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2645 VANCOUVER ST; ; CBR2023-2476; Permit
Building Permit Finaled Residential Permit Print Date: 07/17/2025 Job Address: Permit Type: Parcel#: Valuation : Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2645 VANCOUVER ST, CARLSBAD, CA 92010-1365 BLDG-Residential Work Class: 1674420700 Track#: $33,000.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check #: Addition Description: SANTY: DINING/KITCHEN EXPANSION (233 SF), INTERIOR REMODEL (190 SF) Applicant: Property Owner: JAMES CHINN SANTY TRUST 01-26-99 2120 JIMMY DURANTE BLVD, # UNIT 114 DEL MAR, CA 92014-2215 (858) 344-2425 FEE BUILDING PLAN CHECK 2693 VANCOUVER ST CARLSBAD, CA 92010 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $2,552.54 Total Payments To Date: $2,552.54 Permit No: Status: ( City of Carlsbad CBR2023-2476 Closed -Finaled Applied: 05/15/2023 Issued: 10/10/2023 Fina led Close Out: 07/17/2025 Final Inspection: 05/05/2025 INSPECTOR: de Roggenbuke, Dirk Balance Due: AMOUNT $1,007.04 $194.00 $98 .00 $2.00 $1,251.00 $0.50 $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 Ave nue, Carl sbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Ce;AlO 23 -21+ 7 {, Est. Value 5 51 0 D 0 PC Deposit ) l) O 7 . 0 L\- Date 5 ,h "S.. J 2 3. Job Addres52645 VANCOUVER STREET CT/Project#:BLOCK 442, MAP 10128 TCT74-4 Unit: APN: 167-442-07-00 ----- Lot#: 7 Vear Built: 1984 ---------- BRIEF DESCRIPTION OF WORK: 233 S.F. DINING/ KITCHEN EXPANS ION , 190 S.F. INTERIOR REMODEL §] New SF: Living SF, 233 Deck SF, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y ON New Fireplace? O YE) N, if yes how many? ___ _ El Remodel:_19_0 ___ SF of affected area Is the area a conversion or change of use? CY (l) N 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ □Solar: ___ KW, ___ Modules, Mounted:0RoofOGround, Tilt: ()YON, RMA:OY ON, Battery:OVO N, Panel Upgrade: Ov ON Electric Meter number: ------------ 0th er: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:JAMES CHINNN Name:PAUL & KATHLEEN SANTY Address:2120 JIMMY DURANTE B. #114 Address:2645 VANCOUVER STREET City:DEL MAR State:CA Zip:_92_0_1_4 __ City:CARLSBAD State:CA Zip:_9_20_1_0 __ _ Phone: 858-755-5863 Phone: 619-990-9668 Email:JAMESCHINN400@GMAIL.COM Email: pjsanty@sbcglobal.net DESIGN PROFESSIONAL Name:JAMES CHINN Address:2120 JIMMY DURANTE B. #114 City: DEL MAR State: CA Zip:_92_0_1_4 __ Phone: 858-755-5863 Email: JAMESCHINN400@GMAIL.COM Architect State License: C-15737 ----------- CONTRACTOR OF RECORD City: £i:>:Sot:\S>U'A State: C 6: Zip: S,.;:;r;;';?ci2-5 Phone: ;-t (,.Q -5?o -80 55 · Email: d ~'l ""~'=8 q.s .. .,r2,?.~ < 5-6x:::--AFL -~- CSLB license #: I Q9 9 ?:'.) ¢:Lc Class: __ \?....._ ___ _ Carlsbad Business License# (Required): _______ _ APPLICANT CERT/FICA T/ON: I certify that I have read the application and state that the above Information is correct and that the information of the plans Is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): JAMES CH INN 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04/22 .. 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. tOPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaffirmunderpenaltyof 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 effect. I also affirm under penal tyof perjury one of the following declarations {CHOOSE ONE): ®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. Policy No. __________________________________________ _ -OR- DI 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: ______________________ _ Policy No. ____________________________ Expiration Date:-----------------• -OR- ~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's Address: ______________________ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utllltles. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All Improvements existing on the property were completed in accordance with all regulations in existence at lhe r ne f their nstruc • n, unless otherwise noted . ..r!:-.r::-', NAME (PRINT): 75-t--1-=-u£t:, J5W SIGNATURE:"""'r"""-7¥--6.,....::::;---DATE: ,of t.o{ z.s Note: If the person signing above ls a~ authorized agent for the contractor rovide a {OPTION B}: OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D 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- DI, 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• DI 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 111 wh lch 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 it has not been constructed in its entirety by licensed contractors. I 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:IIwww.leginfo.ca.gov/ ca/aw. html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all eKistlng and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The eKistlng and proposed use of each building as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All Improvements existing on the property were completed in accordance with all regulations in ei<.istence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: DATE: ------------------------Note: If the erson si nin above is an authorized a ent for the ro ert owner Include form 8·62 sl ned b owner. 1635 Fara clay Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 PERMIT INSPECTION HISTORY for (CBR2023-2476) Permit Type: BLDG-Residential Work Class: Addition Application Date: 05/15/2023 Owner: TRUST SANTY TRUST 01-26-99 Issue Date: 10/10/2023 Subdivision: CARLSBAD TCT#74-04 Status: Closed -Finaled Expiration Date: 09/30/2024 Address: 2645 VANCOUVER ST CARLSBAD, CA 92010-1365 IVR Number: Scheduled Actual Inspection Type Inspection No. Date Start Date 05/05/2025 05/05/2025 BLDG-Final Inspection 283770-2025 Thursday, July 17, 2025 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS 49147 Inspection Primary Inspector Status Passed Dirk de Roggenbuke Reinspection Inspection Passed Yes Yes Yes. Yes Yes Complete Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2023-2476) Permit Type: BLDG-Residential Work Class: Addition Application Date: 05/15/2023 Owner: TRUST SANTY TRUST 01-26-99 Issue Date: 10/10/2023 Subdivision: CARLSBAD TCT#74-04 Status: Closed -Finaled Expiration Date: 09/30/2024 Address: 2645 VANCOUVER ST CARLSBAD, CA 92010-1365 Scheduled Date 04/01/2024 IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 04/01/2024 BLDG-16 Insulation Checklist Item 243879-2024 COMMENTS BLOG-Building Deficiency BLDG-17 Interior Lath/Drywall 243736-2024 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-18 Exterior Lath/Drywall 243880-2024 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-SW-Inspection Checklist Item 243881-2024 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Thursday, July 17, 2025 49147 Inspection Primary Inspector Reinspection Inspection Status Passed Yes Yes Yes Yes Yes Yes Yes Passed Dirk de Roggenbuke Complete Passed Yes Passed Dirk de Roggenbuke Complete Passed Yes Passed Dirk de Roggenbuke Complete Passed Yes Passed Dirk de Roggenbuke Complete Passed Yes Yes Yes Yes Yes Yes Yes Page 2 of 3 Building Permit Inspection -History Finaled (cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-2476) Permit Type: BLDG-Residential Application Date: 05/15/2023 Owner: TRUST SANTY TRUST 01-26-99 Work Class: Addition Issue Date: 10/10/2023 Subdivision: CARLSBAD TCT#74-04 Status: Closed -Finaled Expiration Date: 09/30/2024 Address: 2645 VANCOUVER ST IVR Number: 49147 CARLSBAD, CA 92010-1365 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/31/2023 10/31/2023 BLDG-21 229059-2023 Partial Pass Dirk de Roggenbuke Re inspection Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency 10/31/23 underground drain at new slab Yes ok 11/02/2023 11/02/2023 BLDG-11 229213-2023 Passed Dirk de Roggenbuke Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/05/2023 12/05/2023 BLDG-13 Shear 232285-2023 Passed Dirk de Roggenbuke Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-15 Roof/ReRoof 232284-2023 Passed Dirk de Roggenbuke Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency 12/5/23 sheathing and nailing ok Yes 02/27/2024 02/27/2024 BLDG-84 Rough 240674-2024 Passed Dirk de Roggenbuke 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 BLDG-SW-Inspection 240672-2024 Passed Dirk de Roggenbuke Complete Thursday, July 17, 2025 Page 1 of 3 CASCINO INSPECTION SERVICES INC. 150 Avalon Dr Vista Ca 92084 714-404-7413 INSPECTION REPORT OF --- REPORT NO. PROJECT NAME SANTY RES ------------ ADDRESS 2645 VANCOUVER STREET INSPECTION 0 CONCRETE MATERIAL IDENTIFICATION CONG. MIX NO. & lb/in2 CARLSBAD 0 REINF. STEEL GROUT MIX NO. & lb/in2 ARCHITECT JAMES CHINN 0 MASONRY MORTAR TYPE & lb/in2 ENGINEER 0 P.T. CONCRETE REINF. STEEL GR./SIZE CONTRACTOR HOME STRECTH 0 FIELD WELDING STRUCTURAL STEEL OTHER 0 SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 12/27/23 -----------0 BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER 0 EXP. ANCHOR OTHER BLDG. PERMIT/OTHER CBR2023-2476 ----------~ OTHER EPOXY -~--------------- MATERIAL SAMPLING 0 CONCRETE 0 MORTAR 0 GROUT O FIREPROOFING □ REINFORCING STEEL 0 STRUCTURAL STEEL 0 BOLTS □ 0 MASONRY BLOCK OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. OBSERVED EPOXY OF (3) 3/4" ALL THREAD SET WITH 10" EMBEDMENT @ KITCHEN ENTRY HOLES CLEANED BRUSHED & BLOWN AS PER ESR-4057 SIMPSON SET 3G INSTALLATION CONFORMS TO ESR-4057 RECORD COPY City of Carlsbad FEB 2 7 2024 BUILDING DIVISION Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. Transmittal Letter May 17, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Remodel Address: 2645 Vancouver St, Carlsbad CA Applicant Name: James Chinn Applicant Email: jameschinn400@gmail.com TrueN·orth COMPLIANCE SE~VICES FIRST REVIEW City Permit No: CBR2023-2476 True North No.: 23-018-395 True North Compliance Services, Jnc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. l. 2. 3. Drawings: Electronic copy dated May 5, 2023, by James Chinn. Structural Calculations: Electronic copy dated April 24, 2023, by Paul Christenson. Energy Calculations: Electronic copy dated May 3, 2023, by mark Gallant. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Scope of Work: Floor Area: Confinned Confirmed Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Richard Moreno -Plans Examiner True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562.733.8030 Residential Addition 2645 Vancouver St May 17, 2023 RESUBMITTAL INSTRUCTIONS: Plan Review Comments City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-24 76 True North No.: 23-018-395 Page 2 Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov. Deliver THREE corrected sets of plans and TWO corrected calculations/reports directly to the City of Carlsbad Building Division, 1635 Faraday Ave., Carlsbad, CA 92008, ( 442) 339-2719. The City will route the plans to True North, Planning and Land Development Engineering Departments (if applicable) for continued review. Please contact the City to schedule a time to resubmit. Resubmittals can be made by appointment at Welcome -Communitv Development Services -OLess Kiosk. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The City will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i .e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer's stamp and signature on all sheets of the drawings and on the coversbeets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-3/U NIA V-B No 2 stories, existing. 1 story addition Addition: 23 sq . ft. Residential Addition 2645 Vancouver St May 17, 2023 ARCIDTECTURAL COMMENTS: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-2476 True North No.: 23-018-395 Page 3 A 1. Kitchens require exhaust fans to comply with table 150.0-G. Note CFM rating on plans. Show exhaust fan or a ducted range hood and specify CFM rating on plans. Exhaust fan must be ducted to the exterior of the building. Notice that Kitchen exhaust fans are no longer 100 CFM, depends on the building area. A2. Plan sheet 2: On the floor plan, specify windows within 24" arc of the doors' edge, in a closed position, to be temper glazing. CRC 308.4.2 A3. Plan sheet 4: note slope and roofing material proposed the cricket roofing. A4. ELECTRICAL COMMENTS: E 1. Sheet 6: Provide a GFCI receptacle on each side of the island counter in the kitchen. CEC 210.52(C)( l ). GREEN BUILDING COMMENTS: No Comments ENERGY COMPLIANCE COMMENTS: Tl. No comments STRUCTURAL COMMENTS: General: S 1. At the roof framing plan, provide/reference a detail showing adequate seismic strapping between the new and existing framing. Residential Addition 2645 Vancouver St May 17, 2023 City of Carlsbad-FffiST REVIEW City Permit No.: CBR2023-2476 True North No.: 23-018-395 Page4 S2. Per structural calculations, footing will be required at left and right supports of FB-1. Review and revise as needed. If you have any questions regarding the above comments, please contact Richard Moreno via email richardrn@tncservices.com or telephone (562) 733-8030. IEND) PCSO Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 RECEIVED MAY 16 2023 CITY OF CARLSBAD BUILDING DIVISION Structural Design Calculations Residential Addition Client James A. Chinn, Architect Project Santy Residence 2645 Vancouver Street Carlsb Paul S. Christenson RCE C57182, exp. 12/31/23 April 24, 2023 PCSD File #: 23-188 r- l'' .~ -~ ..r ._J -· --1 Aul C-h.rjJt:"-><~on SA-tt DU-ljo z:,..,., ..... un.><'f Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmall.com 1.0 Design Criteria: Santy Residence 23-188 Code: Timber: 2022 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: DF-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: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-1 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.) JOB 23-188 SHEET NO t.. OF -----? ,u/f;,t',uu;n,FO:n -;,.,, 25~" :&Jmee~ CALCULATED BY PSC DATE 4/24/23 CHECK BY _____ DATE ___ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. InL = ILL = Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists loL = ILL = Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls IoL = ILL= Total Load= Exterior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs@ 16" o.c. 5/8" Gypsum Bd. Misc. 6.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 15.0 psf 20.0 psf 35.0 psf 6.0 psf 1.5 psf 2.8 psf 1.7 psf 12.0 psf 20.0 psf 32.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf 1.1 psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf I.I psf 2.3 psf 8.0 psf c?'..u/r;',tr/nen,on 'ef'°' zfuyo bJUteeMJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB SHEET NO CALCULATED BY CHECK BY SCALE 23-188 ~ OF PSC DATE 4/24/23 DATE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2x F.J. 5/8" Gyp. Bd. Insulation and Misc. IoL = ILL = Total Load= 5.5 psf 2.3 psf 3.5 psf 2.8 psf 0.9 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 = B Ps = ..\Kzt*l*Ps30 (ASCE 7-16 -Equation 28.5-1 ) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic Sos = (2/3) SMs S0 s = 0.786 Sos Cs = (R/I) Cs = 0.121 USE: V= 0.121 WoL ASD BASE SHEAR C,WoL 1.4 (I 1.4.5) >. = 1.00 (tig. 28.5.1-Ps30 = Kzt= 1.00 (fig.26.8-1) I = 26.6 psf 1.0 USGS APPLICATION Ss= 0.983 S, = 0.360 F.= 1.20 F = V 0.00 R = 6.5 I = 1.00 h,, = 25.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY s,<o.1s s, > 0.04 Ss >o.1s (11.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) Ta = C, * (hn)°-75 = 0.224 Ts = So/Sos~ 0 k = 1.0 Eqn. 12.8-1 Not Ol Ta<0.5 Seismic Design Category: D 4/21fe3, 10:08AM U.S. Seismic Design Maps -a ............ Santy 2645 Vancouver St, Carlsbad, CA 92010, USA Latitude, Longitude: 33.175064, -117.3163917 8 'i:i ~'& C'i) Tanglewood . • : I,,.' 41,,f,I: • . ~ 'l'ltctc1 D -(? e1,. -...'l <;I> 0(/.·· II) 3. "s"' C, 0 (0 -o Cq11.. ~ &Susana ' OSHPD 1Pr/ Google Map data ©2023 : Date Design Code Reference Document Risk Category Site Class Type Value Ss 0.983 S1 0.36 , SMs 1.18 SM1 null -See Section 11.4.8 ' • Sos 0.787 So1 null -See Section 11.4.8 'Type Value soc n1-11l -See Section 11.4,8 : Fa 1.2 Fv null -See Section 11.4.8 PGA 0.429 FPGA 1.2 , PG-¾.. 0.515 TL 8 SsRT 0.983 'SsUH 1.089 'SsD 1.5 S1RT 0.36 S1UH 0.395 S1D 0.6 PGAd 0.5 , PGAuH 0.429 https://www.seismicmaps.org Description 4/21/2023, 10:08:44 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 Numeric seismic design vaJIJe at 0.2 second 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 peak ground acceleration 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 unifonn-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored detennfnistic acceleration varue. (0.2 second) Probabilistic risk-targeted ground motion. (1 .0 second) Factored unifonn-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored detenninistic acceleration value. (1 .0 second) Factored detenninlstic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of ,exceedance in 50 years) Peak Ground Acceleration 1/3 ~fORTEWEB' +- 0 12 4[ m MEMBER REPORT Roof Framing, (RR-1) Rafters 1 plece{s) 2 x 6 OF No.2@ 24ft OC Sloped Length: 9' 9/16" B' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. '' ·•••L ~ ' . ~. ··J:,l~::~i~t•~:~·t "~~'~.:~~:;t<cy b:fJ;_:~tI}J ~f ;~;y~~,k~.,t~~ .t~"'f .. "'·.,.,.~~,.,, .. ,_ ••. _r•~-~-~~ -~~tf;tl::~~ff}:i.f~f_ '· Member Reaction (lbs) 307@ 2 1/2" 3281 (3.50") Passed (9%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 255 @ 8 11/16" 1238 Passed (21 % ) 1.25 1.0 D + 1.0 lJ (All Spans) Moment (Ft-lbs) 597 @ 4• 3 1(2~ 1060 Passed (56%) 1.25 1.0 D + 1.0 Lr (AR Spans) Live Load Defl. {In) 0.134 @ 4' 3 1/2" 0.430 Passed (l/773) -1.0 D + 1.0 Lr {All Spans) Total Load Den. (In) 0.239 @ 4' 3 1/2" 0.574 Passed (1./432) --1.0 D + 1.0 Lr (All Spans) • Derlectlon criteria: LL (L/240) and Tl (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% lncre;,se In the moment capacity has been added to account for repetJtlve member usage. • Applicable calculations are based on NDS. 2 -Beveled Pta~ -OF 1.50" 136 172 • Bloddng Panels are assumed to carry no loads applied dlrectly above them and the fuN load Is applied IE the member being designed, Top Edge (Lu) 9' 1" o/c Bottom Edge (Lu) 9' 1" 0/C •Maldmum allowllble bracing Intervals based on applied load. PASSED 4l .;. 0 Member Length : 9' 2 3/8" System : Roof Membl!f Type : Jotst BulldlnQ Use : Residential Building Cod<! : IBC 2021 DesJgn Methodology : ASO Member Pitch : 4/12 Weyerhaeuser wamints that the sizing of Its products wtll be In accordance with Weyerhaeuser product design criteria and published des!Qn values. Weyl!fhaeuser expressly dlSdalms any other warranties related to the software. Use of this software ls not Intended tD circumvent the need for a oesl9n professional as determined by the authority haVlng Jurisdiction. 'The designer of record, builder or framer Is responsJble to assure that this calculatlon Is compatible with lhe overall project. Accessories (Rlm Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at WeyerhaeuSer raclllties are third-party certlfled !D sustllnable forestry standards. Weyemaeuser l:nglneered lumber Products have been e.ialuated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser t)IOduct literature and lnstllllat!on dl!talls refer to www.weyerhaeoser.com/woodproducts/document-llbrary. The product application, Input ~lgn loads, dimensions and support Information have been provided by ForteWEB Software Operator forteWEB Softwa,-Operator JobNotM Paul ChrlSU!llson PCSO Engineering (760) 207-1885 A paul.pcsd@gmail.com Weyerhaeuser 4/25/2023 8:27:30 PM lJTC ForteWEB v3 .5, Engine: VB.2.5.1, Data: VB.1.3.6 File Name: Santy Page 1 I 1 ~FORTEWEB. MEMBER REPORT Roof Framing, (RR-2) Ra~ers 1 plece{s) 2 x 10 DF No.2 @ 24" OC Sloped Length: 12' 8 13/16" .. 0 12 41 11' 6" m All locations are measured from the outside face r:I left support (or left cantilever end). All dimensions are horizontal. ·:~~~:-• •• ·~--· ·:;/;t,;tr;~p;: ,~'~♦-~:r:::r \f;i...· l', ._,.,.,,·;.~i;. )ij~tt?it~t.)f;$_¥ r:tr~~f--Wi ✓.: _ -"'~ ·;~~ ~~ .:~~t9Jttfl~1i1~- Member Reaction (lbs) 433@ 2 1/2" 3281 (3.50") Passed (13%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 359@ 1' 1/4" 2081 Passed (17%) 1.25 1.0 D + 1.0 Lr (AH Spans) Moment (Ft-lbs) 1219 @ 6' 1/2" 2537 Passed (48%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Def!. (In) 0.117@ 6' 1/2" 0.615 Passed (Lj999+) ·-1.0 D + 1.0 Lr (All Spans) Total Load Defl. (In) 0.210 @ 6' 1/2" 0.820 Passed (Lj704) -· 1.0 0 + 1.0 Lr (All Spans) • De!lection ctiterla: LL (L/2◄0) and TL (L/180). • Anowed moment does not reflect the adjustment for the beam stability factor. • A 15% Increase In the moment capacity has been added to account for repetitive member usage. • AWlcable calrulatwns are based on NOS. 3.50" 3.50" 1.50" 191 242 ◄33 • Blocktng Panels are assumed to '2ITY no loads aw1ed directly above them and the I\JU load Is awled to the member being designed. BotlDm Edge (Lu) 12' 9" O/C •Maximum aHOWllble bracing Intervals based on applied load. PASSED f1 + 0 Member Length : 12' 1115/16" System : Roof Member Type : Joist Building Use : Resldentlal Building Code : IBC 2021 Oeslgn Methodology : ASO Member Pitch : 4/12 Weyemaeuser warrants that the sizing of its products wrn be In accordance with Weyerhaeuser product design crtter1a and published design values. Weyerhaeuser expressly dlsclalms any other warranties related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jur1sdictlon. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessor1es (Rim Board, Blocking Panels and Squash Blocks) are not designed bv this software. Products manufactured at Weyerhaeuser fadlltles are thlro-par:tv celtllled to SUSl3lnable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC·ES under evalu.tlon reports ESR· 1153 and ESR· 1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reoo,15, Wevemaeuser product literature and Installation details refer to www.weyert,aeuser.oom/woodproducts/document-llbrary. The product application, Input design loads, dimenSlons and support Information have been provided by FotteWEB Software Operator ForteWEB Software Operator Job Notes Paul 01rtstenson PCSD Engineering (760) 207-1885 A paul.pcsd@gmall.com Weyerhaeuser 4/25/2023 8:28:12 PM LTTC ForteWEB v3.5, Engine: VB.2.5.1, Data: VB.1.3.6 File Name: Santy Page 1 I 1 ~FORTEWEB' .. 0 MEMBER REPORT Roof Framing, (RIH) Ridge Bm 1 plece(s) 4 x 8 DF No.2 Overall Length: a· 7" PASSED 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. -· " ... , ... _,,...,, ,~ (' ~:,•f'.£;\~z;i\f.f ~~,~ •. .r.~L.'d-~.!.~~~~ 1tr~i;;-.~.f(f .. Member Reaction (lbs) 1229@ 2" 7656 (3. SO") Shear (lbs) 973@ 10 3/4" 3806 Moment (Ft-lbs) 2437 @ 4' 3 1/2" 3737 Live Load Defl. (In) 0.094 @ 4' 3 1/2" 0.412 Total Load Defl. (In) 0.168@ 4' 3 1/2" 0.550 • Dellectlon crttena: LL (L/240) and n (l/180). • Allowed moment does not reflect the adjustment for the beam stability filctor. • Applicable calculatlons are based on NOS. :~~~~~~;~~-~.~~'.;~•i l ii\f.% Passed (16%) -- Passed (26%) 1.25 Passed (65"1i,) 1.25 Passed (1./999+) .. Passed (1./590) .. -~t ~~--;.:· • .,._• ·,:-~ ~~t~~ZrJ};:.fffe~:~f~4~: 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (AH Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Drop Beam Building Use : Reslden~al Butldlng Code : !BC 2021 Design Methodology : ASD Member Pitcil : 0/12 • Bloddng Panels are assumed to carry no loads applied directly above tnem and the full load Is applied tXJ the member being desl(lned. 8' 7" 0/C 8' 7" o/c •Maximum aloweble bracing lnte<vals based on applied toad. Weyerhaeuser wamints that the sizing of Its products will be In accordance with Weyerhaeuser product design crtll!rla and published design values. Weyemaeuser expressly dlSdalms any od1er warn,nties related to the software. Use of this software is not Intended tD circumvent the need ror a design professional as determined 17)1 the authortty having Jurtsdlctlon. The designer of record, builder or framer Is responsible to assure that lhls calculatlon Is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at weyemaeuser flldl11les are third-party cer,inec:1 to sustainable rorestry standards. Weyemaeuser l':nglneered Lumber Prooucts llaVe been evatualeC by 1cc-1:s unoer evaluatlon report:S 't:Sll.-11'53 and l:SR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluatlon reports, Weyerhaeuser product literature and lnstallatlon details refer to www.weyemaeuser.com/woodproducts/document-llbrllry. The product appllcatlon, Input deslQn loads, dimensions and support lnformaUon have been provided 17)1 ForteWEB Software Open,tor ForteWl!B Software Operator JobNota Paul Oirlstenson PCSD Engineering (760) 207-1B85 A paut.pcsd@gmaU.com Weycrhil<:User 4/25/2023 8:29:11 PM LJTC ForteWEB v3.S, Engine: VB.2.5.1, Data: V8.l.3.6 File Name: Santy Page 1 / 1 ~FORTEWEB. • 0 [i] MEMBER REPORT Roof Framing, (RB·2) Hdr Bm 1 plece(s) 4 x 10 DF No.2 Overall Length: 10' 7•· PASSED ll • 0 [fil All locatlons are measured from the outside face cl left support (or left cantilever end). All dimensions are horizontal. ·~~-·, ... --:~, ~~,'<'4-., ... i._.-. f~:tJJJ~t~ ~G~<'\~.'.~;~~~~ ~~*~~~~~,~-◄ Member Reaction (lbs) 1240@ 2" 7656 (3.50") Shear (lbs) 1115@ l' 3/4" 4856 Moment (Ft-lbs) 4704 @ 5' 3 1/2~ 5615 Live Load Defl. (In) 0.099 @ 5' 3 1/2" 0.512 Total Load Defl. (in) 0.209 @ 5' 3 1/2" 0.683 • Deflection criteria: LL (L/240) a!ld TL (L/180). • Allowed moment does not reflect the adjustment for the beam stablUty factor. • Applicable calculations are based on NOS. ~,i;i'!•,_ ~--~·1,:;~~rt\~~~!;~ ;.J .• ~~ Passed (16%) -· Passed (23%) 1.25 Passed (84%) 1.25 Passed (L/999+) -- Passed (L/590) .. ::A-•i:; .. :, :~_,.:~ ~: -_u 1"'. ~-~\.·-~ ~•~a.1c-,~~-~fi:ft£tr~zt 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (AH Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) SystEm : Roof Member Type : Drop Beam Bulldtng Use : Resldentlal Bulldl119 Code : !BC 2021 Design MelhodolotJy : ASO Member Pitch : 0/12 • Blod<l119 Panels are assumed to c.an-y no loads applied directly above them and the fuM load Is applied to the member being designed. 10• r o/c Bottom Edge (LU) 10' 7" o/c •Ma>dmum allowable lndng Intervals based on applied load, 0 • Self Welght (PLF) 0 to 10' 7" N/A 8.2 1 • Unlfonn (PSF) 0 to 10' 7" (Front) 2' 15.0 20.0 Default Load 2 • UnlfOrm ( PLF) 0 to 10' 7" (Front) N/A 40.0 Default Load 3 • P0lnt (lb) 5' 3 1/2" (Front) N/A 543 687 Default Load Weyemaeuser wamints that the slzlng of Its products wm be ln accxirdance with Weyemaeuser product design atll!ria and published deslgn values. Weyerhaeuser expressly dlsdalms any other warranties related to the software. Use of this software Is not Intended to Circumvent the need for a design professional as determined by the authortty haVlng Jurtsdk:llon. The designer of record, builder or framer Is responsible to assure that this calculation Is compaUble wltll the overall project. Accessories (Rim Boa~, Blocking Panels and Squash Slodls) are not designed by this software. Products manufactured at Weyerhaeuser facilities are ltllrd-party certified to sustlllnable rorestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC·ES under evaluation reports ESR· 1153 and ESR· 1387 and/rx teste:l In accon:lance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyertiaeuser.com,lwoodproducts/document·llt:r.lry. The product application, Input design loads, dimensions and support Information have been provided by Fom!WEB Software Operator Fot1eWl!II Software Operatur lobNotes Paul Christenson PCSD Engineering (760) 207-1885 A paul.pcsd@gmail.com Weyerhaeuser 4/25/2023 8:30:26 PM UTC ForteWEB v3.S, Engine: V8.2.S.1, Data: VB.1.3.6 File Name: santy Page 1 / 1 ~FORTEWEe· [!] MEMBER REPORT Floor Framing, (FB-1) Fir Bm 1 plece(s) 51/4" x 117/8" 2.2E Parallam® PSL Overall Length: 15' 9" PASSED r,/ .. 0 [?] All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. r..:.i.ct'I>. .,., .. ......... •_;--f' t~l!.::;'}.~~e~~Q ~i~1i~--~~~~;~ -~~~~}"t~ ~~r(~~tt:r~\-;? "~ Member Reaction (lbs) 5740@ 15' 7" 11484 (3.50") Passed (50%) Shear (lbs) 4780@ 14' 5 5/8'' 12053 Passed (40%) Moment (Ft-lbs) 21036 @ 8' 1 1/16" 29854 Passed (70%) Live Load Defl. (In) 0.261 @ 7' 11 7/8" 0.514 Passed (l./710) Total Load Oefl. (In) 0.590@ 7' 11 7/16" 0.771 Passed (l./314) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor . . SO" 1.50" 3.50" 1.75" 3046 15' 9" o/c •Maximum allowable bracing Intervals based on applied load. 0 • Self Weight (PLF) 0 to 15' 9" N/A 19.5 1 • Uniform (Plf) 0 to 7' 9" (Front) N/A 280.0 220.0 2 • Uniform (PLF) 7' 9" to 15' 9" (Front) N/A 350.0 380.0 3 • l'Olnt (lb) 7' 9" (Front) N/A 543 y..:~~1 -- 1.00 1.00 -- -- ~r -~l>~· ,.~-; • -~ .~--·~c~iW:~~·zr~t~~1::; 1.0 D + 1.0 L {All Spans) 1.0 0 + 1.0 L {All Spans) 1.0 D + 1,0 L (AH Spans) 1.0 0 + 0.75 L + 0.75 Lr {All Spans) 1.0 0 + 0.75 L + 0.75 Lr {All Spans) 40.0 40.0 687 System : Floor Member Type : Drop Beam Building Use : Resldential Building Code : !BC 2021 Design Methodology : ASD Weyerhaeuser wan-ants that the sizing of Its products will be In acc.o,dance with Weyertiaeuser product design cr1rer1a and published design values. Weyemaeuser expressly disclaims any other wam,ntles related to the SO!tware. Use of thls SOltware Is not lnteooed to circumvent ttie nee<! for a~ professional as oetermlne<I b',' the aU1hortty having )ur1sd\ctlon. Toe des1gner of recoro, bullOer or rramer Is responsible ID assure that this calculation Is compabble with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks} are not designed by this sottware. Products manufactured at Weyerhaeuser facilities are third-party cerUfled to sustainable forestry standards. Weyemaeuser Engineered Lumber Products have been evaluatl!d by ICC·ES under evaluatlon reports ESR-1153 and ESR-1387 and/err tesred In acmrdance with applialble ASTM standards. For rurrent code evaluation reports, Weyerhaeuser product literature and Installation details refer ID www,weyertiaeuser.com/woodproducts/document-llbrary. The product applleatlon, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator l'ol'teWEB SOftware <>i,erator Job~ Paul Christenson PCSD Engineering (760) 207-1685 paul.pcsd@gmall.com Weyerhaeuser 4/25/2023 8:36:51 PM UTC ForteWEB v3.5, Engine: VB.2.5.1, Data: VS.1.3,6 Flle Name: Santy Pagel/1 ? ,ru/f;,tr/denJ'Cn efl/J'I fj,,'!f., bJineen'nJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.0 Lateral Design & Analysis (Two"Story) JOB 23-188 SHEET NO q OF CALCULATED BY' PSC DAT-E--4/-24-/2_3_ CHECK BY SCALE DATE --------- Wind: P = A Kzt I psJo (ASC:6 7-16 • Equation 28 5-1) Seismic: V = C5 W DL (ASCE 7-16-Eqn 12.8-2) >-.= Kzt = PS30= 1.00 1.0 26.6 psf (tig 28 5 1-1) (fig 26.8) S = 5 F= a R = 0.983 1.2 6.50 S1 = 0.360 Fv= 0.0 I = 1.00 I = 1.0 (fig 2~ 3-1) (!able I 5-2 I V= 0.086 *Wt• p (p -Redundancy) p ; 16.0 psf Criteria Each Story Resists > 35% Base Shear: Wind Loads Any Shear Wall w/ (h/I)>1 .0 is < 33% Story Force: P = 16.0 psf x Trib Area Roof Level Direction: Direction: 2nd Floor Level Direction: Direction: Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = Floor Weight Diaphragm = Exterior Wall Wt = Interior Wall Wt = 1st Flr. Roof Wt. = N /S = 16.0 psf X 267 sq. ft.= E /W = 16.0 psf X 436 sq. ft.= N /S = 16.0 psf X 407 sq. ft.= E /W = 16.0 psf X 486 sq. ft.= 12.0 psf x 1370 sq. ft.= 16440 lbs. 15.0 psf x 505 sq. ft.= 7575 lbs. 8.0 psf x 433 sq. ft . = 3464 lbs. 4.0 psf x 1142 sq. ft. = 4568 lbs. ------Total Trib. WR = 32047 lbs. 15.0 psf X 1142 sq. ft. = 17130 lbs. 15.0 psf X 1171 sq. ft. = 17565 lbs. 8.0 psf X 1004 sq. ft. = 8032 lbs. 15.0 psf X 975 sq. ft. = 14625 lbs. Total Trib. WR = 57352 lbs. Total Seismic Dead Load: Wt= 89399 lbs. ASD Base Shear: V = 0.086 * Wt = 7726 lbs. 4261 lbs. 6959 lbs. 6496 lbs. 7757 lbs. p= 1st Story 2nd Story satisfied satisfi ed sati sfied not satisfied l 1 ?,n,J"f;,trlm,n.,..,n ef"'" $JIL;fo bJ'neermJ JOB SHEET NO CALCULATED BY CHECK BY 23-188 lb OF ----PSC DA TE 4/24/23 DATE -------3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885-Email: paul.pcsd@gmail.com Roof Diaphragm: N /S Direction V = 4261 lbs. A= 1370 sq. ft f =VIA= p 3.11 Floor Diaphragm~ N I s Direction V = 6496 -------- psf lbs. A= 2117 sq.ft ,,.,..,..---..,,......,,...,.,....--f =VIA= 3.07 psf p -----Seismic Lateral Distribution V= 7726 lbs. • p Level hx (lbs) (ft) Roof 32047 17 2nd Floor 57352 8 Wx hx (lbs-ft) 544799 458816 1003615 E /W Direction V= 6959 lbs. A= 1370 sq. ft f =VIA= p 5.08 psf E /W V= Direction 7757 lbs. --------A= 2117 sq.ft --------fp=VIA= 3.66 psf ----- F V k Wx (h. l I. w h ·k (lbs) (lbs) 0.543 4194 4194 0.457 3532 7726 1.000 7726 ,?'° ,uff;'.l"'r/.den,on 'ef n1 ~~o :£nfaeermJ 3529 Coastview Ct -Carlsbad, CA 9201 O JOB 23-188 SHEET NO l \ OF CALCULATED BY PSC DAT--E--4-/2-4-/2_3_ CHECK BY _____ DATE __ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis -1st Story Shear Walls N I S E /W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. TyPe 2 IO 9.5 14 A A 2 2 4.66 8 A 4 IO 10 8 A B 3 3.33 13 A 0 ~ D I I 2 8 WSltJ\-t 0 j)(1 0 0 0 0 # /0! 0 #DP /0! 0 #D~{O! 0 #~ ~./0! 0 #DI /0! 0 #D~ /0! 0 #DI O! 0 #D~ ~/0! 0 #D 1/0! 0 #DJ''l0! $' ,u/f;',tdde:HJ'Oh 'e/a, :DleJo bfaeeru,J 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis ( cont.) Gridline Q) 22 % ( 6496 X 0.22 1429 #) 1429 lbs. + 0 V = 9.5 ft. 150 plf OTF 2106 lbs. Gridline G) 18 % ( 6496 X 0.18 = 1169 #) 1169 lbs. + 0 V = 10 ft. 117 plf OTF 935.4 lbs. JOB 23-188 SHEET NO \ L OF -----CALCULATED BY PSC DATE 4/24/23 CHECKBY _____ DATE __ _ SCALE & HDU2 & HDU2 $' ,u/f;,tnJ't'lmJ'On 'ef 1m ~~o bfaeemv 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis (cont.) Gridline Ct) 5 % ( 7757 X 0.05 = 388 #) 388 lbs. + 0 plf ,c (ti,,):. l'\S r.,r V = 4.66 ft. 83 OTF 665.8 lbs. Gridline G) 12 % ( 7757 X 0.12 = 931 #) 931 lbs. + 0 plf ,c L ~,) :t 1,f>O. I' V = 3.33 ft. 280 -,,,. OTF 3634 lbs. 1.'v~ Gridline Cw 26 % ( 7757 X 0.26 2017 #) 2017 lbs. + 3479 V = 2 ft. 2748 plf JOB 23-188 G OF __ _ PSC DATE 4124/23 DATE SHEET NO CALCULATED BY CHECK BY SCALE ------- & HDU2 11 ~P"Z. & l2-)·Wswlf,. & lrc. \'1~1,) SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: Santy WaJJ Name: WaU Line D Application: Standard Wall on Concrete Design Criteria: • 2021 International Bldg Code *Wind • 2500 psi concrete • ASD Design Shear = 5496 lbs * Nominal wall height = 8 ft Selected Strong-Wall® Panel Solution: SIMPSON Strong-Tie N/A NIA 2 -1 " 2000 19500 lb . ~--t ___ .) _ --~~~-~ J 19500_lb _ Actual Shear & Drift Distribution: Model , RR ; Actual Allowable '. Actual / l • Actual Drift 1· ; Relative 1 , Shear Shear I Allow : Drift : Limit ' Rigidity . (lbs) (lbs) ; Shear 1 (in) ; (in) I ! ' . .. l l I·-:::~;;_;; ________ -"---~_::; ___ J_ --~;:; __ -~-----::;; ___ ~~--l-;:~ __ L_~;; -~::! _ _! Notes: 1. Strong-Wall High-Strength Wood Shearwalls have been evaluated to the 2021 IBC/IRC. See www.strongtie.com for additional design and installation information . 2. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. 3. The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. 4. Panels may be trimmed to a minimum height of 74½". Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongUe.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 ol 3 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Posltas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: Santy Wall Name: Wall Line D Application: Standard Wall on Concrete Design Criteria: • Slab on grade -Slab edge • 2021 International Bldg Code *Wind • 2500 psi concrete Anchor Solution Details: Slab-on-Grade Installation I I I SIMPSON Strong-Tie ., .. ,-------------L·------,----~ ,____ t t .. I I I I I ½W w .•. I I I I I I I I I ~½w-- I ½W l=:il -----;l------~ • B I ½W·+j Slab-on--Grade Section View Perspective View Footing Plan Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: r·---~o~:1 --·:!·-~--'.-~e ·r -~----j ~n~~:~ol~-'. St~n~h \ r ··M~d~;···r ~----~~-;--·B ~-A~ch:r-~-o~: Stren~~h -·1 [~~ii~~~-~-_-J:~~T~ ~:i_~--i~-J--~~-~~~i~~l ·;~~~~~~~ -! ! -~s0~~~~~:~. :~-~~ __ '.~ i~. ::~~~~ __ ; i s_~~~~-_:_ -~~l~~h~-~] Notes: 1. Anchorage designs conform to ACI 318-19, ACI 318-14 and 318-11 Appendix D with no supplementary reinforcement for cracked and uncracked concrete as noted. 2. Anchorage strength Indicates required grade of anchor bolt. Standard (ASTM F1554 grade 36) or High Strength (HS)(ASTM A 193 Grade B7). 3. Wind includes Seismic Design Category A and B and detached 1 and 2 family dwellings in SDC C. 4. Foundation dimensions are for anchorage only. Foundation design (size and reinforcement) by others. The registered design professional may specify alternate embedment, footing size or anchor bolt. Page2 of 3 .. . . SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtle.com --------111 min -·-----~ I ----·----L, ·-----, /-'' WSWH-A8 '31111fl)in grlde60rab<r (min.) litld tie and S<C.ie du,log COI\Cf,tl poc"""11.l)wrlap v.artes "'1th bott spacing WSW~AB 13 1~ Field lie a1tdlitGUr• du11nQooncrell ploctmMt Hairpin Shffr Relnfo~t '3 hairpin (13 lie Slmllar), 1 ,,. table for requ~OCI quontr!)' Hairpin lnatallat1on iG&'1lf;le CUf1J sftOWn, ol/Jer loothQ ryp,,s •lmlol/ Shear Anchora,ge Solutions ...... --· ........... l,•t.. ------fll,.) ------_._ -(1rLl -Oot,l WSWH12 101/, (1)#3 T~ 6 See Note 7 6 WSWH18 15 (2)#3hlrrplnf'' (1)t3na!fpln WSWH2◄ 19 (2)#3halrplr,s' 6 (2)"3halrJjro' 6 Q<ade 60 rtblr(n,;n.) Tie Shear Reinforcement -· --l,000 770 Harpin r<llnforcemeit adlieYeS ma.oroom l!babit shell load ol 1ht Slro!1g-W.l"w.iWH 1 -~ ~ c:tJrlorm to AC131&-14 Cffl)ler 17 ""'AC1 J1e-11 e,,c..,...,,. ,r;,num 2.600 P" cx,nc;,uto 2. 9--lsnotreQ(hdtor lntoriorfou'ldallon~ (ponr,t--f!omadgeotC<lnC19t91, o,braoedwalp<rlOj ~ 3. Sels'nlc r.cllCat .. ,oisrrk design eatego,yC ""°"11' >.~on&-aod IWO-lamly dwelngo on SOC C rfW/ \.M wind an.-:ll<nge ~-Seismic,._ l9l'1lortlernon OOSlg,oo;,nlorm loACI 318-14, _, 17.2.3 5.3md ACI 318·1 t ooctton 0.3.3.6. 4 Wnc! ;.o,.,dea-desqlootogo,y A a'ld Bmd-on&-ond two-18miy dwolr,gs in SOCC, 6.Ad<Jlllonallleorrey!J8,eq,_..,,;&iga,agoru1>0f ___ .....,, __ p,,-dosqu. 6. U..(1I13 hai'pntorWS¼H18-aw,d8/d1~111Cho<ls.-. 7. U.O (ll~JllotorWS'M-112vdlen p,nel doelg,.,_km>.,.._,_edondlcl<ogosllowlblo"-lood- 6. No. 4 grade <O ,._ -mey be ...,.trwled f0r l'll$WH sr-onctlOtlgO octw,ns. 9. Co,,creteadgeclsCanca tor ancho!IITTJSI C0ITIJ)lywilhACI 318·1◄ oeclion 17,7,2andACI 316·11 ooclloo 0.8.2. 10. The dE.t9lgnei' rnov !.peoify llftemRt:e ehe9r anchorage. SIMPSON STRONG-WALL® WSWH SHEAR ANCHORAGE SCHEDULE AND DETAILS Page 3 of 3 23-188 #5 uu./r;',t,lne:11.rc:11 'e!mt ,DU}f" bJbteerutJ JOB SHEET NO _\1 __ 0F \J CALCULATED BY PSC DA TE 4/24/23 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 W / 2 -# 4 TOP AND BOTTOM & EMBED. 12 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING CHECK BY DATE SCALE ASBP = 1500 psf pall = 1500 • __!l • ~ 6.3 PAD DESIGN PAD Pl SIZE 24 "SQUARE x 12 "THK W/ 3 -# 4 EACH WAY 12 12 P a11 = 4500 lbs LOAD P max = 1500 * 2 2 P max = 6000 lbs --- \n STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E 29 - CB SW --- ~ l O 2023 CiTY OF CA~LSB STORM WATER POLLUTION ~jlsj~OJt~SI CN BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 1. ALL NECESSARY EQUIPMENT AND MA lERIALS SHALL BE AVAILABLE ON SllE TO FACILITATE RAPID INSTALLAllON OF EROSION AND SEDIME.NT CONlROL BMPs WHEN RAIN IS EMINENT. 2. 11-IE OWNER/CONlRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 11-IE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. 11-IE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE aTY INSPECTOR DUE TO INCOMPLETE GRADING OPERA notJS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY l'IHEN 11-IE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PE.CENT ( 407.). SILT ANO 011-IER DEBRIS SHALL BE REMOVED AFlER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGAlE. 6. ADE.QUA TE EROSION AND SEDIMENT CONTROL AND PERIMETER PRO lICTION BEST MANAGE.MEN T PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. 11-IE CITY INSPECTOR SHALL HAVE THE AUTI-IORITY TO ALlER THIS PLAN DURING OR BEFORE CONSlRUCTION AS NEEDED TO ENSURE COMPLIANCE WITI-1 CITY STORM WA lER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNO'M..EDGE lHAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXlENT PRACTICABLE TO AVOID lHE MOBILIZATION OF POLUJTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH 11-ilS CITY APPROVED llER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURA 110N Of THE CONSTRUCTION ACTIV11IES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVOl BY c1TY or cmssADU.fi /Y /\( 0 S O GENT A PRIN DATE E-29 Erosion Control Se<imenl C.,ntml BMPs Tracking Non-S\Olm Wal&r Wasie Management and t.laterials BMPs C-Ontroi 8MPs Managerr..,t BMPs Polution Conlrol BMPs C: C: ] 0 c c .,, i "' :g ., -g ., -g ., 5 C C: .2' [ 0 E 0 E .; ~ ~ t: ·i >-., 0 ::,; .,, ., "' " £ ;; ., ., ; 1 ~ .,, C: "' Co, 0.. a; C ~ g Do "i-t: C:" C w .!? Best Management Practice• ol! ·"' ., $, ID 0., 0 ii " 0 i .c: ., " C E 0 .!; '->5, u .,, ., ~ .,, ., ::,; .. C: (BMP) Description ➔ ., u ., 1/) ·e .. ., "' ., tn ID .5,g 5., C: 0 ::, -" ., ~ ~g u c 0 'is 0 ~-~ -ow ]~ a .2 0 "' .!! ~E 0 ID .,, .,....._ <>2: .. X 0 C: ., "' _g No, " a,c: a" o ~ cte ;,: " ., E ~ J E :il ="' = ~ .,_:;: "'-:g u·c ·;: g' "ii O'> ., 1l .c: C i .... Iii fg .,, :g ~ !& ., 0 -~ ~ ~~ :=C .,, 0 0 1iE 'ii " D ~ Ee -o l i.¥ 0 0 ·-C .. £ ui ., .c: ~ (3 v,C:: D~ ~8 "-ii, a. 0 ~~ 0 WO vi 1/) u U>> 1/) 0.. """ 3:0.. >u ::;; "' ::,; "''-' CASOA Designation ➔ ..... ID a, ..., ..,. "' <D ..... a, 0 N 'T .., ..... ID ' N ,., ..,. \I) I I I ' ' I I I I I I ' 'i" I I I I I I I I u ~ u u tJ,! w L.J L.J ll-l w Lu ~ "' l!i "' <I) V> V> l i ::,; ::;; ::;; Construction Acwity Lu L.J Lu V> "' "' "' "' ,... -z z z z ;,: ;,: 3= GradiM/Sol Disturbance Trenchna/ExcoVQ1ion Stockoilina Drillina/Borna Concrete/ Asoholt Sawcuttinq Concrete Flatwork. Povina Conduit/Pioe Installation Stucco /Mortar 'Nori< Waste Disposal ~ -Staqnq/Lav Down Area X "'<.. -,c.. Eauioment Maintenance aid Fuetino Hazardous Substance Use/Storaae ~ DewolerinQ Site Access Across Di1 Other Oist}: lnslrucbons: 1. Check the box to the left of all applicable constrtJclion 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 Stormwoter Quoflty Association (CASQA) designation number. Choose one or more BMPs )OU intend to use during conslrtJclion from the list. Check the box where the chosen activity row inlerseds with the BMP column. 3. Refer lo the CASQA construction handbook for information aid de!oils of the chosen BMPs r:r,d how lo apply them ta the project. SHOW THE LOCA T/ONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONffiOL PLAN. SEE THE REVERSE SIOE OF THIS SHEET FOR A SAMPLE EROSION CONffiOL PLAN. -BMP's are subject to field inspection- Poge 1 of 1 PROJECT INFORMATION Site Address: Z ~ <.f '£ V.Ae-<..a.--.1.,--<f"' Assessor's Pcrcet Number. { C,, '--V <..( 2. - Emergency C!IIJlocl: Ncme:t? U\..._ s~ 24 Hour Phone: U ( "l -~"iO -'7°(,. ~ 8 Construction Threol to Storm Water Quality (Check Box) 0 t.lEDIUM ., .; ., 0 ., ;,:_ o-C: ;,: ii ., .. il E 2! i ..., .. 0 g-~ g' NC: C: C: DD oo :r::;; u::. "' "' I I i i IY X REV 02/16 ~ City of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Developm ent Services Land Development Engineering 1635 Faraday Avenue 442-339-2750 www.carlsbadca.gov I'm applying for:. □ Gradingt~rmit □ Building Permit □ Right-of-way permit □ Other Project Name: 5 ~]':( r-uO 1J)Uiu Project ID: _____ DWG #/CB# ______ _ Address: 2-f._p L{ ~ V~C-cu.Vld. 5r-APN f(.p 1. '-( '{ Z,_r o , Disturbed Area: ~ CO S: Ac Section 1: Determination of Project's SWPPP Tier Level (Check applicable criteria and circle the corresponding SWPPP Tier Level, then go to section 2) Exempt • No Threat Proiect Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the following permits __ are .. exempt_from .. SWPPP .. requireme_nts: ................................................................................................................................. . ► Electrical I ► Patio I ► Mobile Home I ► Plumbing I ► Spa (Factory-Made) : ► Fire Sprin_kle~ I ► Mechanical J ~ .. R~-Roofing .... J. ►. ..... ?~.n ..... .J ► Roof-Mou~_t_e_d __ Solar A~ray .. I Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section 1.8)* D My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, D My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, D My Project is associated with construction activity related to res idential, commercial, or industrial development on lands currently used for agriculture; or D My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. D Other per CGP Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: D Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, D Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • located with in 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through Apr. 30). TiAin1-Low Threat Assessment Criteria I Ci(/My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt I/ V permit type per above and the project meets one or more of the following criteria: • results in some soil disturbance; and/or • includes outdoor construction activities (such as roof framing , saw cutting , equipment washing, material stockpiling, vehicle fueling, waste stockpiling) SWPPP Tier Level Exempt Tier 3 Tier2 Tier 1 * Items listed are excerpt from CGP. CGP governs cntena for triggers for Tier 3 SW PPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 04/22 SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under t~e Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below) Exempt -Not Applicable -Exempt Tier 3 -High Construction Threat Assessment Criteria: My Project meets one or more of the following: □ Project site is 50 acres or more and grading will occur during the rainy season 0 Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High □ Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4) □ Site slope is 5 to 1 or steeper □ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 -High Construction Threat Asse~sment Criteria: My Project meets one or mor~ of the following: D Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA □ Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors kr greater than or equal to 0.4) Tier 2 □ Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years 0 Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium □ My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 -Medium Construction Threat Assessment Criteria: My Project meets one or more of the following: 0 Owner/contractor received a Storm Water Notice of Violation within past two years Medium D Site results in 500 sq. ft. or more of soil disturbance Tier 1 D Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1-April 30) J'i.er 1 -Low Construction Threat Assessment Criteria Low ~ My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I certif to the test of m knowled e that the above statements are true and correct. I will pre are and submit an appropriate tier level SWPPP as determined above y y g p prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Titie 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. TiUe: ~~-r City Concurrence: Yes No (For City Use Only) By: Date: Project ID: E-32 Page 2 of 2 Rev. 04/22