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1322 SHOREBIRD LN; ; CBR2022-1950; Permit
Building Permit Finaled Residential Permit Print Date: 11/07/2023 Job Address: 1322 SHOREBIRD LN, CARLSBAD, CA 92011-4884 Permit No: Status: (city of Carlsbad CBR2022-1950 Closed -Fina led Permit Type: BLDG-Residential 2157910800 $68,611.84 Work Class: Second Dwelling Unit Parcel#: Track#: Valuation: Lot#: Project#: DEV2022-0145 Plan#: Occupancy Group: R-1 #of Dwelling Units: 1 Bedrooms: Bathrooms: Construction Type:V-B Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: No Project Title: CHU DETACHED ADU Description: 1322 SHOREBIRD: DETACHED (484 SF) ADU Applicant: Property Owner: SNAPADU WHITNEY HILL PO BOX 2685 NHAT AND SU TRUST 09-16-16 1320 SHOREBIRD LN CARLSBAD, CA 92011-4884 CARLSBAD, CA 92018-2685 (760) 259-2476 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION TIER 1-Low BLDG SW PPP PLAN REVIEW TIER 1-Low Total Fees: $2,862.22 Total Payments To Date: $2,862.22 Applied: Issued: Finaled Close Out: 06/06/2022 03/28/2023 11/07/2023 Final Inspection: 11/02/2023 INSPECTOR: Renfro, Chris Kersch, Tim Contractor: SNAPADU 1763 YUCCA RD OCEANSIDE, CA 92054-6156 (760) 259-1985 Balance Due: AMOUNT $755.30 $194.00 $98.00 $16.00 $175.00 $3.00 $1,251.00 $8.92 $292.00 $69.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad RESIDENTIAi.... BUILDING PERdntf C ~1~{'~::::~::;s-o APPLICATION JUN 0,6 -sit fi7S"f.3o t.3i..2--B-1 CITY OF CARL~~ '-•" ''l..o~"'2.. Job Address 1 ~HOREBIRD LANE, CARLSBAD, CA 92011 Unit: NA APN:215-791-08-00 , ____ ..../ CT/Project #: _________________ .Lot#: Year Built: _2_0_00 _______ _ Fire Sprinklers:QvEs<!:}No Air Conditioning:@YESQNO Electrical Panel UpgradeQYES0No BRIEF DESCRIPTION OF WORK:Addition of 1 story (484 SF) detached Accessory Dwelling Unit (ADU). 1 Bedroom, 1 Bathroom E] New SF :484 Living SF, 484 Deck SF, 0 Patio SF, 0 Garage SF _0 __ Is this to create an Accessory Dwelling Unit? (!}YQN New Fireplace? QY@N, if yes how many? __ _ D Remodel: SF of affected area -----Is the area a conversion or change of use? Qy ON □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ 0Solar: ___ .KW, ___ .Modules, MountedOootQGround, Tilt:OYON, RMA:QYQN, Battery: 0 0, Panel Upgrade: 0v Or-,1 D Reroof: -----------------------------------□ Plumbing/Mechanical/Electrical 0 Only: Other: PRIMARY APPLICANT PROPERTY OWNER Name: SnapADU Name: Sulin Chu Address: PO Box 2685 Address: 1320 Shorebird Lane City: Carlsbad State:_C_A __ Zip: 92018 City: Carlsbad State: CA Zip:,:.92::.0:.1;...1 __ _ Phone:760-259-24 76 Phone: 510-676-5884 Email: permits@snapadu.com Email: sulin.chu@gmail.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:_N_A ________________ Business Name:_S_na..:.p_A_D_u ____________ _ Address: Address: PO Box 2685 City: _______ .State: ___ Zip: ____ City:Carlsbad State:_C_A __ Z,ip:92009 Phone: Phone: 760-259-24 76 Email: Email: permits@snapadu.com -----------------Architect State License: CSLB License #:_1_07_5_5_8_2 ____ C.lass:_B ______ _ Carlsbad Business License # (Required): _______ _ APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. 77· 1 · · • • /;; NAME (PRINT): Whitney Hill SIGN: '.fl~~~! ;)-1./lf' DATE: _5-_1_9-_2_2 __ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penalty of perjury 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 ef feet. I also affirm under penalty of perjury one of the following declarations/CHOOSE ONE): Q1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. ________________________________________ _ -OR- (a\1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the perform~nce of the work for which this permit is issued. ~y workers' compensation insurance carrier and policy number are: Insurance Company Name: _R_Ee,C_h•_l,_&_A_,_~_,_,._to_, _______________ _ Policy No. ATN211ao1s Expiration Date: -"-"-"-'-------------~ -OR-O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued {Sec. 3097 {i) Civil Code). Lender's Name: _____________________ ,Lender'sAddress: _____________________ _ CONTRACTOR CERT/FICA T/ON: I certify that I have read the application and state that the above information is correct and that the information on the plans isaccurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Whitney Hill SIGNATURE:' ;;,,Ji DATE:5-19-22 ---------f-'-'-''-'-'-,'1----:-N o t e: If the person signing above is an authorized agent for the contractor provide a letter of authoriz non contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR-O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project {Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner By my signature below I 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 this permit, I cannot legally sell a structure that I have built as an owner•builder if ,t has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http: I lwww.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans isaccurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): _W_h_it_n_ey_H_il_l ------SIGN: -t' C-f-:r...!:::!~::::::,.i-,_:_µJ;_· ·___:,._·_DATE: 5-19-22 Note: tf the person 5igning above is an authorized agent for the property owner in by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 07/21 ( City of Carlsbad OWNERS Development Services AUTHORIZE~ EC E IVE D AGENT FORfl B-62 .JUN O 6 2022 CITY OF CARLSB BUILDING DIVISION Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM Only a property owner, contractor or their authorized 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 b~ property owner only when designating an agent to apply for a construction pe,,,_,,.- on his/her behalf. 1--- AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF I ' Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal res~lity, 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. 484 sf accessory dwelling units. Scope of Construction Project (or Description of Work): __________________ _ 1320 SHOREBIRD LANE, CARLSBAD, CA 92011 Project Location or Address: __________________________ _ Name of Authorized Agent: Whitney Hill 760-259-24 76 Tel No. ________ _ . PO Box 2685 Address of Authonzed Agent: __________________________ _ Carlsbad, CA 92018 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. DiQIIIII~ 1ig"ed by Sulin Ct,u Property Owner's Signature: _s __ u_l_i_n __ C __ h __ u_,,~ .. ',,;in'-'~:,,,if .. ~J .. ~~ .. ~-"~~ ... #_~_~·._·"~c-,m--Date: 5-1 9-2 2 1 PERMIT INSPECTIQN HISTORY for (CBR2022-1950) Permit Type: BLDG-Residential Application Date: Work Class: Second Dwelling Unit Issue Date: Status: Closed -Finaled Expiration Date: IVR Number: Scheduled Actual Inspection Type Inspection No. Date Start Date Tuesday, November 7, 2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS 06/06/2022 Owner: TRUST NHAT AND SU TRUST 09-16-16 03/28/2023 Subdivision: CARLSBAD TCT#90-31 AREA 28 UNIT#01 01/30/2024 Address: 1322 SHOREBIRD LN 41093 CARLSBAD, CA 92011-4884 Inspection Primary Inspector Reinspection Inspection Status Passed Yes Yes Yes Yes Yes Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2022-1950) Permit Type: BLDG-Residential Application Date: 06/06/2022 Owner: TRUST NHAT AND SU TRUST 09-16-16 Work Class: Second Dwelling Unit Issue Date: 03/28/2023 Subdivision: CARLSBAD TCT#90-31 AREA 28 UNIT#01 Status: Closed -Finaled Expiration Date: 01/30/2024 Address: 1322 SHOREBIRD LN IVR Number: 41093 CARLSBAD, CA 92011-4884 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-i3 Shear Panels-HO (ok Yes to wrap) BLDG-15 Roof Yes Sheathing-Reroof 07124/2023 07/2412023 BLDG-84 Rough 218332-2023 Cancelled Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Canceled not ready 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 07/2612023 07/26/2023 BLDG-84 Rough 218709-2023 Passed Chris Renfro 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 08/03/2023 08/03/2023 BLDG-82 Drywall, 219519~2023 Passed Chris Renfro Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior Lath-Drywall Yes BLDG-18 Exterior Lath and Yes Drywall BLDG-23 Gas-Test-Repairs Yes 11102/2023 11102/2023 BLDG-Final Inspection 229228-2023 Passed Chris Renfro Complete Tuesday, November 7, 2023 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-1950) Permit Type: BLDG-Residential Application Date: 06/06/2022 Owner: TRUST NHAT AND SU TRUST 09-16-16 Work Class: Second Dwelling Unit Issue Date: 03/28/2023 Subdivision: CARLSBAD TCT#90-31 AREA 28 UNIT#01 Status: Closed -Finaled Expiration Date: 01/30/2024 Address: 1322 SHOREBIRD LN IVR Number: 41093 CARLSBAD, CA 92011-4884 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/12/2023 04/12/2023 BLDG-SW-Pre-Con 207832-2023 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-652-1639 David 04/11/2023 05/05/2023 05/05/2023 BLDG-21 210171-2023 Partial Pass Tim Kersch Reinspection Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Sewer waste. Yes NOTES Created By TEXT Created Date Angie Teanio 858-652-1639 David 05/04/2023 05/12/2023 05/12/2023 BLDG-21 210860-2023 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Underground plumbing Yes NOTES Created By TEXT Created Date Angie Teanio 858-652-1639 David 05/04/2023 Angie Teanio 858-652-1639 David// Gate codes per 05/11/2023 entrance to subdivision: Shorebird #088 & Pelican 190# Once entered it takes up to 30sec to a min to open. 05/17/2023 05/17/2023 BLDG-11 211163-2023 Passed Chris Renfro Complete F ou n dation/Ftg/P iers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Boundary certificate obtained. Yes NOTES Created By TEXT Created Date Angie Teanio 858-652-1639 David 05/16/2023 06/06/2023 06/06/2023 BLDG-83 Roof $heating, 213435-2023 Passed Chris Renfro Complete Exterior Shear (13, 15) Tuesday, November 7, 2023 Page 1 of 3 PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Accessory Dwelling Unit Client SnapADU Project Paul S n RCE C57182. exp. 12/31/23 May 13, 2022 PCSD File#: 22-220 r-1'1.l<l L•.~rutt»~,,.., :;(\.H J',r,:JO L""'' .... ,.1,·j H,j' >-1--0 ON ON 000 ON ..... -"'~ r--<O I,{'.) .,.... N 0 l.t') en "I"'" I N N 0 N ~ ca u Paul Christenson San Diego Engineering 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Chu ADU 22-220 Code: Timber: 2019 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: OF-L #1 • Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: TJI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block: Mortar: Grout: LVL, PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: fc = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi@ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) cf5 ,u./'G'.l"'rinenn.11 'eftm .tfie.,c £.,,JUltleTVtJ 3529 Coastview Ct -Carlsbad, CA 9201 O JOB 22-220 ~EITNO ) ~---- CALCULATED BY PSC DATE 5/13/22 CHECK BY _____ DATE ___ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST {CONTINI 2.5 Floor Floor Cover Sheathing 2x F.J. 518" Gyp. Bd. Insulation and Misc. :£DL = :£LL= Total Load= 5.5 psf 2.3 psf 3.1 psf 2.8 psf 1.3 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed= 110 mph Exposure Cat = C Ps = A Kzt•I *Ps30 P = 32.2 psf P = 19.3 psf 2.7 Seismic Sos= 0.87 Sos Cs= (R/1) Cs= 0.134 USE: V= 0.134 WoL (ASCE 7-16 • Equation 28.5-1) (*0.6 ASD) (11.4.5) ASD BASE SHEAR VASD >, = 1.21 Kzt= 1.00 s = s F = • R= h = " (fig. 28.5-1) Ps3o = (fig. 26.8) I= 26.6 psf 1.0 USGS APPLICATION 1.087 s,= 0.391 1.20 F = ' 0.00 6.5 I= 1.00 15.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY Si< o 1s s, > 0,04 Ss >0.1s (11.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T,=C,*(h,)°75 = 0.152 Ts= S01/S0s, 0 k = 1.0 oqn. 12.8-1 Not 01 Ta<0.5 Seismic Design Category: D 5/13/22, 8:51 AM U.S. Seismic Design Maps Chu 1320 Shorebird Ln, Carlsbad, CA 92011, USA Latitude, Longitude: 33.0927064, -117.2948444 Q .ftT,ylle A 1 esthe,,tics_,, Savanna~-L-n·,, Batiquitos Lagoon T . , , Foundation ,--•• North County ·--' ,✓---••• ,•" 'nior Softball ... '·----.. / /---~ok~ell lnternational C, C, I ' ' ' \ OSHPD ~, ~~: ~::~ --, / Map data ©2022 D•te Design Code Reference Document Risk Category Site Clan Type Value Ss 1.087 S1 0.391 SMs 1.305 SM1 null-See Section 11.4.8 Sos 0.87 So1 null -See Section 11.4 .8 Type Value soc null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4 .8 PGA 0.481 FpGA 1.2 PG~ 0.577 TL 8 SsRT 1.087 SsUH 1.222 SsD 1.5 S1RT 0.391 S1UH 0.434 S1D 0.6 PGAd 0.583 CRs 0.89 https://seismicmaps.org Description 5/1312022, 8:51:46 AM ASCE7-16 II D • Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Num8nc saismJc oesJgn valu8 .at 0.2 S9COnO SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peall ground accelerauon Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods 1/3 '-!FORTE'B 0 MEMBER REPORT Roof Framing, (RB-1) Hdr Bm 1 plece(s) 6 x 10 DF No.1 Overall Laigth: 16' 7'· All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ·oaaan·......,._;.•i , } . r;,_;~ ,Acliilil•~,;i:,'.--··;.·''·~-~f\•',; , ·--:-~:>:,.,,,_, ." .;.·:;,:i?' '' ,u,p:,? ~101 •• , ..... ,~);:_ Member Reaction (lbs) 1213@ 2" 12031 (3.50") Passed (10%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1054@ 1' 1" 7402 Passed (14%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 4827 @ 8' 3 1/2" 11634 Passed (41%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Defl. (in) 0.125 @ 8' 3 1/2" 0.813 Passed (L/999+) --1.0 D + 1.0 Lr (All Spans) Total Load Oefl. (In) 0.365 @ 8' 3 1/2" 1.083 • Deflection crltena: LL (l./2◄0) and n (l./180). Passed (L/534) --1.0 D + 1.0 Lr (All Spans) • Allowed moment does not reflect the adjus~nt for the beam stability factor. • lumber grading provtSions must be extended over the lenoth of the member per NOS 4.2.5.5. • Applica~ calaJlatlons are based on NOS. l -c.olumn • DF 3.50" 3.50" I.SO" 798 •115 1213 Bloddng 2 -C,olumn -DF 3.50" 3.50" I.SO" 798 415 1213 Bloddng • Bloclclng Pi!onels are assumed to carry no loads applied directly above them and the fuH load is applied to the member being designed. ToP Edge (Lu) 16' 7" o/C Bottom Edge (Lu) 16' 7" o/c •Maximum allowable bracing Intervals based on al¥)Cled load. 0 -Self Weight (Pl.F) 0 to 16' 7" N/A 13.2 1 -l.lilfoml (PSF) 0 to 16' 7" {Front) 2' 6" 18.0 20.0 Default Load 2 -lxllform (Plf) 0 to 16' 7" (Front) N/A 38.0 Default Load ,1._:,, '. -2 PASSED ~, 0 System : Roof Member Type : Drop Beam llolldlng Use : Residential Bulldlng c.ode : !BC 2018 Design Methodology : ASD Member Pltx:h : 0/12 WeyemaaJSe' warrants that the slZlng of Its products wlll be In acmrdance with Weyemaeuser product design atteria and published deslgn values. Weyerhaeuser expressly dl$dalms any ot!ler warranties ~ated to the software. Use ol this software Is not Intended ID circumvent lhe need fur a design ll<Ofesslonal as determined by lhe authority having Jur1sdlction. The designef of recad, builder or framer Is responsl~ to assure that this calcuation Is cornpattbie With the overall project. Aaessortes (Rim Board, Bloduno Panels and Squash Blod<s) are not designed by this software. Products manufactured at Weyerhaeuser fadlltles are third-party cer1Jfied to sustainable forestry standards. Weyemoeuser Engineered lumber Praix:ts have been l!Valuated by ICC-ES under l!Valuatlon repons ESR-1153 and ESIH387 and/or testr,d In aaxinlance with applicable ASTl1 standards. For OJrrent code evaluation reports, Wev,,maeuser product literature and instalation cletalls refer to www.wevert-user.rom/woodproducts/document-lltnry. The l)rOduct application, Input desql loads, dimensions and suppo,t Information have been provided by ForteWEB Software Operator f'ol1aWY Softw-()ptntor Job- Paul Christenson PCSO Englnee<lng (760) 207-1885 paul.pcsd@gmaJl.rom A Weyerhaeuser 5/13/2022 4:14:46 PM UTC ForteWEB v3.2, Engine: VS.2.0.17, Data: VS.1.0.16 File Name: Chu Page 1 / 1 0 MEMBER REPORT Roof Framing, (RB-2) Hdr Bm 1 plece(s) 4 x 6 OF No.2 PASSED 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are hor1zontal . -~<l'.~~.;.i •. ' . . . : ·{ ~:· ~· •; :' ;:-ft),:·~< ·1·• ,;,.;.:i Member Reaction (lbs) 1392@ 2" 7656 (3.50") Shear {lbs) 1075@ 9" 2888 Moment (Ft·lbsl 2065 @ 3' 3 1/2" 2151 U11e Load Defl. (in) 0.097 @ 3' 3 1/2" 0.313 Total Load Deft. (in) 0.187 @ 3' 3 1/2" 0.417 • Deflectlon critena: LL (l/240) and n (l/180). • -moment does not reflect the adjustment tor the beam stablMty factor. • Applicable calculations are based on NOS. l • Column • OF 3.50" 1.50" 2 -Column • OF 3.50" 3.50" 1.50" ...._, __ -~--·, '.z •. t :>!;,, Passed (18%) Passed (37%) Passed (96%) Passed (l./771) Passed (l./401) 668 724 668 724 ',ui,;, ,1-l(c'r 'u~.i,~)~ ,,;-,~,:· .. 1.0 D + 1.0 Lr CAIi Spans) 1.25 1.0 D + 1.0 Lr {All Spans) 1.25 1.0 D + 1.0 Lr (All Spans) .. 1.0 D + 1.0 Lr (All Spans) .. 1.0 D + 1.0 Lr (All Spans) 13 92 lllockJng 1392 8iockloQ '· Systl!m : Roof Member Type : Drop Beam Building Use : Residential Building Code : !BC 2018 Design Methodology : ASD Member Pitch : 0/12 • Bloddng Panels are assumed ID carry no loads applied directly above them and the ful load Is applied ID the mem~r being designed. ~;., Top Edge (Lu) 6' 7" o/C Bottom Edge (Lu) 6' 7" o/C •Ma>dmum aMowable bradng ln~s based on applied load. (~, q. ,, • ·.,' ....... (.;,;;~~~: -~;\i-. .. :,:', .. 0 • Self Weight (PLF) N/A I • Unll'onn (PSF) 0 to 6' 7" (Front) Weyerheeuser warrants that the sizing of Its products wlH be In accordance with Weyerhaeuser product design criteria and published des9n values. Wey,emaeuser expressly dlsdalms any olher warranties related to the software. USe of this sottware IS not Intended to drcUfl\llel1t 1he need for a desigi professional as determined by the authority haVing jurlsdietion. Toe Clesk11er Of record, builder or framer is responsible to as.sure that this calculation Is compatible with the overall p,oJect, Accessories (Rim Board, 8locklng Panels and Squash llklclts) are not designed by this software. Products manuractured at Weyemaeuser fadlitles are third-party czrtlfled ID sustalnat;je f~ standards. Weyert,aa,ser Engineered Lumber Products have 'oeen evalua!Ed by ICC-ES under evaluallon repol1s 'fSR·IIS3 and ESR-1387 and/or ll!S1ed In acx:onlance wl1h applicable Asrn standards. For current code evaluation reports, Weyffllae\Jser product literature and lnstaNatlon details refer ID www.weyemaeuser.convwoodproducts/documeot·lll:nry. The product application, Input design loads, dimensions and support lntormatlon have been provided by ForteWE8 Software Operator ------ ForteW!II Software Operal>Dr Jobflola Paul Ovistl!nson PCSO Engineering (760) 207-1885 A paul.pcsd@gmall.com Weyerhaeuser 5/13/2022 4:15:50 PM UTC ForteWEB v3.2, Engine: VS.2.0.17, Data: VB.1.0.16 File Name: Chu Page 1 / 1 ?,u/7:rnne.,,,c.11 'ef,.,, 4" :&faeermJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.0 Lateral Design & Analysis Wind: P = A Kzt I ps3o 'A = 1.21 Kzt = 1.0 PS30 = 26.6 psf I = 1.0 P= 19.3 psf (ASCI! 7•16. tquation 28 l-l) (fig 28 5-1) lfi8 2~ 8) lfig.2"-5) (table 1 5-2) Criteria JOB 22-220 SHEET NO (, OF -----CALCULATED BY PSC DATE 5/13/22 CHECK BY _____ DATE __ _ SCALE s.= 1.087 F. = 1.2 R = 6.50 V = 0.096 • Wt • p (ASCE 7-16 • Eq. 12.8-2) S1 = 0.391 Fv= 0.0 l = 1.00 (p -Redundancy) 1st Storv 2nd Story Each Story Resists > 35% Base Shear: not satisfied not satisfied Wind Loads Any Shear Wall w/ (h/1)>1.0 Is< 33% Story Force: P = 19.3 psfx Trib Area Roof Level Direction: N I S = 19.3 psf X ------Direction: E /W = 19.3 psf X ------ Roof Weight Roof Wt. Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = 12.0 psf x 581 sq. ft.= 15.0 psf x 359 sq. ft.= 8.0 psf x 309 sq. ft. = 4.0 psf x 484 sq. ft. = Total Trib. WR = Total Seismic Dead Load: Wt = 16765 lbs. ASD Base Shear: V = 0.096 * Wt= 158 sq. ft. = 3051 lbs. 203 sq. ft. = 3920 lbs. 6972 lbs. 5385 lbs. 2472 lbs. 1936 lbs. 16765 lbs. 1602 lbs. #REF! not satisfied p = I I 0 ta? r-. .. ,1}:,tr:::r:;~~~ ? ,u/f;,t~.rch ';In, ,tj,,'!f" bfaeermJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis -1st Story Shear Walls N/S JOB 22-220 SHEET NO 7 OF ___ _ CALCULA TED_B_Y __ P_S_C_ DATE 5/13/22 CHECK BY DATE -----SCALE E /W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type 1 7 7.0 9 A 2 13 13.0 9 s 0.0 0.0 0.0 0 0.0 FA 0.0 FA 0.0 F 0.0 0 0.0 0 ··i- I L f-+· ·~··: I 1"'·•: -~ -1 1 -'"j·-r-•·,•• :••-~•• •I _., .... ~ ......... + ........ .),. I •• ; "-z-·· -;·- .J -·f .. -! I I j _,,, ........................... _ ... : ...... :._ .. ,. .. .;,.. ~--i-,.,, I I . . ,_-··+ .. , .,.4 ·-; .......... .l I .-. + .:.f . ·_ )- ' I ,. j 1 i ,,L -, ·-1----·- L I I j ... - A 7 B 3 3 '. · .. +· ~ -· 1 _ j •• ·-,·· • : I .. ,. - ,.. 7 6 0 0 0 0 0 0 0 0 t .. t ~-•• l • ;, ... ~ --'-"" ... •. • ........ -• 't- ..... 9 9 #D # # I ' . -+----· B B 0 0 /0! O! /0! T L-.- I I ,J_ .. ---·-·· -.---.-4-,~ ♦-- J. .. ,1 •• ;. .. _ ...,..,.. t' .... i.4 •• .,. --.. ~-I •• ,. -r-•• -1wo-------------1·.--@ . ·-; -. -L ,.l h T _, .! ' I ~ r--.. ------4 I -.,. . u,J.. _ I '. •·--· ··•. --1 ! i ' I . . J --. _I_ ____ . --L •·-____ -1--~--.1 -1 .J ' ., ·-,, .. ; --·1 ,i--: ·-· .......... : -·· ~---;· • i ! :··------~ • .. ,.t _, ..... ---;,~ ...... --... -.... ·---~ ' -..... ~-··-.... , ' ' ' ' ' -(.-,.,_ . .,,._{ ,.._.l,..., ,! .. , ..__. •-•-;-..... I •·-· I i ... i .. {~ .. f f r -l •· i .,. I -t""---.... +- ·~ ! ~,u./"{;,tn'.dtn,,ro.n ';In, fil'!fo bfaet1TUIJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis (cont.) Gridline G 50 % 3051 X 0.50 1526 #) 1526 lbs. V = 7 ft. 218 plf OTF 1962 lbs. Gridline Ci) 50 % 3051 X 0.50 1526 #) 1526 lbs V = 13 ft. 11 7 plf OTF 1056 tbs. OJ::.0.1,.cu.....,.,.~ 11)~\1'/tp h1.1" s \\Df <. 0 JOB 22-220 ~ OF -----PSC DATE 5/13/22 DATE SHEET NO CALCULATED BY CHECK BY SCALE ------- B HDU2 & ~o \-40 ? ,u/f;',tr/dl,n,on ;Jtnt zfu,J" :&faeer1:nJ 3529 Coastview Ct• Carlsbad, CA 92010 Telephone (760) 207-1885 • Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis (cont.) Gridline ~ 50 % 3920 X 0.50 1960 #) 1960 lbs. V = 7 ft. 280 plf OTF -2520 lbs. Gridline 0 50 % 3920 X 0.50 1960 #) 1960 lbs. V = 6 fl. 327 plf~Lt~\, '\~'i\'~ 1i. OTF -2940 lbs. t:.."""'° JOB 22-220 SHEET NO i sc ~=TE CALCULATED BY 5/13/22 CHECK BY DATE SCALE & HDU2 & I-IDU2 . ,}}) !· \ ' l:li :· ··'' ~'001 f'A-M! C,k,-ijUH"'" !SAK~ Ztt,iHUri"' ?tm/f;,tn'den,on 'efmr zfl'!f" bfaeen'hJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 plf width = ~ plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) USE 12 "WIDE CONTIN. FTG WI 2 -# 4 TOP AND BOTTOM & EMBED. 24 " INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB 22-220 SHEET NO \" OF \O CAL CU LA TED_B_Y--PS_C_ DATE 5/13/22 CHECK BY DATE __ _ SCALE ASBP = 1500 psf Pall= 1500 • _g_ • ~ 12 12 P011 = 7500 lbs I , 2(0+6) , I russ ype y Sulin Chu Carlsbad Common Supported Gable Job Reference o ional Run: 8.430 s Jun 17 2021 Print 8.430 s Jun 17 2021 MiTek Industries, Inc. Tue Apr 26 14:15:19 2022 Page 1 IO:w1 SGybo9fxZRZ013VgLAOgy8odt-KOsZAcB9ca2?mhu0500AWfv_ WUFNef3KOApQ_nzN_Xs 22-0-0 t,3·0-~ 11-0-0 11-0-0 11-0-0 1-0-0 3x4 = 19-2-12 LOADING (psf) TCLL 20.0 TCOL 14.0 BCLL 0.0 • BCDL 10.0 23 22 SPACING-2-0-0 Plate Grip OOL 1.25 Lumber OOL 1.25 Rep Stress Iner YES Code IBC2018/TPl2014 21 3x4 = 20 5x6 = 7 19 18 22-0-0 22-0-0 CSI. DEFL TC 0.08 Vert(LL) BC 0.05 Vert(CT) WB 0,04 Horz(CT) Matrix-$ Scale -1:38.3 17 16 15 14 3x4 = in (loc) 1/defl Ud PLATES 0.00 12 n/r 120 MT20 0.00 13 n/r 120 0.00 12 n/a n/a Weight: 96 lb % LUMBER- TOP CHORD 2x4 OF No.2 G BOT CHORD 2x4 OF No.2 G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 22-0-0. (lb) -Max Horz 2=62(LC 11) Max Uplift Alluplift 1001bor lessatjoint(s)2, 19,20,22,23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less atjoint(s) 2, 18, 19, 20, 22, 23, 17, 16, 15, 14, 12 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasds87mph; TCDL=6.0psf; BCDL=6.0psf; h=12ft; B=22ft; L=22ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-0 to 2-0-0, Ex1erior(2N) 2-0-0 to 11-0-0, Corner(3R) 11 -0-0 to 14-0-0, Ex1erior(2N) 14-0-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber 00Lz1 .60 plate grip 00L=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 20, 22, 23, 17, 16, 15, 14, 12. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard CBR2022-1950 1322 SHOREBIRD LN 1322 SHOREBIRD: DETACHED (484 SF) ADU 2157910800 6/6/2022 CBR2022-1950 russ A02 Py Sulin Chu Ca~sbad Job Reference o tional t.Q.2-12 -1-U:IT. 11-0-0 5-5-11 Run: 8.430 s Jun 17 2021 Print: 8.430 s Jun 17 2021 MiTek Industries, Inc. Tue Af,r 26 14:15:20 2022 Page 1 ID:w1 SGybo9fxZRZ013Vgl.AOgy8cdt-obPx0yCnNtAsOrTaf5kP3sS 1 Tu TbN%P-ql.;jWEzN_Xr 16-5-11 22-0-0 ~3~-0 5-6-5 1-0-0 5-6-5 5-5-11 5-6-5 1-0-0 4x8 ::c 0-5-8(0-1 -8) 19-2-12 1031#/-57# I 2.00[12 5-6-5 5-6-5 I ---I I I -Plate Offsets (X Yl r2·0-2 14 0-1-121 [8·0-2-14 o 1-121 LOADING (psf) SPACING-2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 14.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Iner YES BCDL 10.0 Code IBC2018/TPl2014 11-0-0 5-5-11 CSI. TC 0.57 BC 0.56 WB 0.44 Matrix-$ 5x6 = 5 16-5-11 5-5-11 DEFL in (loc) 1/defl Vert(LL) -0.1510-11 >999 Vert(CT) -0.56 10-11 >461 Horz(CT) 0.30 8 n/a 22-0-0 5-6-5 IJd PLATES 240 MT20 240 n/a Weight: 95 lb Scale • 1 :38. 7 0-5-8(0-1-8) 19-2-12 1031#/-57# I GRIP 220/195 FT= 20% LUMBER- TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G SLIDER Left 2x4 DF Std -G-2-10-2, Right 2x4 DF Std -G-2-10-2 REACTIONS. (lb/size) 2=1031/0-5·8 (min. 0-1-8), 8=1031/0-5-8 (min. 0-1-8) Max Horz 2=62(LC 11) Max Uplift2=•57(LC 12), 8=-57(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2866/225, 3-13=•2789/225, 3-4-•2790/242, 4-14=·2201/183, 5-14=-2155/195, 5-15=·2155/196, 6-15=-2201/184, 6-7=•2790/241, 7-16=-2790/225, 8-16--2865/224 BOT CHORD 2-12=•178/2593, 11-12=·180/2600, 10-11=-178/2600, 8-10=•176/2593 WEBS 5-1 1=-17/1090, 6-11 =-639/111, 4-11=-639/111 NOTES- MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=12ft; B=22ft; L=22ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, lnterior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, lnterior(1) 14-0-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=l .60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard russ ype Attic Sunn Chu C&risbad Job Reference o tional Lq.2-12 -1-u:u;- Run: 8.430 s Jun 17 2021 Print: 8.430 s Jun 17 2021 MiTek Industries, Inc. Tue Apr 26 14:15:21 2022 Page 1 IO:w1 SGybo9fxZRZ013VgLAOgy8cdt-GnzKbHDQ8Blj??2mCoFeb4_Aylla6 _ tJ\.¥2gzN_Xq 13-1-8 14-1-19-10-13 22-0-0 !3!'0-0 5-6-5 1-0-0 5-6-5 11-0-0 5-5-11 2-1-8 -11-1 5-9-9 2-1-4 1-0-0 Scale • 1 :38. 7 5x6 = 5 4.50[12 3x4 :::=- 5x8 = 11 10 4x8 ::: 2.00[12 2x4 II 3x4 II 3x4 II 5x8 .::::, 3x4 = ~__:_7x::,8:..c-=--_____ _,8,:;_·1,_,,0-8c,,__ ___ ~3,4-1-1------j 0-5-8(0-1-8) 1031#/-57# 19-2-12 5-6-5 11-0-0 13-1-8 14-1-4 5-6-5 5-5-11 2-1-8 6-11-11 Plate Offsets (X Y)--[2·0-2-14 0-1-12] [8·0-2-1 0-2-0] [10·0-2-12 0-2-121 112·0-5-12 0-1-81 I I I I I I I I LOADING (psi) SPACING-2-0-0 CSI. DEFL in (loc) TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.14 13-14 TCDL 14.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.52 13-14 BCLL 0.0 • Rep Stress Iner YES WB 0.56 Horz(CT) 0.25 8 BCDL 10.0 Code IBC2018/TPl2014 Matrix-S LUMBER- 19-10-13 5-9-9 1/defl Ud >999 240 >500 240 n/a n/a 0-5-8(0-1-8) 1031#/-57# 19-2-12 22-0-0 2-1-4 PLATES GRIP MT20 220/195 Weight: 115 lb FT-20% TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G •Except" 83: 2x4 OF Std G, B5: 2x6 DF No.2 G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 2x4 DF Std G •Except• W6: 2x4 DF No.2 G SLIDER Left 2x4 DF Std -G-2-10-2 REACTIONS. (lb/size) 2=1031/0-5-8 (min. 0-1-8), 8=1031/0-5-8 (min. 0-1-8) Max Horz 2=-62(LC 1 0) Max Uplift2=•57(LC 12), 8=-57(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2871/225, 3-15=-2795/225, 3-4=-2795/241, 4-16=-2189/182, 5-16=·2143/195, 5-6=-2141/201, 6-7=-2494/269, 7-17=-1709/186, 8-17=-1810/155 BOT CHORD 2-14=-178/2598, 13-14=-180/2605, 12-13=·107/2272, 6-12=-162/709, 8-10=-103/1578 WEBS 4-13=-642/112, 5-13=-43/1137, 6-13=-351/59, 7-10=-2197/220, 10-12=-172/2781, 7-12=0/1388 NOTES- MiTek recommends that Stabilizers and required cross bracing be installed d~ring truss erection, in accordance with Stabilizer Installation uide. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd-87mph; TCDL-6.0psf; BCDL=6.0psf; h=12ft; B=22ft; L=22ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, lnterior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-1-4, lnterior(1) 14-1-4 to 23-0-0 zone;C-C for members and forces & MWFRS tor reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Attic room checked for U360 deflection. LOAD CASE(S) Standard 9 "' ij russ A04 Sulin Chu Ca~sbad Job Reference o ional 11-0-0 Run: 8.430 s Jun 17 2021 Print: 8.430 s Jun 17 2021 MiTek Industries, Inc. Tue Af>r 26 14:15:22 2022 Page 1 ID:w1 SGybo9fxZRZ013VgLAOgy8cdt-kzXiodE2vVQad9czmWmt8HXMdh5pry _ 7.Ma6zN_Xp 13-1-8 16-5-11 22-0-0 j!tJ-0 5-6-5 1-0-0 5-6-5 5-5-11 2-1-8 3-4-3 5-6-5 1-0-0 4x8 ~ 0-5-8(0-1-8) 1~.Q# 2.00[12 5-6-5 11-0-0 5-6-5 5-5-11 Plate Offsets (X Yl--[2·0-3-2 0-1 -121 [8·1-9-2 0-2-21 [12·0-3-0 0-1-131 ' I I I I I LOADING (psi) SPACING-2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.60 TCDL 14.0 Lumber OOL 1.25 BC 0.77 BCLL 0.0 • Rep Stress Iner YES WB 0.47 BCOL 10.0 Code IBC2018/TPl2014 Matrix-S 5x6 = 5 5x6 II 13-1-8 16-5-11 2-1-8 3-4-3 DEFL in (loc) 1/defl Vert(LL) -0.21 8-11 >999 Vert(CT) -0.74 8-11 >353 Horz(CT) 0.27 8 n/a 8-10-8 Ud 240 240 n/a Scale • 1 :38. 7 7x18 MT18HS= 22-0-0 5-6-5 PLATES MT20 MT18HS Weight: 108 lb 0-5-8(0-1-8) 1~lMI# GRIP 220/195 220/195 FT -20% LUMBER- TOP CHORD 2x4 OF No.2 G BOT CHORD 2x4 OF No.2 G BRACING- TOP CHORO BOT CHORD JOINTS Structural wood sheathing directly applied or 2-10-9 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Std G SLIDER Left 2x4 OF Std -G-2-10-2, Right 2x4 OF Std -G-2-10-2 REACTIONS. (lb/size) 2=1045/0-5-8 (min. 0-1-8), 8=1024/0-5-8 (min. 0-1 -8) Max Horz2=-63(LC 10) Max Uplift2=-58(LC 12), 8=-49(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2916/230, 3-15=-2840/231, 3-4=-2840/247, 4-16=-2258/184, 5-16=-2212/197, 5-17=-2213/196, 6-17=-2280/183, 6-7=-2758/324, 7-18=-2764/312, 8-18=-2809/303 BOT CHORD 2-14=-178/2640, 13-14=-179/2648, 12-13=-251/2645, 10-12=-289/2376, 8-10=-282/2352, 8-11=0/286 WEBS 4-13=-633/117, 5-13=-18/1165, 6-13=-609/191 NOTES- 1 Brace at Jt(s): 10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=12ft; B=22ft; L=22ft; eave=4ft; Cat. 11; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 2-0-0, lnterior(1) 2-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, lnterior(1) 14-0-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber 00L=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPl 1. LOAD CASE(S) Standard 0 "' N I I AO I I I I X 'Ml 1' 1( 1/2" u I-0 a: <( "-I-;: "', I~ ""' 0 a: : ~ ~ "' 0 - 22'0" LL V 13' 11/2" 8' 10 1/2" I -2-A04 I I I i 9' 1" CLG I :-A~- 14'3" 5'6" S OPE ROOF SLOPE ROOF 4.5:12 4.5:12 VLT CL~ VLT CLG ---2:12 2:12 5-A02 22' 0" &ID£ IRlill J.AYQUI Scale: 1/2"=1'-0" REVISIONS - )< "' X ----... I 10 0 ... 0 "' N Hatch Legend ~ 9' 1" BEARING WALL "' ----... V, ;.. ... I i I /~ --~~~ \ I t:; C., (~ l)J_ .. " ~ I l! ;; 2i ~ N u 0 "' iS ~ < u 0 -g C ::1 l J I ii u .. 8 6 ~ <l. ...J """"""" -- SGAI.E 1fl"s1'-0" JOU """ PlOT DATE: SHEET STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. 1 I ' / i/\.,~I'--, -.... \•"'d)\"t::· f./ -..,,") O~/~WNER'S AGENT_~AME (PRINT t/WN~)/~NT NAME (SIGNATURE) E-29 ?-1 /-?.. 7 / I>) • DATE STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP CBt.2022 -1950 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C: -C: C: 0 -0 0 :;:; C: C: ""O :;:; :;:; C) 0 ., ""O ., ""O "' C: u u C: .£ .2' E C: E C: -0 ::, ::, 0 C. 0 0 E -L L ""O L ., 0 ::,e ""O "' C) L ., --:;:; L ':, (:' C) L ., c "' "' "' §;! ,,:; "'-C: C) C: ., C. ., £ L CT ., 0 Best Management Practice* ~ C: Cc 0 ·c -C: "' C: L Cl L w > C: 0 00 C. L 0 ., 0 ., .c "' ,. "' L ., 0 C: OL 0 ., -~ ., 0 :;:; -C: r-"' ""O "' C: ., C: (BMP) Description ➔ "' u ., (/) -~ E "' C) ., C) 00 •c C C) C: ""O "' ~ C: ::,e !/ -., ., ., 0 0 ,. C: ""O w C: C: 0 ::::, :i ~ Cl) u -0 LO ""O ,._ 0"' 0 ., [3 E :;:; C: 0 00 (/) ·-C) Cl:;::; .,, 0., 00 C) ., X ::,e 0 C) 0 C: Q) 0:: _E 0 Na, 1;l 0 u 01:;:; Q) ~£ 0 Q) 0 'ci. L-;;,: Q) Q) 0 Q) E "" -.; .c E al = ID == 3: L'-:0 ·-C) ·c (l_ 0 C) ""O .c C: ~ "-L ., ::, ·---o 20 C: 0 u C: L 0 "" L -0 -·-'o u Q) > ., ::, ""O L-.0 L .c 0 •-L 0 ·-0 Q) L ., u --""O 0 0 LO 0 -., 0 L 0 C: 00 0 C) .s 0 00 ~~ -.c ., -o -0 = .c:: ·-C: ., 0 CL en ., .c .c L -□ C -L en " ;;,: ct 0 ~u □-0 -C. 0 oo Cl ;;,: WO 17i (/) 0 r;:: Cl en> (/) (/} (l_ (/} 0:: [J_Q (l_ ::,e (/) ::,e (/} (/} 0 (/} ::,e . CASQA Designation ➔ r--00 C) .,, .... "' <D 00 0 N .,, r--00 N .,, .... "' i r--i I I I i I I I I I I I i I I I I I I I I I 0 0 0 0 w w w w w w w w g:: g:: (/} (/} (/} (/} ::,e ::,e ::,e ::,e ::,e Construction Activity w w w w (/} (/} (/} (/} (/} (/} (/} (/} z z z z ;;,: ;;,: ;;,: ;;,: ;;,: Gradinn /Soil Disturbance .,, Trenchinn /Excavation y x \_,/ Stockpilinq Drillinn /Borina . Concrete/Asohalt Sawcuttina Concrete Flatwork Pavina Conduit/Pipe Installation Stucco/Mortar Work Waste Disposal Staaina/Lav Down Area Eauioment Maintenance and Fuelinn Hazardous Substance Use/Starace Dewaterinq . Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the 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. PROJECT INFORMATION -,/-,-i Site Address: Ll vi--·Sj1L~·~T':-'\ .L,,\\>1 l: Assessor's Parcel Number: Z._\:::-J-J!_\ \ -Lil'.\, -'l>D Emergency Contact: Name: (~v (-·+ (:·, !'c'-cJ\ 24 Hour Phone: 1\,?C ·],>,'\ ·-L'--:7v, Construction Threat to Storm Water Quality (Check Box) / □ MEDIUM ,Kl LOW ., -"' 0 ;;,:_ C: "' ., ::, E 0 Q) 1" C) co N C: co :r: ::,e <D I ::,e ;;,: ., -"' □-;;,: C: ., ., E -Q) ~ C) U 0 C: C: 0 0 o:::e 00 I ::,e ;;,: Page 1 of 1 REV 11/17 Development Services (_ City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-so RECEIVED PURPOSE CITY OF CARLSBAD Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify wh~w &,!;l1~ 'ABJM' ~~Pl ordinance requirements apply to their project. This completed checklist (B-50) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. .,ol NOTE: The following type of pennits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provid>T;t' project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Co Green Code sections . Project Name/Building Permit No.: Chu -Accessory Dwelling Unit BP No.: Property Address/APN: 215-791-08-00 Applicant Name/Co.: Snap ADU Applicant Address: PO Box 2685, Carlsbad, CA 92018 Contact Phone: 7 60-259-24 76 Contact Email: permits@snapadu.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Whitney Hill Contact Phone: 760-259-2476 SnapADU, see above Contact Email: permits@snapadu.com Applicant Signature:. __ .;.Wh=it'-'ne"'y'-'H-"i"-ll _ __.~ ... F51' .. ·= .. r.:-~c..··::::_· ____ Date: 5-19-22 B-50 Page 1 of 7 0 Revised 04/21 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. Building Permit Valuation (BPV) $ breakdown _6_0-,0_0_0 _____ _ c-truc:donType [!] Residential I!! New construction I!! Additions and alterations: I!! BPV < $60,000 □ BPV .a $60,000 □ Electrical service panel upgrade only □ BPV .a $200,000 0 Nonresidential □ New construction □ Alterations: □ BPV .a $200,000 or additions .a 1,000 square feet □ BPV .a $1,000,000 □ .a 2,000 sq. ft. new roof addition 1. Energy Efficiency I Compllle 8ectlanl•I I Nolll: A high-rise residential building is 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 2A', 3A', 18, 28, 'Includes detached, newly constructed ADU 4A', 38,4A NIA NIA 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' 18, 4A' and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed j 18, 28, 38, 48 and 5 j 18, 5 18,28,5 Building alterations of .a 75% existing gross floor area 28,5 18 also applies if BPV .a $200,000 Please refer to Carisbad Municipal Code (CMG) 18.21.155 and 18.30.190,and the California Green Building Standards Code (CALGreen) for more infomnation. Appropriate details and notes must be placed on the plans according to selections cihosen in the design. A. D Residentialadditionoratteration~$60,000buildingpennitvaluation. I!! NIA Value< $60,000 Details of selectionchosenbelowmustbe placed on the plans referencing CMC □ Exception: Home energy score~ 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: D Ductsealing D Attic insulation □Cool roof D Attic insulation D 1978 and later Select one option: D Lighting package D Water heating Package D Between1978and1991 Select one option: D Ductsealing D Attic insulation □Cool roof D 1992 and later Select one option: D Lighting package D Water heating package Updated 4/161202 I 3 B. D Nonresidential' new construction or alterations~ $200,000 building pennit valuation, or additions~ 1,000 square feet. See CMC 18.21.155and CAL Green Appendix As □ N/A Value< $60,000 AS.203.1.1 Choose one:□. 1 Outdoor lighting □ .2 Restaurant service water heating (CEC 140.5) □ .3Warehousedocksealdoors. □ .4DaylightdesignPAFs □ .5Exhaustairheatrecovery □ N/A Value< $60,000 AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ . 90 Energy budget (Projects with indoorlighting AND mechanical) □ N/A AS.211.1" □ On-site renewable energy: □ N/A AS.211.3" □ Green powec (If offered by local utility provider, 50% minimum renewable sources) □ N/A AS.212.1 □ Elevators and escalators: (Project with more than one elevator or two escalators) □ N/A AS.213.1 □ Steel framing: (Provide details on plans for options 1-4chosen) □ N/A • Includes hotels/motels and high-rise residential buildings "Foralterations2:$ 1,000,000 BPVandaffecting> 75% existinggrossfloorarea, ORalterationsthatadd 2,000squarefeetof new roof addition: comply with CMG 18.30.130 (section 28 below) instead. 2. Photovoltaic Systems A. Iii Residential new construction (for low-rise residential building pennlt applications submitted after 1/1/20). Refer to 2019 Callfomla Energy Code section 150.1(c)14 for requirements. If project Includes installation of an electric heat pump water heater pursuant to CAP section 3B below (low-rise residential Water Heating), increase system size by .3kWdc tt PV offset option is selected. Floor Plan ID (use additional CFA #d.u. I Calculated kWdc' sheets if necessary) Ground Floor 749 SF 1 1.75 Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) 'Fonmula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception □ Tankless natural gas water heat □ Tankless natural gas water heat, □ Tankless natural gas water heat, □ Tankless natural gas water heat, B. D Nonresidential new construction or alterations ~1,000,000 BPV AND affecting ~75% existing floor area, OR addition that Increases roof area by ~.ooo square feel Please refer to CMC 18.30.130 when completing this section. 'Note: This section also applies to high-rise residential and hoteVmotel buildings. Choose one of the following methods: D Gross Floor Area (GFA)Method GFA: □ If< 1 0,000s.f. Enter: 5 kWdc Min.System Size: □ 112: 10,000s.f. calculate: 15 kWdcx (GFA/10,000)" kWdc "Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 4 D Time-Dependent Valuation Method AnnualTDV Energyuse:••• ______ x .BO= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the Cal~ornia Energy Commission. 3. Water Heating A. ~ Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. D For systems serving individual dwelling units choose one system: 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 CMG 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 I!! Exception: Tankless natural gas water heater proposed D For systems serving multiple dwelling units, install a central water-heating system with ALL of thefollowing: D Gas or propane water healing system D Recirculation system per CMG 18.30.150(6) (high-rise residential, hotel/motel} or CMG 18.30.170(6) (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 □ Exception: Tankless natural gas water heater proposed B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. D Water heating system derives at least 40% of its energy from one of the following (attach documentation}: D Solar-thermal D Photovoltaics D Recovered energy D 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: Tankless natural gas water heater proposed 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. Updated 4116121 5 4. Electric Vehicle Charging A. Ii] Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. !!I One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required !!I Exception : Detached Accessorv Dwelling Unit □ Multi-family residential· □ Exception • Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready' Other "Capable" Calculations: Total EVSE spaces= .10xT otal parking spaces proposed (rounded upto nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready'' or "Capable" *Major alterations are: ( 1 )for one and lwo-familydwellings and townhouseswilh attached garages, allerations have a building penmit valuation2'$60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or morewtthout attached garages), alterations have a building permit valuation <!$200,000, interior finishes are removed andsignificantsilework and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. •ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) □ Exception : Tankless natural gas water heater pr, Please refer to CMC 18;21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) \ Other "Ready" I Other "Capable" I I I Calculation· Refer to the table below· Total Number of Parking 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 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 andover 1 O percent of total 50 percent of Required EV Spaces Calculations: Total EVSEspaces = .10 x Total parking spaces proposed (rounded upto nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" Updated 4/16/2021 6 5. □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. CitystaffwillusethetablebelowbasedonyoursubmittedplanstodetenminewhetherornoryourpenmitrequiresaTDMplan.lfTDMisapplicabletoyour penmt, staff will contact the applicant to develop a site-specific TOM plan based on the penmt details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (all), 20 Restaurant 11 Retail, 8 Industrial 4 Manufacturing 4 Warehousing 4 , Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10th Edition 13 11 4.5 3.5 3 1 , 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 Samele calsulations· Office: 20,450 sf 1. 20,450 sf I 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= B ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf I 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand ManagementOrdinance. I agree to be contacted should mypenmit require a TOM plan and understand that an approved TDM plan isa condition of penmt issuance. w IA ; J.,A D ,. H i,,U, ApplicantSignature· .. ___ ,_ ~_, •_ ~~::1 ___________ _ 5-19-22 Date: _____ _ Person other than Applicant to be contacted for TDM comp/lance (if applicable): Name(Pnnted): __________________ _ Phone Number ____ _ Email Address: __________________ _ Updated 4/16/2021 7 f"' t_ (~ity ()f Carlsbad BOUNDARY CERTIFICATION B-60-A Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form shall be completed to certify the setback from inside face of foundation form to property line for ALL NEW CONSTRUCTION PROPOSED ATS' OR CLOSER THAN 5' TO AN ADJACENT PROPERTY LINE. NOTE: Property owner or project applicant/developer may not certify building setback. Assessor's Parcel Number: 215 • 7 ~ /-OB-O0 Site Address: _._I 3.,_.,2~0=-_S,,,_,_H.:cC>=-(l.=E'"'--'6"'-'-'l "°:..:O:::.....;L::,o,:_/J...:.. ---==Cc.::A:=..::R,.,,t..S=-c6C-'Ac.=.=D:......_9..i....=~c...:O:....fc:..( ____ _ I, \,./1 LWAM C. Tlf?ll , hereby certify under penalty of perjury that I <1m f,1rnili,ir with the rough grade elevations and building location requirements shown on the approved plans associated with the permits named above. that I have surveyed the site including rough grade elevations and building foundation location, and that the building foundation location and rough r,rade elevations are in substantial compliante with the plans approved by the City of Carlsbad in conjunction with the ,ssuance of the above named permits Elevation on plans: (FF/ Pad)t'AO 44. -'3 Elevation Measured: "T'OP Eco/ZIV\ 4 4. 4;, Bench-Mark: -PAO A\ f3A?t:. tiuv.S IF: 44 !1 Building distances to property lines as per approved building plans: • --37' " S.''"' •• · 4' • Front: It!>· 6 -0 Rear: (I Side: c·4 Side: ·O •~- Building distances to property lines as measured at the site: I • ,V.:" ~ '4" Front:17 7'' Rear:38-, .. Side:S84·a Side:__,:"!'._:,.__ Seal of Registration (above) ~<:,O v,ND S ,t ~ ..., WILLIAM C. TEAS LS 6411 S1gn,Jturr-,6/L_ (~------Phone No. 7~0-207-,S~ ,7 Date: ~S_-_/5"_·_!._0_Z.~3~_ Registered Civil Engineer, Structural Engineer or Licensed Land Surveyor Building Division Acknowledgement: _______________ Date: _________ _ BUILDING INSPECTOR B-61 Page 1 of 1 Rev.04/2022 City of Carlsba ~ '°< MAY 1 8 2023 0, UILDING DIVISI ;otc. ~ RECORD CC) o>;, V NOTES \_ 1. THE PURPOSE OF THIS SURVEY IS TO INSURE THAT THE PROPOSED ADU CAN BE BUILT IN COMPLIANCE WITH SETBACK REQUIREMENTS. 2. THE EASEMENTS SHOW ARE BASED ON MAP 13368. A TITLE REPORT WAS NOT PROVIDED 3. THE BOUNDARY SHOWN IS PER LOT 15 OF MAP 13368 I I I I I ~ I LU + in I ;;; :, z SCALE 1"=20' PERMIT SURVEY LEGEND I I ~ SET SPIKE ON 1'0' OFFSET P PROPOSED PL PROPERTY LINE --4• ADU SETBACK LINE -X-METALFENCE PROJECT INFORMATION ADDRESS: 1320 SHOREBIRD LANE, CARLSBAD, CA 92011 LEGAL: LOT 15 OF MAP 13368 SNAP PROJECT 22006 E-WALL UNDERCUT EXISTING HOUSE PL N88°16'45'W 59.79' SHOREBIRD LANE AUG. 22, 2022 I 9'-10 1/2" 8'-10 1/2' PL .6=4°30'50' R~230' L=18.121' T~lANo ::SURVEYING, INC. 760-7 45-9122 ( City of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov E-34 I INSTRUCTIONS: To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual). To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements or be subject to 'PRIORITY DEVELOPMENT PROJECT' (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards Iha~ initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of th,_ questions, please seek assistance from Land Development Engineering staff. - A completed and signed questionnaire must be submitted with each development project application. Only onl '\ completed and signed questionnaire is required when multiple development applications for the same project arJ.J submitted concurrently. PROJECT INFORMATION PROJECT NAME: 1320 Shorebird Lanne -ADU -Chu PROJECT ID: ADDRESS: 1320 Shorebird Lane Carlsbad CA 92011 APN: 215-791-08-00 , , The project is (check one): ~ New Development D Redevelopment The total proposed disturbed area is: 484SF fl' ( \ acres The total proposed newly created and/or replaced impervious area is: 484 SF 112 I \ acres If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID Then, go to Step 1 and follow the instructions. application to the city. E-34 SWQMP#: When completed, sign the form at the end and submit this with your Page 1 of4 . -- RE.CE1\/C.V .\\lN O 6 '"L~'L'l cARLSl3AD c11Y o~G o\\f\S\ON 13U\LDI O REV 02/16 STEP1 TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a "development project", please answer the following question: YES NO Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? D ~ If you answered "yes" to the above question, provide justification below then go to Step 5, mark the third box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): If vou answered "no" to the above auestion, the oroiect is a 'develonment proiect', ao to Step 2. STEP2 TO BE COMPLETED FOR ALL DEVELOPMENT PROJECTS To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following: YES NO 1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; D ~ b) Designed and constructed to be hydraulically disconnected from paved streets or roads; c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets nuidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? D ~ 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? D ~ If you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 5, mark the second box stating "my project is EXEMPT from PDP ... " and complete applicant information. Discussion to justify exemption ( e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered "no" to the above auestions, your project is not exemnt from PDP, ao to Step 3. E-34 Page 2 of 4 REV 04117 STEP3 TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.(1 )): YES NO 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, □ ~ and public development proiects on oublic or orivate land. 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or □ ~ more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or orivate land. 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is □ a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and ~ refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside □ ~ development proiect includes develooment on anv natural slooe that is twenty-five percent or areater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is □ ~ a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious street, road, highway, freeway or driveway surface collectively over the entire project □ ~ site? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcvcles, and other vehicles. 7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of □ ~ 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the oroiect to the ESA a.e. not comminaled with flows from adjacent lands).• 8. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair □ ~ shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes □ ~ RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADTI of 100 or more vehicles per dav. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land □ ~ and are expected to generate pollutants post construction? 11. Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC □ ~ 21.203.040) If you answered "yes" to one or more of the above questions, your project is a PDP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 5, check the first box stating "My project is a PDP ... " and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT.' Go to step 5, check the second box statina "Mv project is a 'STANDARD PROJECT' ... " and comnlete annlicant information. E-34 Page 3 of4 REV 04/17 . STEP4 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPMENT PROJECTS (PDP) ONLY Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)): YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A)= sq. ft. □ □ Total proposed newly created or replaced impervious area (B) = sq. ft. Percent impervious area created or replaced (B/A)'100 = % If you answered "yes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 5, check the first box stating "My project is a PDP ... " and complete applicant information. If you answered "no," the structural BMP's required for PDP apply to the entire development. Go to step 5, check the check the first box statina "Mv oroiect is a PDP ... " and comolete annlicant information. STEPS CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION D My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) for submittal at time of application. ~ My project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' stormwater requirements of the BMP Manual. As part of these requirements, I will submit a "Standard Project Requirement Checklist Form E-36' and incorporate low impact development strategies throughout my project. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibits to verify if 'STANDARD PROJECT' stormwater requirements apply. D My Project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box Applicant Name: Whitney Hill Applicant Title: Snae_ADU -CEO Applicant Signature: W ~ H i.LL, Date: 5-19-22 .. Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) 1mpa1red water bodies, areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. This Box for Ci 'ti Use Onlv C YES NO City Conqurrence: □ □ By: .•• l Date: ' , -'{-.... .. Project ID: . , ' ~ " • E-34 Page4 of4 REV 04/17 Building Permit Finaled Revision Permit Print Date: 11/07/2023 Job Address: 1322 SHOREBIRD LN, CARLSBAD, CA 92011-4884 Permit No: Status: (city of Carlsbad PREV2023-0129 Closed -Finaled Permit Type: Parcel#: BLDG-Permit Revision 2157910800 Work Class: Track#: Residential Permit Revision Applied: 06/20/2023 07/14/2023 11/07/2023 Valuation: $0.00 Occupancy Group: R-1 #of Dwelling Units: 1 Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: No Project Title: CHU DETACHED ADU Lot#: Project#: DEV2022-0145 Plan#: Construction Type:V-B Orig. Plan Check#: Plan Check#: Description: 1322 SHOREBIRD: REVISION -TRUSS MANUFACTURER Applicant: SNAPADU WHITNEY HILL PO BOX 2685 CARLSBAD, CA 92018-2685 (760) 259-2476 FEE BUILDING PLAN CHECK FEE (manual) Total Fees: $120.00 Building Division Property Owner: NHAT AND SU TRUST 09-16-16 1320 SHOREBIRD LN CARLSBAD, CA 92011-4884 Total Payments To Date: $120.00 Issued: Finaled Close Out: Final Inspection: INSPECTOR: Contractor: SNAPADU 1763 YUCCA RD OCEANSIDE, CA 92054-6156 (760) 259-1985 Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $120.00 $0.00 Pagelofl APPLICA=r10N MISSING FOR THIS PROJECT 1