search Information Address: Coordinates: Elevatlon: Tlmestamp: Hazard Type: Reference Document: Risk Category: Site Class: 1923 Calle Barcelona, Carlsbad, CA 92009, USA 33.0726342, -117.2661879 106 ft 2022-10-02T15:55:21.4272 Seismic ASCE7-16 II D-default Basic Parameters Name Value Ss 1.051 S1 0.379 SMs 1.261 SM1 • null Sos 0.841 So1 • null * See Section 11.4.8 Description MCER ground motion (period=0.2s) MCER ground motion (period=1.0s) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA ...,.Additional Information Name Value Description soc ;_ptrtr' f) Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv • null Site amplification factor at 1.0s CRs 0.891 Coefficient of risk (0.2s) CR1 0.904 Coefficient of risk (1.0s) n f"• I'\ At.:"A ll.Al"'r-_,..._,_ ---· ,_..., ____ , ___ ,. __ -'-·( 0 l.A}() ,,.,, "v:.. ,7 , 7,..3 lJ..J ,~ /"', $ 1:, A This is a beta release of the new ATC Hawrds by Location website. Please contact us with feedback. 0 Tt1e ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why, l\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: ASCE 7-16 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category I ----clsk Cate~-=-~'. __ Risk Category Ill Risk Category IV 1923 Calle Barcelona, Carlsbad, CA 92009, USA 33.0726342, -117.2661879 106 ft 2022-10-02T15:55:09.694Z Wind 67 mph 72 mph 77 mph .. 82 mph 89 mph 102 mph 107 mph ASCE 7-10 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category I Risk Category II .. Risk Category Ill-IV .... 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph 115 mph '.~o'"'-,u ' .. ~ ti ~ . . '~li·b tl1rirj1J(':· Anti-Bo 't~~tJ<:ff1~l,E,orest-'.".,/ Dese l ate F 1 . ·,· 'l"'i. e_g9.!.,· 1 -~..-: "'"\ ... _________ .... .. .. ~9.le, 1.~-~GI, Report a map error ASCE 7-05 ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated lo support ASCE 7-22. Eifid out Wh¼ Disclaimer Hazard loads are Interpolated from data provided In ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -In some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not It Is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and Its sponsors and contributors assume no responsibility CARUSO TURLEY SCOTT structural engineers 121 S YI. Rio Salado Po1kwoy, Suile 200 lempe, Allnno 8S281 1: 480 774-1700 f:480 774-1701 / www.1l1o1.co01 Job Name: Job No.: Sheet No.: By: Date: Jul-12 :· . ·: . -.. -·cr;,;;p~ucnt; & Cl~dding \i:1~ill L~a<li~1~: l~~a\'c / mcau ro'of h~ight ::: j5 ft -96 niph :-Exposure C] . · . ·, . . . . : . .,\SCI; 7•16 ~<ilinlJ, 30.3 ti, .S~0) 6;,J0 ,,-(j/~~O) .. . _____ _ . ·1,8 •1,6 •1.4 -0.2 0 ,0.2 10.4 ,o.e ,o.a +1.0 -11.2 v~~ ¾ (!."(pol\lrc• C K,.= 1.00 K,• o.85 K.= 1.00 10 I SI -ffi .... \.:!)&lSJ -- ~ - {-,pl, · •i•I rpttd • J srt l"'iJ {Tl. C, D . .f«rio• 26.1.1 ASC61-16,p,,z, 26q fF'«•" 26.8,1 ASCI.! 1-16,p,,g, 261/ {l',,6/, 26.6-1 ASQi NC,~ 266 (f,rdlibul/4,g, Kd = 0.IJJJ {Swi<• 16.1 ,.,rr,.w, U.9./ ASCE 1,16,N 161/ 500 ~ ·1.4 ·1.1 ·0.8 ,0.1 +1.0 10 20 1 10 20 50 100 200 5001000 500 (0.11 (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) ~.9) 10 20 50 100 200 500 t 000 \O~ 11.91 IUJ (1.31 (II.ti (<6.5)(92..~ Effective Wind Area. ft 2 (m2) Elfccllve Wind Area, fl 2 (m') .. = «= h = K,.= Figure 30.3·1 Components and Cladding [h<=60 ft] Figure 30.5-1 Components and Cladding, Part "-= IIUl:\111,;a>J •• = .,;,f(O,l)/LJ/1));/IM){h)J •• = •mxf(O.Ol)(UIDJ; J JI/ LJJI) • kttJ//,o,i~iJl•flllt~lloll 3 [h>60 rt) -rt--t+ WALL ELEVATION 900 9.5 15 0.85 ,-- {lHk 16.//-1 Arel! 1-16,p,,g, U9J {TH/126,11-I ASQJ 1-l6,i"',.v269/ {/I · ,..,..,,ef IK{r,i,ff {f.W.26./0,/ AS011-16,'°" 261, (K., = K, n.-,Ja1b}J Design F..qmlions {<f JO,)./) {lul>/,26./J./J C'lmt Prin11cd: IO/l/'1hll r , .... I I _ _1, ,,,.@ ~ .,,,_ .... r .... ..,._.,_, -Q61'~1¥1r4,.' 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FIRE 8I.DGl:llle NO ~ ~OP5 5EE AAGltl'fCT'$ DRAK ____ ... ____ .., ____ . .., _____________ .., __ .""'_ -------- -----------·--·------· ·-· le).,...,_ 6LU-LAH BEAM/BEAM SGHEDULE -,... -~-... .,.."v., -.... -.... .,.,. .. ,. -.... -.... ♦SH•2'tif2 -" --•MsSW -, ... -... .,.,.,r:1n2 -~-..... •SHx!B -~ -... ~--JC'4 -.. .,_..g. -.. , .... -" -.... , ... -... -.... , •• a -,,., -CUI , ... a -... -.,.. , •• .,v.i -... ---ue:1122ia -,,., --♦MXM~ -.,..,J!C. -i::::· -, --~ - ♦M•ZI --- •W41r»1Q .... .,....s;.. -::;:a ---... ... -• ----.., • ---.. -. ---... ... ---- ROOF NOTES ,or:ffllll:olrl..Jll,a!!tJIIOJZr.MaBpr--,.-...9" l'UlMHI.PJIIIIB.x:m:11..1.,m.~-FJl~...J"iff~~• ••ueor ~-· .~...--.ONTICl.letl!M_,,.,>WaRO ,"'4!1t.flCdillea I ON'lte~eaai:a""'"-TM -ICICIP-., #U.,.... ...,,_ 'H. ~ .....,_, NO'IDM MUllt (,-S,.c.aJHa. :z, ....... K9f!EIIRHJ.Sll,0'9NMN.teto!tft.llllH'lf #flOIOH,L.,a,r,,o.,,ffl'M,ccn,QllORal.AIIIJi.le -~=~iilii,'b,,. ... ~, STUD SGHEDULE ROOF DIAPHRAGM ---~,_,'%_ .. ~.8a.,"="1~.b ~-~ •~e:ie -·-...,,..,.0.£.•1'1111.A -~ ....... ,oz',O_-.:,-.e4~~ IU. ... "'5re.:ef'f'Ot)-»9(Jf,lli:S,ICMl'W.,.,. HON Sff11JC.1\JR.",,L t£.4,0£R ~ • sn ll'"n, ... -(7',!}ll.ll!tMIJ'I CP!l:ID'O'~U2MOO \P'10rz<('~-.&!ltM Ii ''\ Iii ~3 \IC I '!I ~ ~ Q! " ti Cl~ (l!jJ -wa:-;; ~CIIIC<JIIO-CD,. AS-BUILT ~- 56A ., .._ _}) Jl ~ v 7(fa °' ~ ~ CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, A7. 85281 480.77 4.1700 www.dsoz.com F,.., ·~ \_) s (:; Job Nome ______________ _ Job No. --'~:....1-_· -'-l"-f...;......;.-\,....;.'j ___ Sheet No. __ 1 __ _ By ___ ~_UVJ _______ Dote I 0-rt ~ ··3, 6 2... s t t.,-,_ ~ '?";. ~ , ~ '\le l) .1?.., 13 \) ·- Project Name: New Workspace Model: Stud wall Code: AISI S100-16w/S1-18 13.00 6.67 lb/ft Section: 250S 162-43 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo = 397.8 ft-lb Va= 1265.5 lb I= 0.30 in114 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of2 Date: 10/02/2022 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet Flexural and Deflection Mmax Mmax/ Mpos Bracing (ft-lb) Maxo (ft-lb) (In) Span 140.8 0.354 140.8 60.0 Dlstortional Buckling K•phi Lm brace Ma-dist Mmax/ (lb-In/In) Span 0.00 Bending and Web Crippling Support or Load Bearing Pt Load P(lb} (In} R2 43.3 1.00 R1 43.3 Bending and Shear Support or Vmax Pt Load (lb) 1.00 Mmax (ft-lb) SIMPSON STRONG-nE COMPANY INC. (In) 156.0 (ft-lb) Pa (lb) 287.3 287.3 Va Factor 393.5 Pn (lb} 502.8 502.8 Ma-dist 0.358 VNa Ma-Brc (ft-lb) 364.5 Mmax (ft-lb) 0.0 0.0 M/Ma Mpos/ Ma-Brc 0.386 lntr. Value 0.08 0.08 V+M lntr. Deflectlon (In) 0.481 Ratio L/324 Stiffeners Required? NO NO www.strongtle.com Project Name: New WorkSpace Model: Stud wall Page 2 of 2 Date: 10/02/2022 Code: AISI S100-16w/S1-18 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 R1 R2 43.3 43.3 Combined Bending and Axial Axial Ld (lb) Span 173.3(c) 0.0 0.0 Simpson Strong-Tie Connectors 0.31 0.31 Braclng(ln) Kyly Ktlt 60.0 60.0 0.11 0.11 0.00 0.00 0.1 1 0.11 Max K-phi Lm Bracing Allow KUr (lb-In/in) (In) load(lb) 153 0.0 156.0 998.9(c) P/Pa 0.1 7 lntr. Value 0.49 Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Connector Interaction Anchor Interaction R2 R1 43.33 43.33 0 173. By others & Anchorage Designed by Engineer By Others & Anchorage Designed by Engineer Simpson Strong-Tie Wall Stud Bridging Connectors Design Method== AISI S100 Design Bracing Number of Span/Parapet Length(ln.) Braces Pn(lb.) Span 60 3 0.0 Notes: 1) Values ln parentheses are stress ratios. LSUBH (Min)' No Soln LSUBH (Max)' No Soln 2) Bridging connectors are not designed for back-back, box, or built-up sections. SUBH (Min}' No Soln 3) Reference www.strongtle.com for latest load data, Important Information, and general notes. NA NA SUBH (Max)' No Soln 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. StMPSO~ STRONG-TIE COMPANY tNC. MSUBH (Min)' NoSoln NA NA MSUBH (Max)' No Soln www.slrongtie.com Project Name: New WorkSpace Model: Stud wall Code: AISI S100-16w/S1-18 13.00 6.67 lb/ft Section: 362S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched) Maxo"' 440.9 ft-lb Va= 1023.6 lb I= 0.55 in"4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 2 Date: 10/02/2022 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet Flexural and Deflection Mmax Mmax/ Mpos Bracing (ft-lb) Maxo (ft-lb) (In) Span 140.8 0.319 140.8 60.0 Distortlonal Buckling K-phl Lm brace Ma-dist Mmax/ (lb-In/in) Span 0.00 Bending and Web CriQQllng Support or Load Bearing Pt Load P(lb) (In) R2 43.3 1.00 R1 43.3 1.00 Bending and Shear Support or Vmax Mmax Pt Load (lb) (ft-lb) SIMPSON STRONG-TIE COMPANY INC. (in) 156.0 Pa (lb) 165.2 165.2 Va Factor (ft•lb) 434.5 Pn (lb) 289.1 289.1 Ma-dist 0.324 VNa Ma-Brc Mpos/ Deflection (ft-lb) Ma-Brc (in) Ratio 407.8 0.345 0.263 L/592 Mmax lntr. Stiffeners (ft-lb) Value Required? 0.0 0.14 NO 0.0 0.14 NO V+M M/Ma lntr. www.stronglie.com Project Name: New WorkSpace Model: Stud wall Page 2 of 2 Date: 10/02/2022 Code: AISI S100-16w/S1-18 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 R1 R2 43.3 43.3 0.0 0.0 0.51 0.51 0.08 0.08 0.00 0.00 0.08 0.08 Combined Bending and Axial Axial Ld (lb) Braclng(in) Max K-phl Lm Bracing Allow Kyly Ktlt KL/r (lb-In/In) (in) load(lb) Span 173.3(c) 60.0 60.0 108 0.0 156.0 1416.9(c) Simpson Strong-Tie Connectors Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector R2 R1 43.33 43.33 0 173. By Others & Anchorage Designed by Engineer By Others & Anchorage Designed by Engineer Simpson Strong-Tie Wall Stud Bridging Connectors Design Method= AISI S100 Design Bracing Number of Span/Parapet Length(ln.) Braces Pn(lb.) Span 60 3 2550.4 Notes: 1) Values in parentheses are stress ratios. LSUBH (Min)' OK (0.19) LSUBH (Max)' OK (0.13) 2) Bridging connectors are not designed for back-back, box, or built-up sections. SUBH (Min)' OK (0.13) 3) Reference www.strongtie.com for latest load data, important information, and general notes. Connector Interaction NA NA SUBH (Max)' OK (0.12) 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length Is larger than the span length, bridging connectors are not designed. StMPSON STRONG-TIE COMPANY INC. P/Pa 0.12 lntr. Value 0.41 Anchor Interaction MSUBH (Min)' No Soln NA NA MSUBH (Max)' No Soln www.slrongtle.com Project Name: New WorkSpace Model: Wall Stud -1 © e;Y"(\ l ,:$ \N t. t.A) t-1') Page 1 of 2 Date: 01/30/2023 Code: AISI S100-16w/S1-18 Simpson Strong-Tie® CFS Designer1M 4.2.0.13 18.00 Section: 600S162-33 (33 ksl) @ 16" o.c. Single C Stud (punched) Maxo = 950.6 ft-lb Va = 638.1 lb I = 1. 79 ln"4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations 6.67 lb/ft Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet Flexural and Deflection Mmax Mmax/ Mpos Bracing (ft-lb) Maxo (ft-lb) (In) Span 270.0 0.284 270.0 60.0 Djstortlonal Buckling K-phl Lm brace Ma-dist Mmax/ (lb-In/In) (In) (ft-lb) Ma-dist Span 0.00 Bending and Web Crl~(!llng Support or Load Pt Load P(lb) R2 60.0 R1 60.0 Bending and Shear Support or Vmax Pt load (lb) R1 60.0 R2 60.0 216.0 Bearing (In) 1.00 1.00 Mmax (ft-lb) 0.0 0.0 Pa (lb) 760.9 152.8 152.8 Va Factor 1.00 1.00 Pn (lb) 267.4 267.4 0.355 VNa 0.09 0.09 Ma-Brc (ft-lb) 852.9 Mmax (ft-lb) 0.0 0.0 M/Ma 0.00 0.00 Mpos/ Ma-Brc 0.317 lntr. Value 0.20 0.20 V+M lntr. 0.09 0.09 K•phl Lm Bracing Allow Deflection (In) Ratio 0.298 U725 Stiffeners Required? NO NO Combined Bending and Axial Axial Ld (lb) Braclng(ln) Kyly Ktlt Max KL/r (lb-in/in) (In) load(lb) P/Pa lntr. Value SIMPSON STRONG-TIE COMPMJY INC. www.stronglie.com I IA ill Project Name: New WorkSpace Model: Wall Stud -1 Page 2 of 2 Date: 01/30/2023 Code: AISI S100-16w/S1-1 B Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Span 240.0(c) 60.0 60.0 103 0.0 216.0 Simpson Strong-Tie Connectors Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector R2 R1 60.00 60.00 0 240 By Others & Anchorage Designed by Engineer By Others & Anchorage Designed by Engineer Simpson Strong-Tie Wall Stud Bridging Connectors Design Method= AISI S100 Design Bracing Number of Span/Parapet Length(ln.) Braces Pn(lb.) Span 60 4 3554.7 Notes: 1) Values in parentheses are stress ratios. LSUBH (Min)' OK (0.17) LSUBH (Max)' OK (0.12) 2) Bridging connectors are not designed for back-back, box, or built-up sections. SUBH (Min)' OK (0.14) 3) Reference www.strongtie.com for latest load data, Important Information, and general notes. 1974.B(c) 0.12 0.42 Connector Interaction Anchor Interaction NA NA SUBH MSUBH (Max)' (Min)' OK (0.11) No Sein NA NA MSUBH (Max)' No Soln 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length is larger than the span length, bridging connectors are not designed. SIMPSON STRONG-TIE COMPANY !NC, www.strongtle.com Project Name: New WorkSpace Model: Brace Page 1 of 2 Date: 02/01/2023 Code: AISI S100-16w/S2-20 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 --+ • R1 12.00 Section: 362S200-33 (33 ksl) Single C Stud (punched) +--@ R2 Maxo = 484.3 ft-lb Va= 1023.6 lb I = 0.65 in,..4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet Flexural and Deflection Mmax Mmax/ Mpos Bracing Ma-Brc (ft-lb) Maxo (ft-lb) (In) (ft-lb) Span 0.0 0.000 0.0 None 234.0 Dlstortional Buckling K•phl Lm brace Ma-dist Mmax/ (lb-In/in) (In) (ft-lb) Ma-dist Span 0.00 144.0 499.2 0.000 Bending and Web Crl1Z1Zllng Support or Load Bearing Pa Pn Mmax Pt load P(lb) (in) (lb) (lb) (ft-lb) R1 0.0 1.00 165.2 289.1 0.0 R2 0.0 1.00 165.2 289.1 0.0 Bending and Shear Support or Vmax Mmax Va Pt load (lb) (ft-lb) Factor VNa M/Ma R1 0.0 0.0 0.51 0.00 0.00 R2 0.0 0.0 0.51 0.00 0.00 Combined Bending and Axial Mpos/ Deflection Ma-Brc (in) Ratio 0.000 0.000 uo lntr. Stiffeners Value Required? 0.00 NO 0.00 NO V+M lntr. 0.00 0.00 Axial Ld Braclng(ln) Max K-phi Lm Bracing Allow lntr. (lb) Kyly Ktlt KL/r (lb-in/In) (in} load(lb} P/Pa Value SIMPSON STRONG-TIE COMPANY INC. www.strongtle.com Project Name: New WorkSpace Model: Brace Code: AISI S100-16w/S2-20 Span 184.0(c) Beam Reaction and Connections sueport Rx(lb) Ry(lb) R1 184.0 0.0 R2 0.0 0.0 None Page 2 of2 Date: 02/01/2023 Simpson Strong-Tie® CFS Designer1M 4.2.0.13 None 187 0.0 144.0 593.3(c) 0.31 0.31 Connector Anchor Simpson Strong-Tie Connector Interaction Interaction By Others & Anchorage Designed by Engineer NA NA By Others & Anchorage Designed by Engineer NA NA • Reference catalog for connector and anchor requirement notes as well as screw placement requirements SIMPSON STRONG-TIE COMPANY INC, www.strongtie.com 07950...A03 ~~ b i-, !'!: i I I I I!?. ~ M I 2 ~ ~~~ lo ~ ~ "' I ITEM NO I PAIT NO I DESCJUl'TION I MATtRIAl I Tlll~ESS I WlDTH I.ENGTII I QTT 079SO _ _CI09TFlOATINGSHa.F-\"SQUARET\JBE j ASTMAS13--l"SQ.T\JBE I llGA I 1 1/T 1.c-I 6 2 I cmso_oo, I WALLMOUNTRATBAR I FlATSARSTOO:: I 3W I 'Z' 8913/16" 3 I 07950_031 I STEB.SHIM I FtAT8AR STOO:: I 3/16" I 6" 11,r I 6 GMAW lYP. \} ---~ ~ x- N 1 '° ' ~ I ~ :,0 --.., .., ;& ii; I I +- ('] \f> -~ 6'~ :~ E. 0 ~ V> -;i 0 ;;: I;'-. ro rri ~ /\!--l ~ o- r I\ co J) ~ ., iF ·. ; ALO YOGA GMAW TYP. I"""""'~-..,_..._ .. lcur. l,fflt<fv,O.S BUILT IN SHELVING. 278" 1::: I ~ ,RETAJL FIXTURE, LLC_ I ICUS!: I --1-------------_ ... _0_IIS ___ L_FIXTU __ Rf._U_C._:I02_l --i ~'Jr04 :=:!::= I"'-"""" [iiii"iiu I EXPI.ODEO ASSEMBLY/ BOM A403 L CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ 85281 480.77 4.1700 www.ctsoz.com Job Nome --------------- Job No. '.?--"'2.. ~ I ""( b ·-t By (t'.,N.J 7 ✓, ' ,,,., _______ _ Sheet No. I> Dote I ()-'7_;?_ CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ. 85281 480.77 4.1700 www.ctsaz.com ftUli"'JlC ;. ·Job Name _____________ _ ,. l L , I '··{ f '-' Job No. ____ o_, ___ Sheet No. By ___ r-_..l'_./). ______ Date / o~ i:z.... . , f~,; =-, <"l f.:i w p --:::: z., e ri ~, P } ' . t,_.J f ,e ::! ?c-,._p. . .. F/r,~1.F -;:· ~7s~ (. i-) ~ J ~o/ frv~/l/4ve·1. C.·n . + ~-b . ~,71I '\{ T· .. ' I 7 . ' Project Name: New WorkSpace Model: Wall Stud at outrigger Code: 2012 NASPEC [AISI S100-2012] 15.10 6.67 lb/ft y 1 Point Loads P1 P2 P3 P4 Load(lb) 38 38 38 38 X-Dlst.(ft) 1.75 3.50 5.25 7.00 Sloped/Partial Loads Case Y1 W{Y1) lb/ft Y2 1 0.00 2.6 15.10 Section: (2) 362S162-33 (33 ksi) @ 16" o.c. Back-To-Back C Stud (punched) Maxo= 881.?ft-lb Va=2047.21b 1=1.10inA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Mmax Mmax/ Mpos Bracing (ft-lb) Maxo (ft-lb) (In) Span 619.5 0.703 619.5 60.0 Dlstortlonal Buckling K-phl Lm brace Ma-dist Mmax/ (lb-In/In) (In) (ft-lb) Ma-dist Span 0.00 181 .2 904.8 0.685 SIMPSON STRONG-TIE COMPANY INC. Page 1 of 3 Date: 03/20/2022 \ 7 Simpson Strong-Tie® CFS Designer™ 4.0.0.24 W{Y2) lb/ft 2.6 Ma-Brc Mpos/ Deflection (ft-lb) Ma-Brc (In) Ratio 877.3 0.706 0.524 U346 www.slrongtle.com Project Name: New WorkSpace Page 2 of 3 \ tJ Model: Wall Stud at outrigger Date: 03/20/2022 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong-Tie® CFS Designer™ 4.0.0.24 Bending and Web Cri(!(!llng Support or Load Bearing Pa Pn Mmax lntr. Stiffeners Pt Load P(lb) (In) (lb) (lb) (ft-lb) Value Required? P4x 38.0 1.50 1180.8 2066.4 619.2 0.44 NO P3x 38.0 1.50 1180.8 2066.4 607.0 0.43 NO P2x 38.0 1.50 1180.8 2066.4 499.7 0.36 NO P1x 38,0 1.50 1180.8 2066.4 297.4 0.22 NO R2 114.0 1.00 776.0 1552.0 0.0 0.06 NO R1 177.9 1.00 776.0 1552.0 0.0 0.10 NO Bending and Shear Support or Vmax Mmax Va V+M Pt load (lb) (ft-lb) Factor VNa M/Ma lntr. R1 177.9 0.0 0.51 0.17 0.00 0.17 R2 114.0 0,0 0.51 0.11 0.00 0.1 1 P1 161 .8 297.4 0.51 0.16 0.34 0.37 P2 107.6 499.7 0.51 0.10 0.57 0.58 P3 53.4 607.0 0.51 0.05 0.69 0.69 P4 39.1 619.2 0.51 0.04 0.70 0,70 Within Span (unstiffened) Unpunched Punched Location, X M(X) V(X) Span (ft) (Ft-Lb) (lb) lntr. Locatlon,X M(X) V(X) (ft) (Ft-Lb) (lb) lntr. Span 6.90 619.5 0.0 0.70 7.01 619.2 -39.0 0.70 Combined Bending and Axial Load Details Axial Ld Braclng(in) Max K-phl Lm Bracing Allow lntr. Value Span Span _(lb) Kyly KtLt KL/r (lb-In/In) (In) load(lb) P/Pa 276.3(c) 60.0 60.0 125 0.0 181 .2 3409.6(c) 0.08 0.74 Member Interconnection Spacing= 12 In See NASPEC D1 .2 for additional interconnection requirements Slm(!son Strong-Tie Connectors Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector R2 R1 114.00 177.92 0 276. By Others & Anchorage Designed by Engineer By Others & Anchorage Designed by Engineer Slm[!son Strong-Tie Wall Stud Bridging Connectors Design Method = AISI S100 Design Bracing Number of Span/Parapet Length(ln.) Braces Pn(lb.) Span 60 N/A NIA Notes: 1) Values in parentheses are stress ratios. LSUBH (Min)' N/A LSUBH (Max)' NIA 2) Bridging connectors are not designed for back-back,box, or built-up sections. SUBH (Min)' NIA 3) Reference www.strongtie.com for latest load data, important Information, and general notes SIMPSON STRONG-TIE COMPANY INC. Connector Interaction Anchor Interaction NA NA SUBH (Max)1 NIA MSUBH (Min)' NIA NA NA MSUBH (Max)' NIA www.slrongtle.com CARUSO TURLEY SCOTT structural engineers 121 SW. Rio Salado Parkway, Suite 200 Tempe, AZ 85281 480.774. 1700 www.ctsoz.com Ce/LtN<, Job Name ---------- Job No. 2, t.. I '·l G ... t 19 Sheet No. . By _ ____:/V'O:,..____::_ ______ Date -,-o,....;.. __ t..,-·l.._-- Fr __ ,Y ( I)( .,'ti'~ I )Vv'1 r-z .~-/f l \ ,...+-l, (,I ) )-=: , · ~--1 \J V p '{_ ., ,i 8 Wp "-/\Jr--;: -6P~r F),-::: L t-'F L"-J O•'>r) .,_-~ G •!u ''.'T~C I / -Z, I 1 fJ v"'(,\.)J3e,J S/,e "GY? rl tA./Y'I V'"'.;') V"V'1 \ 'l c.. ~ ·,Q I '-1 !ti u5e ~) *· e 59(,A,y wrrt~:s · ~ ,z.,.'oc.. .. -~ e-:; 1:-B &v.. V r~-z SO S 16r_:--·Y;;, A-~· ~ A ·l.c,.I' ~,1.e~ ·\, '; -p~:F l,5-"" p..tF 2, !. ,-,,f ~ ~ r~.P ,"t.. r-r f"" Project Name: New WorkSpace Model: Compression Strut Code: AISI S100-16w/S1-18 9.00 Section: 250S162-43 (33 ksi) Single C Stud (punched) Maxo"' 397.8 ft-lb Va= 1265.5 lb I= 0.30 in114 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 2 Dale: 10/02/2022 Simpson Strong-Tie® CFS Designer™ 4.2.0.13 Cantllever deflection ratio determined with length of 2 x parapet and delta of parapet Flexural and Deflection Mmax Mmax/ Mpos Bracing Ma•Brc Mpos/ Deflection (ft-lb) Maxo (ft-lb) (in) (ft-lb) Ma-Brc (in) Ratio Span 0.0 0.000 0.0 None 216.8 0.000 0.000 L/0 Dlstortlonal Buckling K-phl Lm brace Ma-dist Mmax/ (lb-In/In) (In) (fl-lb) Ma-dist Span 0.00 108.0 393.5 0.000 Bending and Web Crli;i12llng Support or Load Bearing Pa Pn Mmax lntr. Stiffeners Pt Load P(lb) (In) (lb) (lb) (ft•lb) Value Required? R2 0.0 1.00 287.3 502.8 0.0 0.00 NO R1 0.0 1.00 287.3 502.8 0.0 0.00 NO Bending and Shear Support or Vmax Mmax Va V+M Pt Load (lb) (ft-lb) Factor VNa M/Ma lntr. R1 0.0 0.0 0.31 0.00 0.00 0.00 R2 0.0 0.0 0.31 0.00 0.00 0.00 SIMPSON STRONG-TIE COMPANY INC. www.stronglle.com Page 2 of 2 Date: 10/02/2022 Project Name: New Workspace Model: Compression Strut Code: AISI S100-16w/S1-18 Simpson Strong-Tie® CFS Designer1M 4.2.0.13 Combined Bending and Axial Axial Ld {lb) Span 288.0(c) Simpson Strong-Tie Connectors Braclng(in) Kyly Ktlt None None Max KL/r 174 K-phi Lm Bracing Allow (lb-in/in) (in) load(lb) 0.0 108.0 707.2(c) P/Pa 0.41 lntr. Value 0.41 Support Rx(lb) Ry(lb) Simpson Strong-Tie Connector Connector Interaction Anchor Interaction R2 R1 0.00 0.00 0 288 By Others & Anchorage Designed by Engineer By Others & Anchorage Designed by Engineer Simpson Strong-Tie Wall Stud Bridging Connectors Design Method = AISI S100 Design Bracing Number of Span/Parapet Length(ln.) Braces Pn(lb.) Span Span NIA N/A Notes: 1) Values in parentheses are stress ratios. LSUBH (Min)' N/A LSUBH (Max)' N/A 2) Bridging connectors are not designed for back-back, box, or built-up sections. SUBH (Mln)1 N/A 3) Reference www.strongtle.com for latest load data, Important information, and general notes. NA NA SUBH (Max)' N/A 4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same. 5) If the bracing length Is larger than the span length, bridging connectors are not designed. SIMPSON STRONG-TIE COMPANY INC. MSUBH (Min)' N/A NA NA MSUBH (Max)' N/A www.slrongtle.com Unit Report For RTU-1 Project: Alo Yoga -Carlsbad CA Prepared By: Dylan Rankin Unit Parameters Unit Model: ..... ·-·····························48FCDM12A3M6•6U0A0 Unit Size:.·-·······-·······································-·····-·12 (10.0 Tons) Volts-Phase-Hertz: ............ -···························-····-····208-3·60 Dimensions (ft. in.) & Weight (lb.) ••• Unit length: ............................................ ·-··············7' 4.125" Unit Width: ....... ·-·····--············································4' 11 .5" Unit Height:.._··-·······-··········································4' 1.375" 09/21/2022 11:26AM Heating Type: ........................ ·-·····-·············-····-····················Gas ••• Total Operating Weight: ................................... 917 lb Duct Cfg: .................... _Vertical Supply/ Vertical Return Low Heat Single Circuit, Two Stage Cooling Lines and FIiters Gas Line Size: .......... ·-·····························································3/4 Condensate Drain Line Size: ................................ ·-··-·3/4 Return Air FIiter Type: ......................................... Throwaway Return Air Filler Quantity: .............. --···-···-····-·····················4 Return Air Filter Size: .......................... ·-···-····-··20 x 20 x 2 '" Weights and Dimensions are approximate. Weight does not Include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions end weights, refer to appropriate product data catalog. Selection includes construction throwaway filter into the base fan curve. This filter is not MERV Rated. Unit Configuration High Static (EcoBlue) Al/Cu -Al/Cu • louvered Hail Guards Electromechanical Controls w/W7220 Econo Controller Temp Ultra Low Leak Economlzerw/Baro Relief Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger • Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48FCDM12A3M5-6U0A0 Rooftoo Unit 1 Field Installed Accessories 20X20X2-M 13-R-P4 20x20x2 MERV-13 replacement air filters 1 Packaged Rooftop Builder 1.69 Page 4 of 20 Unit Report For RTU~2 Project: Alo Yoga -Carlsbad CA Preoared Bv: Dvlan Rankin Unit Parameters Unit Model: ................................. 48GCDM05A2M5-6UOA0 Unit Size: .............. _ ................................................. 05 (4 Tons) Volts•Phase-Hertz: ............................................. -.... 208-3-60 Dimensions (ft. in.) & Weight (lb.) ""* Unit Length: ......•.....•............................................. 6' 2.375" Unit Width: .........................•................................. 3' 10.625" Unit Height:. ...............•.•..........•.....••...•.. _ ......... 2' 9.375" 09/21/2022 11:26AM Heating Type: ........................................................................ Gas ••• Total Operating Weight: ..... ·-···· .................... 718 lb Duct Cfg: .......... ·-···· .. Vertlcal Supply / Vertical Return Low Heat Two Stage Cooling Models Lines and FIiters Gas Line Slze: ............................................................................ 1/2 Condensate Drain Line Size: .. ·-··-··········· ....................... 3/4 Return Air Filter Type: ...................................... Jhrowaway Return Air Filter Quantity: ........................................... -..... _2 Return Air Filter Size: ....................................... 16 x 25 x 2 "' Weights and Dimensions are approximate. Weight doea not Include unit packaging. Approxlma1e dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Selection Includes construction throwaway filter Into the base fan curve. This filter Is not MERV Rated. Unit Configuration Direct Drive • EcoBlue • Medium Static Al/Cu • Al/Cu -Louvered Hail Guards Electromechanical Controls wlW7220 Econo Controller Temp Ultra Low Leak Economizer w/Baro Relief Standard Packaging Warranty Information 1-Year parts(std.) S•Year compressor parts(std.} 10-Year heat exchanger• Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantltv 48GCDM05A2M5-6U0A0 Rooftop Unit 1 Field Installed Accessories CRRFCURB001A01 14•inch Tall Roof Curb 1 16X25X2·M13-R·P2 16x25x2 MERV•1 3 replacement air filters 1 Packaged Rooftop Builder 1.69 Page 13 of 20 Mechanical Unit Overturning Unit info: RTU1 ASCE7-16 Weight= 917 lbs X 1.2= 1100 lbs. Length= 88.125 in Width= 59.5 in Height= 49.4 in Curb height = 14 in Seismic: . Per ASCE 7 Chapter 13 Sds= 0.841 ap= 2.5 Ip= Rp= 6 z/h= Fp= (.4*ap*Sds*W) * (1+2*z/h) = Rp/lp Fp max= 1.6*Sds*lp*W = Fp min= .3*Sds*lp*W = Fp= 463 lb @ 1 1 (conservative) 1.3456 W 0.2523 W 38.7 in 0.421 W <---Governs Mot (base)= 17907 lbs* .7= 12535.0 "lbs Mot(to curb) x.7= Mr= Wtx1 .2* width/2= 32736.9 'lbs • .6= 19642 "lbs Tr base= -119 lbs Tr to curb= Sliding: V= 463 lbs Wind: 96 mph 3-sec gust wind speed Risk Category II Exposure C Af= h/d= Kz= 0.88 39 ft112 0.72 qz= .00256 Kz Kzt Kd V112 = Fh= qh(GCr) Af X .6= Fv= qv(GCr) Av X .6= Mot (base)= 47414 "lbs Av= 36 ft112 Af<.1 Bh therefore GCr (h)= 1.9 GCr (v)= 1.5 Kzt= 1.0 Kd= 0.85 781 lbs 578 lbs 17.6 psf ASCE-7 eqn. 26.10-1 ASCE-7 eqn. 29.4-2 ASC&-7 eqn. 29.4-3 Mr= Wt* width/2= 27280.75 'lbs • .6= Mot(to curb)= 16368 "lbs Tr= 522 lbs Trto curb= Sliding: V= 781 lbs 8000 "lbs -196 lbs 36486 "lbs 338 lbs Attachment: Screw spacing unit to curb: #12 screw spacing = 12 II 0,C, N= 22 V all/screw (20 gage material)= 188 lbs Vall= 4136 lbs vs. 781 lbs OK T all/screw (20 gage material)= 95 lbs N= 7 Unity: Y. + I Tall= 665 lbs Vall+Tall unity seismic= 0.11 unity wind= 0.70 Curb to wood roof: #12 X 2" wood screws= 16 "o.c. Shear: N= 16 Vall/screw= 229 lbs Vall= 3664 lbs vs. 781 lbs OK Tension Tall/screw= 246 lbs N= 5 Unity: Y. + I Tall= 1230 lbs Vall+ Tall unity seismic= 0.13 unity wind= 0.64 Mechanical Unit Overturning Unit info: Weight= Length= Width= Height= Curb height = 718 lbs X 1.2= 74.375 in 46.625 In 33.375 in 14 in Seismic: Per ASCE 7 Chapter 13 Sds= 0.841 ap= 2.5 Ip= Rp= 6 tih= RTU2 ASCE7-16 862 lbs. Fp= (.4*ap*Sds*W) * (1+2*tih) = 1 (conservative) 0.421 W Rp/lp Fp max= 1.6*Sds*lp*W = Fp min= .3*Sds*lp*W = Fp= 362 lb @ 1.3456 W 0.2523 W 30.6875 in <---Governs Mot (base)= 11118 lbs* .7= 7782.7 "lbs Mot(to curb) x.7= Mr= Wtx1.2* width/2= 20086.05 'lbs* .6= 12052 "lbs Tr base= -92 lbs Tr to curb= Sliding: V= 362 lbs Wind: 96 mph 3-sec gust wind speed Risk Category II Exposure C Af= h/d= Kz= 0.88 24 ft112 0.64 qz= .00256 Kz Kzt Kd v112 = Fh= qh(GCr) Af X .6= Fv= qv(GCr) Av X .6= Mot (base)= 24023 "lbs Av= 24 ft112 Af<.1 Bh therefore GCr (h)= 1.9 GCr (v)= 1.5 Kzt= 1.0 Kd= 0.85 492 lbs 382 lbs 17.6 psf ASCE-7 eqn. 26.10-1 ASCE-7 eqn. 29.4-2 ASC&-7 eqn. 29.4-3 Mr= Wt* width/2= Tr= 16738.375 'lbs * .6= 300 lbs Mot(to curb)= 10043 "lbs Tr to curb= Sliding: V= 492 lbs 4232 "lbs -168 lbs 17131 "lbs 152 lbs Attachment: Screw spacing unit to curb: #12 screw spacing = 12 II 0 ,C, N= 18 V all/screw (20 gage material)= 188 lbs Vall= 3384 lbs vs. 492 lbs OK T all/screw (20 gage material)= 95 lbs N= 6 Unity: Y. + I Tall= 570 lbs Vall+ Tall unity seismic= 0.11 unity wind= 0.41 Curb to wood roof: #12 X 2" wood screws = 16 II 0.C, Shear: N= 12 V all/screw= 229 lbs Vall= 2748 lbs VS. 492 lbs OK Tension Tall/screw= 246 lbs N= 4 Unity: Y. + I Tall= 984 lbs Vall+Tall unity seismic= 0.13 unity wind= 0.48 Dui:11 '.\fethod Allo,_.able Streu Design /.C-SO) V - Connection Tn,e \1/ithdra·.,-al loadinQ V F aste11u Type \1/ood Screw V Loadin: Scenario NIA V Submit Initial Valu!!s I '.\fain '.\!unbuTn1tll 00t.1alu Fir-Larch "'I !1.w.n '.\bwbu Thicloaeu 1.s in. V Side' r. Steel V ,... • 'r. TL• ·" 18 oaoe V Wood Senn-i'\u111ber 12 ro = 0.216 in.) V Len:th 1.5 in. V Load Duration Factor IC D = 1.6 v lj I Wtt Sen-ice Factor! C M = 1,0 V Ttmpuature Factor C t= LO V Calculate Connection Capacity Co~,nection \'ce'd Mode Descr<p,ions 11 L<mitl of JJae Oiaphrag~ Factor Help ! I Load Duration Factor Help ! I Technical Help Shor: Printable Vie~J I .\dju.teB.SD Capacitr H2-t6 lbs. Der.ipi }.fetbod s Oei n ASO V Loadin~ Scenario Sin le ~hear V I Submit In~~~ Values I V V V Sidt }.Itmbm . Load t V V Tempu-atutt F Calculate Connection Capacity Connecti·~n Yie>d Med: De.scr,p:iom 11 L:miu of U!e Oi!!phragm Factor Help 11 Load Duration Factor Help 11 Te~hnica1 Help Sho1,· Printable Vie1•1 I Connection Yield Modes Im 5S7 lb1. h 368~. II 239 lb,. Illm 300Ib!. ml, J229lbi. I IV Im !bi.. I r Adjusttd .-\.SD Capati~-11:?:?9 lbs. CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ 85281 480.774.1700 www .clsaz.com Job Name ______________ _ Job No. _'7_. __ 1,,._,,_1 _-~_:l,_j.,_. ___ Sheet No. J 0 By ,/ • ./''() Dale ( ,cy 'l.:.7__ =eJ·<.., v/~I C,.., i,...,,,.(,.AJ'-.)s New mechanical unit on existing roof Joist: Existing Joist= Existing Span= Existing Spacing= Existing Dead Load= Existing Live Load= 11.875" SSl32MX 24 feet wdl= 40 pit wll= 40 pit w total= 80 pit 2 feet 20 psf 20 psf New Mechanical unit wt= Wt X 1.2 = 1100.4 lbs joists load is spread over = Load per joist = 366.8 lbs distance from load to end of joist = Vall= 1760 lbs Vexisting= Vnew= Total= M existing= M new= Total= Existing Joists are OK mall= 7 431 ' lbs 960 lbs 275 lbs 1235 lbs 5760 'lbs 1651 'lbs 7411 'lbs < < 1760 OK 7431 OK 917 lbs. 3 6 ft ~ CARUSO TURLEY SCOTT, INC ~ 1215 W. RIO SALADO PARKWAY #200 ~:';~ TEMPE, AZ 85281 ~:~::.., (480) 774-1700 ,.,, .... , (480) 774-1701 www.ctsaz.com General Be~m . ·. :. , .. ,,. DESCRIPTION: Exisling Glu-Lam General Beam Properties Elastic Modulus 29,000.0 ksl Span #1 Span Lenglh = 54.0 ft Project Title: Engineer: Project ID: Project Descr: Printed: 8 OCT 2022, 10:35AM . ., ,_ ht ENERCAlC, INC. 1983-20 . . . Area= Moment of Inertia = Span = 54.0 ft Applied loads Uniform Load: D = 0.020, Lr = 0.0120 ks!, Tribulary Width = 24.0 fl DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 279.936 k-ft +D+Lr Span# 1 27.000ft 19.152 In 0.304 in 51.072 in 0.304 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Lenglh Span# M V Mmax + Overall MAXlmum Envelope Osgn. L " 54.00 ft OOnly Osgn. L" 54.00 ft +O+Lr Dsgn. L = 54.00 ft +0+0.750Lr Dsgn. L = 54.00 ft +0.600 Dsgn. L = 54.00 fl Overall Maximum Deflections 279.94 174.96 279.94 253.69 104.98 Service loads entered. Load Factors will be applied for calculations. Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 33 2131 12 2131 Summary of Moment Values (k-ft) Mmax -Ma • Max Mme Mm<IOmega Cb Rm 279.94 174.96 279.94 253.69 104.98 20.736 k +D+Lr Span# 1 0.000 fl Shear Values (k) Va Max Vnx Vnx/Omega 20.74 12.96 20.74 18.79 7.78 Load Combination Span Max.•-• Defl Locallon In Span Load Comblnafon Max. '+' Oen Location In Span +O+Lr Vertical Reactions Load Combination Overall MAXlmum Overall MINlmum OOnly +D+Lr -+0+0.750Lr +0.600 Lr Only Support 1 20.736 12.960 20.736 18.792 7.776 7.776 51.0718 Support 2 20.736 12.960 20.736 18.792 7.776 7.776 27.270 0.0000 0.000 Support notation : Far left Is #1 Values In KIPS .~ CARUSO TURLEY SCOTT, INC ~ 1215 W. RIO SALADO PARKWAY #200 ~::'::' TEMPE, AZ 85281 :.~~::':., (480) 774-1700 '"""" (480) 774-1701 www.ctsaz.com ,.111. DESCRIPTION: Existing Glu-Lam WI new loads General Beam Properties Elastic Modulus 29,000.0 ksl Project Title: Engineer: Project ID: Proiect Descr: Span #1 Span Length = 54.0 ft Area= Moment of Inertia = Span = 54.0 n Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D "' 0.020, Lr= 0.0120 ksf, Tributary Widlh = 24.0 It Poinl Load: D = 1.10 k@21 ,0 It Point Load: D = 0.8610 k @37.0 ft DESIGN SUMMARY Maximum Bending "' Load Combination ·, .... :·, .· Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 298.819 k-ft +D+Lr Span# 1 26.730ft 19.152 In 0.304 in 54.480 In 0.335 in Maximum Forces & Stresses for Load Combinations Load ComblnaUon Max Stress RaUos Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 33 2131 11 1933 Summary of Moment Values (k-ft) 21.754 k +D+Lr Span# 1 54.000 ft Shear Values (k) Segment Length Span # M V Mmax + Mmax -Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 54.00 ft D Only Dsgn. L = 54.00 ft i-0-+lr Dsgn. L = 54.00 ft i-0<-0.750Lr Dsgn. L = 54.00 ft -t-0.60D Dsgn. L = 54.00 ft 1 Overall Maximum Deflections Load Combination i-O+Lr Vertical Reactions Load Combination Overall MAximum Overall MINlmum DOnly +D-+lr +D<-0.750Lr -t-0.60D Lr Only Span Support 1 21.679 13.903 21.679 19.735 8.342 7.776 Max,·.· Den 54.4800 Support2 21.754 13.978 21.754 19.810 8.387 7.776 298.82 298.82 193.85 193.85 298.82 298.82 272.58 272.56 116.31 116.31 Location In Span Load Combination 27.000 Support notation : Far left Is #1 21.75 13.98 21.75 19.81 8.39 Max.'+' Den 0.0000 Values In KIPS Location In Span 0.000 ROUGH-IN DIMENSIONS OEL·6 6 DEL•tO 10 0El·15 15 OEL-20 20 • No side outlet available on 0El·6 Model OUTLET HOT WATER OUTLET OEL·S 23 38 57 76 TOPVIEW DEL 6110/15/20 15· 1/2 18-1/4 26 22-114 394 464 660 565 INLET Commercial Electric Water Heaters 3/4"NPT RELIEF VALVE OPENING INLET 314" (FEMALE) NPT ALTERNATE OUTLET 314' (FEMALE) NPT ·c· FRONTVIEW OEL6/10/15fl0 '(NO SIDE OlJll.ET AVAR.ABLE FOR oa -s MODELS) 14-1/4 362 11 279 18 4S7 12-1/2 318 18 457 20·1/2 521 21·314 5S2 15·3/8 391 NIA NIA NIA N/A NIA NIA NIA N/A INLET OUTLET 3/4'(~LE) 3/4' (FEMALE) 3/4' (FEMALE) 3/4' (FEMALE) NPT 2112· I (63.6mm) / Juii~ON o~~i~'ifso ·a·- □ 3/4'NPT REUEFVAI.VE OPENING 0 BRASS DRAIN VALVE 'C" 3 314" (95.25-;.:m:::.:m:!.l) t:;:;:=:;:;::=::;;:;1..-LL FRONT VIEW OEL30/◄0/50 ROUGH-IN DIMENSIONS NPT NPT 314• NPT RELIEF VALVE OPENING JUNCTION ~OP VIEW 2. 1/2' BOX DEN 30 • 120 (63.6 mm) □ FRONTVIEW DEN 30·120 35 15.9 54 24.S 58 26.3 73 33.1 ~?~bh~~i}~: ;,.~'."r7J.:ct-::·: ;i,-Nci, .of ', ;;,Yt~n~capii~1iv.t ~•. \\·/·.:1f :?ir~: tr...-·:~r· {\:;:I ~;f!:)3:•,\~/;{f ;;}·{~'}){ ~('i{1~:-°'.Ji\1 { .':_;i:;;~::}}·1 ~~~-i~J?-;::~ :;;.s6ipiiiil'lfw~igWit: i-Nuinl>er:, •·.-!-.":• ~--:· :,);:. OEL-30 OEL-40 DEL·SO DEN-30 DEN-40 DEN-52 DEN-66 DEN-80 DEN-120 Page 2 o/ 4 AOSCE15400 :~Je~:eft~ 2 2 2 2 2 2 2 2 2 ' ',us· i;'afl r:: Litre's -'· ,.,,, ... , ,.. . . 30 114 40 151 50 189 30 114 40 151 50 189 66 250 80 303 119 450 /i'n~h·es\ \:. •-. ~ ..... · ',',ll)in . 1:1nctie{: 30•718 784 21·314 32-1/4 819 24 32-1/4 819 26·1/2 34·1/2 876 20· 112 45•1/8 1146 20·1/2 54-718 1394 20·112 60-314 1543 21·3/4 59·318 1508 24 62-7/16 1586 29·3/8 ~-:J:~~'11;\·· .-:rri~hes\ //rtl~~";: ,;-,1;;,~e,/ ,·,•··· ..... 1l,; IJl,n,;,{.; : r.:;16s~:~{f' ~\i{~-;-~g3~~v.~ 552 24·118 613 8 203 100 45.4 610 25-9/16 649 8 203 125 56.7 673 25· 118 638 8 203 166 75.3 521 21 533 8 203 98 44.5 521 NIA N/A 8 203 113 S1.3 521 NIA NIA 8 203 131 59.4 552 NIA N/A 8 203 176 79.8 610 N/A NIA 8 203 21 1 95.7 746 NIA NIA 8 203 326 147.9 CARUSO TURLEY SCOTT structural engineers Job Name ______________ _ 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ 85281 ~ > \ '-' ~1-1 ,,,~. c Job No. __ < .. _··'-_·_·, ____ Sheet No. ___ .,_·-__ 480.774.1700 www.<lsoz.com By _ _..:_('tfr? ________ Date WA-T6'•~ t1b'A~'-?\.Arf>~ j"J O J 'T opA~0 Gt . A ·\ Io w oJ {-I w ft-ts-r-) 7 ~ ~ 1't' "" S'8 + 8. '3 '-1 ( t -~) ::-I 6 '-i A t/,1._)'t 11"". ,.;,·. · r, "t . -::, -. v ----1,,t,/h . . ,~ ~1 . . . . . . . . LLt y or j _F 1'"'.Y'\ec.,1-lt.. · r'.'.'.'i c: lc?:Jr-" ~ . . . . . I 1:$ ,.,, '-. 01 ,., i¥ . . I . I; ·,.,.,. ~ --1 &' '<2-z, #"1"Y"l'¼ Ht,,O, -, .•. -~-, ·_ . · .. . ; . . · . ~ f A(, i\~17-t~0=-SU.P \F . ''\ . \ ' ., ·:-·. '"(j · ~ . °3 (;J c.-J' \ 6 -a,-'-f3 e., I 'l, ~ 0 (. '-. I. . l ·) '\ . i I I i l ; 1: ' ') /. I· I ( I t l \ 7 tb"' ! 1( ; / I f: r I · I Project Name: New WorkSpace Model: Water heater joist Code: 201 2 NASPEC [AISI 3 100-2012] -R1 Point Loads P1 Load(lb) 92 X-Dist.(ft) 2.00 50.00 lb/ft 7.50 Section: 362S162-43 (33 ksl) Single C Stud (punched) -R2 Maxo = 612.0 ft-lb Va= 1739.1 lb I= 0.71 in114 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Mmax Mmax/ Mpos (ft-lb) Maxo (ft-lb) Span 449.6 0.735 449.6 Dlstortional Buckling Bracing (In) Full K-phi Lm brace Ma-dist Mmax/ (lb-in/In) (in) (ft-lb) Ma-dist Span 0.00 90.0 634.9 0.708 Bending and Web Crie~llng Support or Load Bearing Pa Pn Pt Load P(lb) (In) (lb) (lb) P1 92.0 1.50 620.7 1024.1 R2 212.0 1.00 276.7 484.3 R1 255.0 1.00 276.7 484,3 Bending and Shear Support or Vmax Mmax Va Pt Load {lb) (ft-lb) Factor VNa R1 255.0 0.0 0,39 0.38 R2 212.0 0.0 0.39 0.31 SIMPSON STRONG-TIE COMPANY INC, Page 1 of 2 ~ \ Date: 03/20/2022 Simpson Strong-Tie® CFS Designerrn 4.0.0.24 Ma-Brc Mpos/ Deflection (ft-lb) Ma-Brc (In) Ratio 612.0 0.735 0.218 L/412 Mmax lntr. Stiffeners (ft-lb) Value Required? 410.1 0.48 NO 0.0 0.40 NO 0.0 0.48 NO V+M M/Ma lntr. 0.00 0.38 0.00 0.31 www.stronglle.com Project Name: New WorkSpace Model: Water heater joist Code: 2012 NASPEC [AISI S100-2012] P1 155.2 410.1 SIMPSON STRONG-TIE COMPANY INC, 0.39 0.23 Page 2 of 2 Date: 03/20/2022 Simpson Strong-Tie® CFS Designer™ 4.0.0.24 0.67 0.71 www.strongUe.com OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# _________________ _ PLAN CHECK# __________________ 1 Business Name ALO Project Address (include suite) 1923 CALLE BARCELONA #143. Mailing Address (include suite) 9830 WILSHIRE BLVD Business Contact LAURA DONOVAN Telephone# 312-272-6878 City CARLSBAD State CA City State -1(~ BEVERLY HILLS llO< CA Zip Code 92009 Zip Code 90212 Applicant E-mail Telephone# Project Contact LYN DAVIES lynd@precisionpermits.com 616-493-9326 BP DATE APN# Plan File# The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within tho City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (induding proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives 13. Corrosives 14. Other Health Hazards 15.J(None of These.XXXX PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMO): If lhe answer lo any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials OJVision, 5500 Overland Avenue, Suite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 1. 2. 3. 4. 5. 6. 7. 8. YES NO (for new construction or remodeling projects) D g'J)C Is your business listed on the reverse side of this form? (check all that apply). D [JX Will your business dispose of Hazardous Substances or Medical Waste in any amount? D DX Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? ~ Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? r1<" Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? □j( Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART 111: SAN DIEGO COUNTY AJR POLLUTION CONTROL DISTRICT (APCO): The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCO at apcdcomp@sdcounty.ca.go'I(; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. YES NO • 1. x:r:i ~ 2. □ X 3. □ Will the project disturb 100 square feet or more of existing building materials? Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building inspector course? 4. □ D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. 5. 6. □ □ X g:Xwrn the project or associated construction equ·Ipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda ? Briefly describe business activities: Briefly describe proposed project RETAIL SALES RETAIL SALE OF YOGA ACCESSORIES J declare under penalty of perjury that to the best of my knowledge and belief t e responses made herein are true and correct. LYN DAVIES 12-21-,112 I Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATIQN: ________________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUlf!.ED RELEASED FOR 81.JlLDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FDR OCCUPANCY COUNTY-HMO* APCD "· , COUNJ'(-HMD APCD COUNTY-HMO APCD ! / ' ' / I / ' "A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply HM-9171 (9118) County of San Diego -DEH -Hazardous Materials Division STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP CJ4.!.,"UJ22--ot-f '-l-fo STORM WATER POLLUTION PREVENTION NOTES BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE BMPs Control BMPs Management BMPs Pollution Control BMPs AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION C OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN C C 0 --0 0 "' C C 'O "' "' c> 0 " 'O " 'O IS EMINENT. "' C u u C C c> E C E C -0 -C, C, 0 'o ·c: .9-0 0 0 E " L .!:, "' L >, " " :::,e 'O "' c> L -C C, c> -2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION C Q) L C " c "'"' "' 0 ·c: '-0-L 0 C "' 2 c> 0 0 a. " ·c: -C <n C > :;, w '!! C 0 0 "' Best Management Practice' -'<I C 0 L (.'.) CONTROL DEVICES TO WORKING ORDER TO THE SA Tl SF ACTION "' <Il a. L 0" 0 " " 0 "' -3:-a-:c "' 3' C ,= E " 0 C UL u "' ~ 'O " "' :::,e C o, C C 3: C OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING (BMP) Description ➔ "' L> " (/) 'i'i " "' c> " c> <Il 'QC c> C 'O "' C 0 :::, '!! -" "' " " .£ 'S ~(L) u -0 0 3' C L 0 ~~ 'O >, 0"' CC 0 1l E " E " E "' L C 0 0 <Il (/) ·-c> O:;:::; u " " 0 c> .£ " RAINFALL. X :::,e 0 c> 0 C " "' E " N <n i!l " L> en:;:; " o, C :s! :g, 0 'ci L-3: " 0 " -" " " "" -" .c E ~ ;; [fl =~ L'-:0 u·c ·c: O,_ 0 c> 1: c> e "' " " "'-E ~ C 0 L 0 "" L -'O ..C C L> L " " 'O ·-'O 2ti " Q) L 2 L> --'O " "" L> " 0 0 -·-a. 'o " " " L> C L-.C L .c " -~ ~ -·-" -o 0 = C: ,_ C NC C C 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION LC, S! -t' 0 0 " c> Bo "" ..c " oo " ~ 0 L " ..c .c .!:, " " -L U, C 3:ci: 0 " -" -" -a. 0 "" 0 " (.'.) WO (/) ui (/) u i:.: (.'.) C11> (/) (/) O,_ (/) "' O,_ 0 (L >U :::,e (/) :::,e (/) U1U (/) :::,e I :,; u:::,e CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR CASQA Designation ➔ t--ex:, "' ... ex:, 0 N "' t--ex:, 'T N "' ... U") <O ex:, 'T 'T "' U") <O t--'T 'T I I I I I I I I I I I I I I I I I I I I UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. u u u u w w w w w w w w I"= I"= (/) (/) (/) (/) :::,e :::,e ::a :::,e :,; :,; ::,e Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) z z z z 3: 3: 3: 3: 3: 3: 3: 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE Gradinn /Soil Disturbance AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) Trench inn /Excavation DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PE CENT Stockoilina ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER Drill inn IBorina EACH RAINFALL. Concrete/Asohalt Sawcuttina 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM Concrete Flatwork Pavinq AGGREGATE. Conduit/Pipe Installation 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER Stucco/Mortar Work PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST Waste Disoosal ~ BE INSTALLED AND MAINTAINED. S\aqinq/Lay Down Area Eauioment Maintenance and Fuelina 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER Hazardous Substance Use/Storaae THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED Dewa\erina TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY Site Access Across Dir\ REGULATIONS. Other (list): Instructions: 1. Check \he box to \he left of all applicable construction activity (firs\ column) expected to occur during construction. 2. Located along the \op of \he BMP Table is a list of BMP's with it's corresfionding California Stormwa\er Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from \he list. Check he box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION PROJECT INFORMATION .::lil-ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID t!_tA U.L ~~C!.c..~ ~ ,--t.3 THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO Site Address: l 'l".2,3 AVOID THE EXPOSURE OF STORM WATIER TO CONSTRUCTION RELATIED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, Assessor's Parcel Number: COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES Emergency Contact: UNTIL THE CONSTRUCTION WORK IS COMPLETIE AND APPROVED Name: ~Y,J\..IJ Pt-. t:> \.l RA-- BY THE CITY OF CARLSBAD. t; I 7 ~ 939 • '3 't c:r .z__ R'IA ~ I PA.l>t.t,E.'A 24 Hour Phone: ,, 0 ~~ rAG~, ,ME (PRINT) < 'r A 'j, , ~ 01. -{ ~ -UZ-> Construction Threat to Storm Water Quality (Check Box) O~N <\S;ro-.mcR ,;--,;~ENT NAME (SIGNATURE) DATE □ MEDIUM ~ow E-29 Page 1 of 1 REV 11/17 □ □ □ □ □ □ □ □ □ □ □ ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date : ___ 12_-_21_-_2_2 Business Name: ALO Street Address: 1923 CALLE BARCELONA #143 Email Address: lynd@precisionpermits.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) i;;pcxx Check all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dental Offices D Dental Schools D Food Processing D Glass Manufacturing D Industrial Laundry D Ink Manufacturing D Laboratory D Machining/Milling D Membrane manufacturing D (i.e. waterfilter membranes) D Metal Casting/Forming D Metal Fabrication D Metal Finishing D Electroplating D Electroless Plating D Metal Powders Forming 0 Nutritional SupplementNitamin D Manufacturing D Painting/Finishing D Paint Manufacturing D Personal Care Products 0 Manufacturing D Pesticide Manufacturing/ Packaging D Pharmaceutical Manufacturing 0 (including precursors) 0 Porcelain Enameling D Power Generation D Print Shop D Dental Clinics D Dry Cleaning D Anodizing D Research and Development D Rubber Manufacturing □ Electrical Component □ Manufacturing □ Fertilizer Manufacturing □ Film/ X-ray Processing D Coating (i.e. phosphating) D Chemical Etching/Milling D Printed Circuit Board D Manufacturing D Semiconductor Manufacturing D Soap/Detergent Manufacturing D Waste Treatmenl/Storane New Business~oD SIC Code(s) if known: ______ Date operation began/will begin: 7-1-23 Tenant Improvement? Yes QNoD If yes, briefly describe rm provement: TENANT ALTERATION Of EXISTING SPACE TO UPFIT NEW TENANT Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __________ _ TOILET USE, SINKS FOR HAND WASHING ... DISCHARGED TO SEWER Estimated volume of industrial wastewater to be discharged (gal/ day) : _______ -0_-_____________ _ Listhazardouswastesgenerated(type/volume): _____ -0_-_______________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesO Date: ~N~/~A~ __ NoOxxxx Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. □ Automobile Detailer s □ Barber/Beauty Shops □ Business/Sales Offices □ Cleaning Services □ Carpet/Upholstery □ Childcare Facilities □ Churches □ Community Centers □ Consulting Services □ Contractors □ Counseling Services □ Educational Services (no auto repair/film □ Financial Institutions/Services □ Fitness Centers □ Gas Stations (no car wash/auto repair) □ Grocery Stores (no film developing) □ Residential based Businesses developing) 0 Hotels/ Motels (no laundry) D Laundromats D Libraries 0 Medical Offices (no x-ray developing) D Mortuaries D Museums 0 Nail Salons D Nursing Homes 0 Office Buildings (no process flow) 0 Optical Services D Pest Control Services (no pesticide repackaging for sale) D Pet Boarding/Grooming Facilities D Postal Services (no car wash/auto repair} O Public Storage Facilities D Restaurants/Bars XXX l;e]~etail/Wholesale Stores (no autorepair/film developing) 0 Theaters (Movie/Live) CERTIFICATION STATEMENT I cert(fy that the injbrmation abuve is trne and correct to the best ofmy k11mv/edge. Print Name: LYN DAVIES Date: 12-21-22 Facility Contact: ___ A~N~D_Y_C~H_O~E ____ _ Title: ___ M~A_N_A_G_E~R ______ _ ENCi NA WASTEWATER AUTHORITY 6200AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinaipa.com Page 2 of 2 Ccityof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool .,. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official . .,. Details on CAP ordinance requirements are available on the city's website . .,. A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application web page and download the latest form. Property Address/APN: 1923 CALLE BARCELONA #143 Applicant Name/Co.: LYN DAVIES Applicant Address: 75-G0TH ST SW WYOMING Ml 49548 Contact Phone: 616-493-9326 Contact Email: Contact information of person completing this checklist (if different than above): Name: Company name/address: SAME Contact Phone: Contact Email: lynd@precisionpermits.com cl) ~-. Applicant Signature: _,_(~:........., 11/ic. ;f\-"--'--t·J-=-----=-a=uc..'ccl _j;,.._j)~----Date: ___ 1_2-_2_1_-2_2 __ _ 8-50 Page 1 of 6 Revised 06/18 City of.Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $ 1,200,000. 0 Residential D New construction D Additions and alterations: □ BPV < $60,000 D BPV;;, $60,000 D Electrical service panel upgrade only D BPV;;, $200,000 ~ Nonresidential XXX D New constnuction □ Alterations: XXX ;YJ BPV;;, $200,000 or additions ;;, 1,000 square feet M1J<o BPV 2' $1,000,000 □ 2' 2,000 sq. ft. new roof addition 1. Energy Efficiency A high-rise residential building ·1s 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use N/A N/A All residential additions and alterations 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed 1A 4A' 1 B, 4A' and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 18, 2B, 3B, 4B and 5 1B, 5) TB:'"28,5 Building alterations of 2' 75% existing gross floor area 28,5 1 B also applies if BPV;;, $200,000 Please refer to Carlsbad Municipal Code (CMG) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. D Residential addition or alteration~ $60,000 building permit valuation. See CMC section 18.30.190. Year Built I Single-family Requirements D Before 1978 Select one: □ Duct sealing □ Attic insulation □ Cool roof □ 1978 and later Select one: i □ Lighting package □ Water heating Package D Between 1978 and 1991 I ! □ 1992 and later I □ N/A __________ _ □ Exception: Home energy score~ 7 (attach certification) Multi-family Requirements D Attic insulation Select one: □ Duct sealing □ Attic insulation □ Cool roof Select one: □ Lighting package □ Water heating package B. D Nonresidential' new construction or alterations~ $200,000 building permit valuation, XXXXX or additions~ 1,000 square feet. 0 N/A Updated S/15/2019 2 City of.Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division A5.2 -Energy Efficiency. A5.203.1.1 Choose one: □ .1 Outdoor lighting □ .2 Warehouse dock seal doors □ .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) □ .4 Daylight design PAFs □ .5 Exhaust air heat recovery AS.203.1.2.1 Choose one as applicable: □ 95 Energy budget □ .90 Energy budget A5.211.1" □ On-site renewable energy X~N/A A5.211.3" □ Green power (if offered by local utility provider, 50% minimum renewable sources) X~N/A A5.212.1 □ Elevators and escalators ~xx NIA A5.213.1 XXXl Steel framing □ N/A ' Includes hotels/motels and high-rise residential buildings " For alterations~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (28 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMG 18.30.150(8) (high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets if necessary) Total System Size: kWdc = (CFAx.572)/ 1,000 + (1.15 x #d.u.) 'Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception □ □ □ □ kWdc 8. D Nonreside · I new construction or alterations ~$1,000,000 8PV and affecting ~75% existing floor area, or addition that increases roof ~-area by ~,000 s feet. Please refer to CMC section 18.30.130 when co leting this section. Note: This section also applies to high-rise residential an I/motel buildings. □ Gross Floor Area (GFA) Method GFA: 5502 Size: 5 kWdc XXK]lf < 10,00 □If> ,OOOsJ. calculate: 15 kWdc x (GFA/10,000)" "Round building size factor to nearest tenth, and round system size-to nearest whole number. D Time-Dependent Valuation Method Updated S/15/2019 3 City of. Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:**' -----~ x .80= Min. system size: ______ kWdc * .. Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating N / A -EXISTING CONSTRUCTION. A O Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving individual dwelling units choose one: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150 .1 (c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) D Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recovery D Exception: B. 0 Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics O Recovered energy □Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging N / A -EXIS IING CONS I RUC IION A O Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required O Exception : 0 Multi-family residential 0 Exception · Total Parking Spaces EVSE Soaces Proposed Caoable Readv Installed Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or"lnstalled.") Total 'Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building pennit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B O Nonresidential new construction (includes hotels/motels) 0 Exception · Total Parking Spaces EVSE Snaces Proposed Caoable Readv I Installed Total Calculation· Refer to the table below· Total Number of Parkina Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 □ 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 811512019 s City of Carlsbad Climate Action Plan Consistency Checklist 5. D Transportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below baseo on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the pemnit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADT/ 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, tO'hEdition 13 11 4.5 3.5 3 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT , Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 AOT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my pemnit require a TOM pla .ind under~ that an approved TOM plan is a condition of permit issuance. ' I ' \ Applicant Signature / $\__ A/ {/j./1 J!,, Date: ___ 12_-_2_1_-2_2_~ Person other than Applicant to be contacted for TDM compliance (if applicable): Name (Printed): ___ JA_C_K_I_E_B_A_L_M_A_N_o_u_K_I_A_N ________ _ Phone Number: 310-746-8160 Email Address: jackie.balmanoukian@aloyoga.com -------------------- Updated 8/15/2019 6