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HomeMy WebLinkAbout2339 TERRAZA RIBERA; ; CBR2021-1306; PermitBuilding Permit Finaled Residential Permit Print Date: 09/19/2022 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2339 TERRA2A RIBERA, CARLSBAD, CA 92009-6631 BLDG-Residential Work Class: 2155823500 Track#: $18,457.12 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: 37 SF ADDITION AT KITCHEN+ 262 SF KITCHEN REMODEL Applicant: Property Owner: Addition CROSSWARE DEVELOPMENT CORPORATION CO-OWNERS COHEN DAVID A JR AND ERICA DAWN MATZE 2339 TERRA2A RIBERA 4016 GARFIELD ST, # UNIT 200 CARLSBAD, CA 92009 CARLSBAD, CA 92008-7452 (858) 204-2042 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM Total Fees: $939.54 Total Payments To Date: $939.54 ( City of Carlsbad Permit No: CBR2021-1306 Status: Applied: Issued: Finaled Close Out: Closed -Finaled 05/07/2021 07/25/2021 11/09/2021 Final Inspection: 11/09/2021 INSPECTOR: Alvarado, Tony CoApplicant: MATZE CONSTRUCTION 3851 PARK DR CARLSBAD, CA 92008-2740-SAN DIEGO (858) 204-2042 Balance Due: AMOUNT $194.79 $136.35 $41.00 $175.00 $39.00 $49.00 $1.00 $2.40 $246.00 $55.00 $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 760-602-85601 I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan CheckC\°:)~2.()2.\-· \':)Q Est. Value i2} ,45 ·7 • PC Deposit Date ':)-7-· 2\ Job Address 2 33'f TE/?J!ITZ.A ,RJBH!/J , Cl.'J£L5ll/Q Suite: ___ ~APN: 215 -582-· 3:i -00 CT /Project #: _________________ Lot#: 184-Year Built: __,_/...;9c...:8::..9::..._ ____ _ Fire Sprinklers: QYEs@No Air Conditioning:@YES Q NO Electrical Panel Upgrade: QvEs© NO BRIEF DESCRIPTION OF WOil!(: R,Lt1cD1AJ q ex TcJJ-51_0!_()_ ~/t:1 rc/./EV Y-1,l co,-,-1/tJ=:?E /!-J7E/Z/oL /ZEmoQ.~!/J{ I a F tvl/oLc b r(C,J.IE .v. /lcW tlaT UCHZf!J_i_, crli311Jn"::> ,;: RDO fZ./Uc[ 0 Addition/New: 37 Living SF, ___ Deck SF, ___ Patio SF, ____ Garage SF __ Is this to create an Accessory Dwelling Unit? Ov ®N New Fireplace? Ov €) N, if yes how many? __ D Remodel: 2/,:,2. SF of affected area Is the area a conversion or change of use? Ov © N ' ' D Pool/Spa: ____ SF Additional Gas or Electrical Features? ADD1 T/O,O~( Uc;f/73 f' Ei.ECT:~ k'/lLl-lf!JI osolar: ___ KW, ___ Modules, Mounted:ORoof OGround, Tilt: 0 vO N, RMA: Ov ON, Battery:Ov ON, Panel Upgrade: Ov ON L] Reroof: _______________________________ _ D Plumbing/Mechanical/Electrical [] Only: Other: L_ ______________________________________ .. _J This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. ?R0PERTY OWNER APPLICANT 0 , Name: DAYIJJ A. Ct,J/5</,JR. ~ 02.JCI? COf/EN Address: 73:,9 7c&l2f/Z9 1218§£8 City: (Ae<.SPAD State: CA Zip: '1:J..D09 Phone: $58-,34,2 -694-7 Email: e c1ca.cohen 1::, ~ Bmo..,L. Lo m DESIGN PROFESSIONAL APPLICANT [J Mame: 77Nt>TJ/( A. ;11E'/£E Address: 9975 5t-1'5JllE$/l/J@t 4V E". '5Jt/A" City: 69,U DIE(tO State: Cf/ Zip: 32./3/ Phone: Cclq -38;2-84-/{) Email: ca L.dc,n @, eC\.,hQt:l. corn Architect State License: C -/2015' PROPERTY OWNERS AUTHORIZED AGENT APPLICANT [J Name: __________________ _ Address: _________________ _ City: _________ .State: ___ .Zip: ____ _ Phone: _________________ _ Email: __________________ _ CONTRACTOR OF RECORD APPUCANT\r-l Name: l(,t:J7Z.E Co;,Js7,etJC-7(DN A Address: 38,'5/ }7,Ll/Z./l 0/2/{.Jc City: CA!ZL'? 13RD State: CR Zip: 22d'.?8 Phone: 858-2.04,~ Zc4-"Z- Email: cl mll:..t.ze-~ cro::.swa.re. od;., State License/class: B .5Co9'2...85Bus. License:Q(Pl iJ..(\ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fdx: 760-602-8558 REV. 08/20 ll)!:NTIF'/ WHO W'U PEl'.lFORII/I THl WORK !lY (OII/IPLHING (OPTION A) OR (OPTION B) BflOW: (OPTION A): LJCElll2E DJ:ONTRACrOR mcLARATIQN: f hereby affirm under penalty of perjury 1hat ! am licensed under prov1:,iuns of Chapter 9 (commencing with Section 7000) of Division 3 uf the BusitWS5 and Profe),,;1om Code, and my iicemc i<; in full [one and effect I also affirm under penalty of perjury one of thP foflowrng declorat1orJ<;. 0 I 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. _____________ ~ DI have and will maintain worker1s compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My workers' c.ompensation insurance carrier and policy number are: Insurance Company Name: ______________________ _ Policy No. ______________________________ Expiration Date: ________________ _ ~-tificatc 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. CONSTRIJCTION 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: ___ _ CONTRACTOR PRINT: OAW)) }1/177£ (OPTION B): OWMR!lUIWrn OECLARP,TION: I hereby aff1rm that I am exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with w<1ges as their sole• compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, 8usiness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves then~on, 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 buildmg 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). 0 I, a5 owner of the property, ;:im exclusively contracting with licensed rnntr.:ictors to construct the project {Sec. 7044, Businesc, and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contrc1cts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Busines5 and Professions Code Division 3, Chapter 9, Article 3 for this reason' O"owner Builder acknowledgement ;md verification form" hJc, !wen f:il('d Ol,t, ~1gr1Pd ;,nd attdched to this c1pplic0t1un [] 0,1,:·,,_.,\ "Authorized Agent Form" h-:1~ \!L'l'i1 lilit.'d cu:, \I1:ncd <1nd c1tt;id:ec! to tlw, .-:pp;ir'.Jtion giving the uycn/ autlwritv to o!Jlam U1e pC'm1i1· on ttw •hV.Vil, •, iJ:·i '-,Ii ily rny sign.JtUH' lJ,,1,1w I dCknowledgl~ U1<1l, ('X(ept ior my pcr',on,11 r-psid0nc" in ,'lh1ch I rnuc,L h:ive resided tor at if'<l'>t nnt' 'fl'cH prior to com;.;ielion nl thP •y,prr_;1,•pmcns~ covc1·,,r.i by thh pen-nit, I (<Hrnot lr'p;c1ily ~r,11 d ,r.rnc:urc th<1t I h,1vr.' !n111l ,i:; an owner builcier 1f 1t ha'.> not been comtructed 1r1 !l\ entire[y by iilemc·c: 1Dnt:-c1ct:w,. 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://www/eginfo.ca.gov/calaw.html. OWNER PRINT: SIGN: __________ DATE: ______ _ ArPUCI\_NT ClRTIFICATlfl_N:_51GNATUHE RE(!UIHED AT TH[ TJtv1£_0F_SU_BMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf I certify that I have read the applicot1on and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINS1 All LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT: /)AWAJ N//TlE SIGN: 1635 Faraday Ave Carlsbad, CA 92008 Ph· 760-602-2719 Fax· 760-602-8558 Email: fl'=!1Jd_i.!_1g@_ra_rl_sb,idc<1,g_ov 2 REV. 08120 ' PERMIT INSPECTION HISTORY for (CBR2021-1306) Permit Type: BLDG-Residential Work Class: Addition Status: Scheduled Date 08/19/2021 Closed -Finaled Actual Inspection Type Start Date 08/19/2021 BLDG-17 Interior Lath/Drywall Checklist Item Application Date: 05/07/2021 Issue Date: 07/25/2021 Expiration Date: 01/21/2022 IVR Number: Inspection No. 164531-2021 COMMENTS 33221 Inspection Status Passed Owner: CO-OWNERS COHEN DAVID A JR AND ERICA Subdivision: CARLSBAD TCT#84-41 Address: 2339 TERRAZA RIBERA CARLSBAD, CA 92009-6631 Primary Inspector Reinspection Inspection Tony Alvarado Complete Passed BLDG-Building Deficiency August 19, 2021: (virtual inspection). Yes 11/09/2021 11/09/2021 BLDG-Final Inspection Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Monday, September 19, 2022 1. No drywall/gypsum board deficiencies. 2. Drywall/gypsum board, and moisture resistive green board, at all wet locations, method of attachment anchoring system, per plan-approved. 170457-2021 COMMENTS Passed November 9, 2021. Tony Alvarado 1. Final Structural, electrical, mechanical, and plumbing, scope of work per engineer's plans and detail specifications-approved. November 9, 2021. 1. Final Structural, electrical, mechanical, and plumbing, scope of work per engineer's plans and detail specificati ans-approved . November 9, 2021. 1. Final Structural, electrical, mechanical, and plumbing, scope of work per engineer's plans and detail specifications-approved. November 9, 2021. 1. Final Structural, electrical, mechanical, and plumbing, scope of work per engineer's plans and detail specifi cations-approved . Complete Passed Yes Yes Yes Yes Page 4 of 4 PERMIT INSPECTION HISTORY for (CBR2021-1306) Permit Type: BLDG-Residential Application Date: 05/07/2021 Owner: CO-OWNERS COHEN DAVID A JR AND ERICA Work Class: Addition Status: Closed -Finaled Issue Date: 07/25/2021 Expiration Date: 01/21/2022 IVR Number: 33221 Subdivision: CARLSBAD TCT#84-41 Address: 2339 TERRAZA RIBERA CARLSBAD, CA 92009-6631 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection BLDG-14 Frame/Steel/Bolting/We !ding (Decks) 164168-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS August 13, 2021: 1. rough combination building inspection; electrical, plumbing, mechanical, and structural inspection -approved. 2. Gas test -air pressure leak test - approved. 3. Structural shear wall bracing panels; type, size, and method of attachment anchoring system, per structural plans and detail specifications -approved. 4. New plywood roof; type, size, and nailing/anchoring Metal connector straps System-Approved. BLDG-15 Roof/ReRoof (Patio) 164167-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS August 13, 2021: 1. rough combination building inspection; electrical, plumbing, mechanical, and structural inspection -approved. 2. Gas test -air pressure leak test - approved. 3. Structural shear wall bracing panels; type, size, and method of attachment anchoring system, per structural plans and detail specifications -approved. 4. New plywood roof; type, size, and nailing/anchoring Metal connector straps System-Approved. BLDG-23 Gas/Test/Repairs 164284-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency Monday, September 19, 2022 COMMENTS August 13, 2021: 1. rough combination building inspection; electrical, plumbing, mechanical, and structural inspection -approved. 2. Gas test -air pressure leak test - approved. 3. Structural shear wall bracing panels; type, size, and method of attachment anchoring system, per structural plans and detail specifications -approved. 4. New plywood roof; type, size, and nailing/anchoring Metal connector straps System-Approved. Complete Passed Yes Complete Passed No Complete Passed Yes Page 3 of 4 " ' >,' PERMI;r INSPECTION HISTORY for (CBR2021-1306) Permit Type: BLDG-Residential Application Date: 05/07/2021 Owner: CO-OWNERS COHEN DAVID A JR AND ERICA Work Class: Addition Issue Date: 07/25/2021 Subdivision: CARLSBAD TCT#84-41 Address: 2339 TERRAZA RIBERA CARLSBAD, CA 92009-6631 Status: Scheduled Date 07/28/2021 07/29/2021 08/13/2021 Closed -Finaled Expiration Date: 01/21/2022 IVR Number: 33221 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency COMMENTS July 27, 2021: 1. No pre-construction or underground electrical/plumbing lines and conduit Deficiencies. 2. Preconstruction job site review completed, informed DAWN regarding preconstruction requirements. 3. Existing plumbing pipe lines altered/relocated, new addition/building-Underground plumbing waste lines, wrapped, under 10'ft. water head-pressure leak test -approved. 4. Existing electrical conduit, rerouted/altered for new remodeled Building area-approved. 07/28/2021 BLDG-11 163032-2021 Cancelled Tony Alvarado Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS 07/29/2021 BLDG-11 163094-2021 Passed Tony Alvarado F ou n dation/Ftg/P iers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS July 29, 2021 1. No foundation footing slab Building Deficiencies. 2. Foundation, footings, slab, steel rebar reinforcement, per engineered plans and detail specifications -approved. 08/13/2021 BLDG-13 Shear Panels/HD (ok to wrap) 164285-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS August 13, 2021: 1. rough combination building inspection; electrical, plumbing, mechanical, and structural inspection -approved. 2. Gas test -air pressure leak test - approved. 3. Structural shear wall bracing panels; type, size, and method of attachment anchoring system, per structural plans and detail specifications -approved. 4. New plywood roof; type, size, and nailing/anchoring Metal connector straps System-Approved. Monday, September 19, 2022 Reinspection Inspection Passed Yes Reinspection Incomplete Passed No Complete Passed Yes Complete Passed Yes Page 2 of 4 Building Permit Inspection History Finaled (city of Carlsbad Permit Type: Work Class: Status: Scheduled Date 07/27/2021 PERMIT INSPECTION HISTORY for (CBR2021-1306) BLDG-Residential Addition Closed -Finaled Actual Inspection Type Start Date 07/27/2021 BLDG-21 Underground/LI nderflo or Plumbing Checklist Item Application Date: 05/07/2021 Issue Date: 07/25/2021 Expiration Date: 01/21/2022 IVR Number: 33221 Inspection No. Inspection Status 162936-2021 Passed COMMENTS Owner: CO-OWNERS COHEN DAVID A JR AND ERICA Subdivision: CARLSBAD TCT#84-41 Address: 2339 TERRAZA RIBERA CARLSBAD, CA 92009-6631 Primary Inspector Reinspection Inspection Tony Alvarado Complete Passed BLDG-Building Deficiency July 27, 2021: Yes BLDG-31 Underground/Conduit - Wiring Checklist Item 1. No pre-construction or underground electrical/plumbing lines and conduit Deficiencies. 2. Preconstruction job site review completed, informed DAWN regarding preconstruction requirements. 3. Existing plumbing pipe lines altered/relocated, new addition/building-Underground plumbing waste lines, wrapped, under 1 O'ft. water head-pressure leak test -approved. 4. Existing electrical conduit, rerouted/altered for new remodeled Building area-approved. 162995-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency July 27, 2021: BLOG-SW-Pre-Con 1. No pre-construction or underground electrical/plumbing lines and conduit Deficiencies. 2. Preconstruction job site review completed, informed DAWN regarding preconstruction requirements. 3. Existing plumbing pipe lines altered/relocated, new addition/building-Underground plumbing waste lines, wrapped, under 10'ft. water head-pressure leak test -approved. 4. Existing electrical conduit, rerouted/altered for new remodeled Building area-approved. 162902-2021 Passed Tony Alvarado Complete Passed Yes Complete Monday, September 19, 2022 Page 1 of4 Eagle Special Inspections, Inc ACI-ICC Job Address 2339 Terraza Ribera PO Box 2276, Vista, CA 92085 (760) 716-0244 Email: mike@eagleinsp.com DAILY OBSERVATION REPORT Permit No. CBR2021-1306 Job Name Cohen Kitchen Remodel Plan File No. Issued by Carlsbad Architect Engineer Mike Suprenant Contractor EDD Subcontractor Material Epoxy Samples " " Qty Description X DESCRIPTION OF WORK OBSERVED DATE: 08/04/2021 Observation of epoxy anchor bolts at existing walls. Per 3/SD2, 3/4" holes were drilled to a minimum 7" depth. Holes were blown and brushed clean. 5/8" galvanized all thread was installed using Simpson Set Xp per ICC ESR 2508. Qty 5 I hereby certify, that at the time of this report, I have observed all of the Inspector Michael DuTemple above reported work, unless otherwise noted. To the best ofmy knowledge and belief, I have found this work to comply with the approved plans, ~ specifications and applicable sections of the building code as it applies to Signature the jurisdiction where the project is located. This report cannot be construed to be a recommendation of work, of any nature, to be performed. The Owner, or a successor in interest, shall hold harmless Eagle Special SD 824 / ICC 8206178 Inspections, Inc from any and all legal proceedings, of any nature whatsoever, that are related to the observation services provided. Specialty License No. TIMEIN TIMEOUT MIN FEE DAILY FEE OT HRS DTHRS Approved By: StJRPRENANT & ASSOCIATES :.onsultiug St.ructural Engineers STRUCTURAL CALCULATIONS Project: Cohen Kitchen Remodel 2339 Terraza Ribera Carlsbad. CA 92009 Prepared for: Matze Construction 3851 Park Drive Carlsbad. CA 92008 Project No.: 21088 Date: April :lO. 2021 1 .:.. MJKE SURPRENANT & ASSOCIATES Consulting StnKtural Engineer, SHEl,T NO CALCULATED 8~ . CHECKEOBY _________ OAlE------- SCALE _________________ _ TABLE OF CONTENTS I. PROJl:Cl SCOPI: .. . ... . ... .. ... . . . . . .. .................................... -.... -----.. ..... .... -z._ .., 3. 4 6. 7. Dl-1:il(,N ( RITl:.RII\ 5UMt,.IAKY ........................................................... _2__ l)l:=SWN LOADS ........ ······················· ··········· ..... ···························· ..... Vl~RTICAL ANALYSIS A . llORIZON'l A I. MJ'\11H· R lJF'-I< iN (lff.AJ\.IS. 111: A.DJ· R5. JOIST~. r-TC.) ....... . B. Vf.RTICI\L MEMOl·R DESH,N tCOLUi\·fN\, STliDS. FlCJ .................. . LATF.RAL AN.<\LYSIS. /\. ~El5MIC : Wl"ILH.'Obl-FICIFNTS . . .. . .. . .. .. . .. . .... .. .... . .. --....... .. n. \V, . {J>I ,\D LO,\D\).. .............................. -........ -....... --......... . C. LATERAi. I OAJ) DISTH.JUUTION ........................................................ . D. Lt\ TERAL LOt\D-RE51Sl ING Dl:Sl<,N: I. SIIEARWI\LL Dl~SIV\J ..................................................... . II. (ANTILLVl:Rt:l)STEEL CULlftvfNELFMENT'-i ........................ . Ill. STtEL MOMrNT rRAM[S ................. -· ................ . H 1L'1\l>r\ I I( 1N Dl'.Sl<iN· A CON Lf\,li(Jl 1S 1-0()] l"-J( ;, .. .. . .. . . . . . .•. • .... . . • .. . ...... ... . . .. . ............. . B. 51'Rl·AD l"OOT!l'.GS. ... .. ............... .. .... .... . ......... .. ............. . C REJ.i\lNINUWALI.S ................................................................. . D 'iPITl,\L SYSTL~1~ ..................................................................... . I. C,IUl)J.: Ul:-,.\1\1~ . . ..... ... . . .......... .. .. . ......................... .. 11. DL:l~P[!\[l) PIER~ .. .. ................................................... .. S< I IEDL LtS.. .. .. . . ... .. .. . .. .. ..... .. . ... ..... . .. .... .. .. .... . .... .... . . .... .. A. Sill.AH.WALLS( Ill.DULi· ..................................................... . U IIOI D DO\\'¾/ S< lll'Dl,l.I ....................................................... . ( \PHIAl ll001IM,'\CJH·l>llll·.. ..... . ...... . t- /o II }_1._ ,~ r ; r Mike Surprenant & Associates Consulring Structural Engineers _)ob _____ ~_J_o_6_f! __________ _ Sheet :-..:o. 2 of lj ----------- C~kularc<.I h, ______ _ D.11e ____ _ ___ Date ______ . Sc1lc ____ _ PROJECT SCOPE □ Pro,·ide \'Cttical & lateral load calculations fnr a proposed Kitchen ;1ddition/rc1nndel to an existing two -story single-family residence located at 2339 Temt7a Ribcrc in Carlsbad, California. Residence to be constructed utilizing primarily wood-frame construction. The new roof framing co consist 0f conventional stick-fra me. T he new & cxi~ting foundation systems to consist of com cntional concrete slabs-on-grade with shallow perimeter fol)tings. A w ils report wa:-. not pmvided for this pr0ject; therefore, the foundation design will be bascJ on the minimum s<,il bearing capacity a~ specified in the current ,crsio n of rhc Governing Code 2019 California Building Code. l\Iiki: Surprc11:1nt & Associ,ues make:; no rcpn:~cotations concerning the suitability of the soils and/ or minimum ~oil n lue~ allowcJ by the CBC. Thcl>e calculation-; ha, e been prepared for the cxclusiYe use.: of Matzt Construction and their design consultants for the specific ~itc listed above. Should modifications be made to the project subsequent to the preparation of the~e cakulatiom, ~like Surprenant & . \ssocmtes should be notified to reYiew the modifications wnh re~pect to the recommendations/ conclusions pr<widcd herein, to deternunc 1f any additional calculations and/or recommendations an· necessary. ( )ur profoi.sional services haYe been performed, our findings obtained, :ind our rcu)tntnendations prepared in accordance with generally accepted engineering principles anJ practices. ___ J MIKE SURPRENANT & ASSOCIATES Joo __ _ ~loBB SHEf."TNO ________________ ~-Of _ _,_/..<.'------ Consulting Structur'.u Engineers CALCULATED6Y ________ OAlE ______ _ GOVERNING CODE: CONC'RFTE: MASONR'r': MORTAR: GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: SAWN LUMBER: J-.JOJSTS: l\llCnOLLAMS/ PARALLAMS/ TIMBERSTHAND GLULAMS: SOIL: CHECKED BY _________ DATE SCA...E ------------------ DESIGN CRITERIA SUMMARY 2019 C.B.C. I\ ~ 2500 PSI. NO SPECJAL n,SPCCTJON RrQ"D, (U.N.O) AS J'M C.\>0. r rn = I 500 PSI. SPECIAi. INSPl:.CTION REQ'D (lJ.N.0.) ASTM C270, re ,_ 1900 PSI. TYPES ASTM CI0l9, f'r = 2000 PSI ASTM A615, I\ , 40 KSI FOR #J AND SMALLER ASTM A6l5, F_. = 60 KS! FOR t/4 AND LAR(";CR (U.N.O.) ASTM A992, F~ , 50 KSJ (ALL •w· SHAPES, ONLY) AS1 M A36. F, ,._ 36 KSl (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADER Fr= 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B. Fy "" 35 KSI (STRUCTURAL PIPES) E70-J 6-TYP. i'OR Sl RUCTIJRAL STEEL l::.90 ShRlES FORM 15 GRADE 60 REINFORCING BARS DOUG FIR LARC'H. ALLOWABLE UNIT SrRESSES PER THE NDS. 1301Sf:. CASCADE: -ICC. E~R-1336-tBCI JOIST) BOISE CASC I\DE -ICC ESR-I 04(i -( VERSA-LAM) DOUULAS FIR OR DOUGLAS I IRrHEM GR,\0[ 24f-V4 (SIMPL[ SPANS) GRADE 24F-V8 (CANTILEV!:,RS) .{2([XIS1 ING NATURAL S-OIL VA LULS Pl-.R CBI. ·1 AHLE 1806.2 SOIL CI.ASSIFICATfON -__ vA1<~11F1~ _ D SOILS RLPt)R !BY: ----. ··- DA I ED. _. . _ _ __ _ ,\LLOWABU BEARING PRESSURE ACTlVF SOIL PRESSURE (CANTILEVLR J Arl !VF. SOfl PRES~URL (Rf-,t::TRAINF.Dl PASSIVE SOIL PRl:-S~llRE COEFf-ICIF.NT OF FRJr I f()N -(.Joor:> P~F ______ PCF PCF -.. -----PC'F ~I oee JOB -----··· . ··--------------- MJKE SURPRENANT & ASSOCIATES Sl-tECTNO ________ +-OF_c..,!) _____ _ Consulting Structural Engineer~ CALCULATEOl!I•------ DATE ____ _ <,;HECKEDBY _________ DA'lE:------ SCALE _____ ------ ' 1 ' ' i, I , ROOF' DESIGN LOADS MATERIAL: SLOPE: ~ c..,Jc DEAD LO~: ROOFING MATER1AL ................................... ...... ...... .................. ............... / t, ,o PSF SHEATH;ING .............. .......... ........... ............... . ........... ........................................ 1.5 RAFTERS/CJ. (or) TRUSSES ..... ............. ..... .... ... ...... .... ...... ... .. .................. .. ... .. 4.0 INSULATION .. ................... .... ........... ........ ... . .. ............... .... ............... .......... ...... l.5 DRYWALL .· ....... ,................... .. ...... ... .. ........... ... .. . ........................ ........................ 2.5 OTHER (ELEC., MECH , MlSC) .. ........ ........ .... ........ . . .... . .. . ...... . ....................... 0.5 TOTAL PEAD LOAD· "UJ .0 PSF LIVE LOAD: ;,c .0 PSF TOT AL LO/\.D: 'f-t> .0 PSF FLOOR MATERIAL: DEAD LOAD: FLOORING HNlSH .. . .... ...... .. .. . . . .. . . ..... .. ... ... ... . .. ... . . .. .. .. .. . ........ .. LT. WEIGHT CONCRETE ( __ in ) . ... .. . .. . .. . . ... ... . . . . . .. .... . .... . SHEATHING . .... .. . . . . . ... . .. . . . ... . ... . . . . . ... . . ............. . JO1S1 S .. .... . .. . . .. .. .... ... .... .. .. ...... .. ... ... . .. . . .. ... . . .. . . ...... .. .................. . DRYWALL . . ... . . .. .. . . .. .... .. . ............. . .... . .. .. .. . . . ....... · . · ... · OTHER (ELbC., MECH . MISC ).... .. ... . .. . .... . . ..... . .. . . ... .. ................. . TOT AL DEAD LOAD: LIVE LOAD: TOTALlOAD EXTERIOR WALL STlIDS ..... . DRYWALL ............ . IN SULA TJON . .. .... . . EXTERIOR FINISH .. OTHER ......... . f'OTAL LOAD: INTERIOR VVALL STUDS DRYW/\1 I O'JBU< ..... TOTAL LOAD: . . . .. ........ , .... ' .... . . ' ... ... . . . . . L __ FINISH: !<'J.,OOR 4-.0 PSF 2.0 3.5 2.5 3.0 , ,_, .0 PSI-- 4<> .0 PSF ~5 .o PST-' $j'V(C.O I 0 PSF 2.5 1.5 /o.o l.O -,/, .0 -PS.I" CASED PS.F J.5 4.0 1.5 2.5 0.5 .0 PSF .o PSF .0 PSF l>F..C.K. PSF 2.0 3.5 2.5 ___lQ_ __ 0 PSF .Q PSF .0 PSF 1 0 PSI· 2 5 1.5 0 ___ J _Q_ .o PSJ<' l.0 PSJ-- 5.0 ·-_L9 7.0 PSF JO~---~-:i.._,_o_8_d ___________ _ MIKE Sl1RPRENANT & ASSOCIATES SHEE 1 NO _______ _ Consulting Strn, rural Engineer,; CALCULATEOBr ______________ DAJ'E _________ _ CHECKED BY ____ _ _____ DATE SCALE------------------ HORIZONTAL MEMBER DESIGN LEVEL: Fl,..,OOfi?- MFMUFRS: Pl~ LABEL: Ft,,-I SPAN= lb FT. It I, .,, \ I., 1 . 1 D UN!l'ORM LOM> 0 POfi'!T L.0.\0 (C'E,--.: I nu 1)1 'f ""'\ V 'CUSl OM I OADl'-.G (~l 1· IJlAliR.\M1 I ,,' ; W1 -('/J.-,X_'\-o.o)=-/eo Jf ( ~ .... , I/ I/ /~ '\\' -(-,. rr+/.} ~s-4-) P1 z ~~-z ~/4.)(fo.o)(.:itl.i.X 1 ) +-(2-+,(XJc.o)(z .s-)( f. 1.Qf /:~., ~}; 1 f-' RR ~ r?I f lbs Pi R-:i-t/>-)(to-0 ) +(~ t,, .u) +<J4--/l--)(rr.N)J '1-%;:: +4¢ ot _..J"tt1--:.1h, DL -lb, :::Z-_f:l.C',,-1oet,/,2,(o) LL11 ~ ff' lbs LLR = ----!h~ lf~E: GRAm·.: {.: LL~ / >'f3 lh~ LL ----lb~ ALT: GH.Allf.: C: I p LABEL: F&--z... SPA!\= !/ FT. 1, 7 I-' f / / 0 L 11'/JFORM LOAD lf ~Ol'-1 J LOAD (t l Nl I: RED) ...,,.J, 'L) 1'0\1 LOAD!"-<, /<;FJ DlA(iRA'vlJ ) . ' W1 (lt/,-xST.of~~) + (e )(7.,>.( :: #1JI+ I/ t1' ,., W2 -(It 1/ut«>) , , 'fl. L. P-ia-P, = /1 I t/ ,J/4 ( 6tf-/«t /I~) Rt = ...z:£..f.LJbs Rn -~ ~1e9 lbs P2 > DL -·-·---lb, DL -~----~-··--lb, If''. ?/4'' LLR " lbs LLR = _____ lb~ USE: ? 'l.. 'f-{ f e GRADE : ¥ t.,.,t,IJ. C: LL· lbs LL "' lb, ALT: GRADE: C· : LABEL: SPAN= ___ FT. I --- 0 l i~Jl'Uk.M l.0-\ll 0 f'()J'-.'I l u,-,JJ 1t bN I fKI 1)1 0 l l •SI 0;\I l <••\!>INC, l',1-f· 1):.\/;R,,\ \11 w, +----+ USE: ______ GRAIJE: _____ C :. ___ _ AL1 : GHAOr:: (: __ _ R1. ___ lb., DL~ lb, LL11 ~. __ lh, LL~ lh, _____ lb~ LLk = lb~ LL Mike Surprenant & Associates 9975 Businesspark Avenue, Suite A San Diego, CA 92131 Project Title: Cohen Kitchen Remodel Engineer: (858) 693-0757 Project 10: 21088 / Project Descr:Sheet --~ ot _!}__ ~oodBeam ..... DESCRIPTION: FB-1 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properti~s Softwa-e Pnmed 21.1 APR 2021. 3.53PM -· -----tile-"2f088:ect, - l ENERCALC, INC 198J..2020, Boid:12 20 6. 17 . . Analysis Melhod . Allowable Stress Design Load Combination ASCE 7-16 Fb..-2600 psi ?600 psi 2510psi E . Modulus of Elasticity Wood Species Wood Grade Beam Bracing ,Levo! Truss Joist · Mirrolam l VL 2 0 E Fb- Fe-Prtl Fe-Perp Fv Ft · Beam 1s Fully Brn<:FH.! agi:iinst IRterat-tors1onal buckling 3.5x11 875 Span = 16 on 750 psi 285psi 1555psi Ebend xx 2000ksi Eminbend-xx 1016.535ksi Densily 42 01 pd Applied Loads _______________ _ Service lands entered Load Factors wtll be applied for calcJlat1ons Beam self we1ghl calcuiated and added lo loads l oad for Span Number 1 Un;form Looo D = 0 090 Lr 3 090 k/ft, [Ate·: 0 14 (; -. > 16 C !! Po1n1 l.oad D = 2 554 ~r • 2 5541@ 14 0 h !P1, P·)!nl d•OO D c 2 128 i r -1 1)9:J L 1 iii() t @ l 4 ( f! 1 P 2 DESIGN SUMMARY Md~imurn Bending Stre~s Rd!10 Section used for this span lb: Actual = 0.674 1 3.5x11 .875 ? . 189 12psi J 250 00psi ; [ •ii 7S(,L! ,-() 75'.lL Max,murn St1ear Stress R.-1110 Section used for this span fv: Actual Fb: Allowable load Comb1na!lon location of maximum on span Span # where maximum occurs Maximum Deff Pcllon Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total DeHection Max Upward Total Deflection = 13 956h -S~ar t 1 0.212 ,n Ratio= 0.000 rn Ratio= 0.503 in Ratio=- 0 000 ,n Ratio = Maximum Forces & Stresses for Load Combinations ---,.. Load Combination Max Stress Ratios Fv: Allowable load Combination Location of maximum on span Span # where maximum occurs 905>=360 <360 381 >=240 <240 Moment Values -• •-V ---------Segment Length Span# M V Ca CF!v Ci C, Cm C I CL M fb F'b *----·-·----DOnly 000 Length = 16 0 ft 0.529 0600 090 1000 1 00 1 00 1 00 100 100 8 50 1,238.63 2340.00 -+O+l I 000 1.00 100 1.00 100 1.00 000 length= 16.0 ft 0.600 0.680 100 1000 1.00 100 1 00 1 00 1.00 10.70 1 559.02 2600.00 +O+lr 1,000 1 00 1.00 1 oc I 00 1.00 0.00 Length= 16 0 h 0,67~ 0 763 1.25 1.000 1 o:i 1 00 1 00 1 00 1.00 1499 2,185.56 325000 -+O+O 750Lr-+O 750L 1000 1 00 1 00 1.00 t 00 100 000 Lengtt1 = 16 O 11 0674 0 764 t 25 1000 100 1 00 1 00 100 , 00 15.02 2,189 12 3250.00 -0.0 750L 1 000 1 00 100 100 I 00 1.00 0.00 ~enqlh = 15 0 h 1)4 95 0.561 1 '5 1,000 1 00 1 00 100 1 00 100 19 15 1.478.92 29'J0.OO Desi n OK 0.764 : 1 3.5x11.875 272.09 psi 356 25 psi ~D-+{1750Lr+-0 7501 15066 ft Span# 1 Shear Values V fv -··-0.00 000 F'v 000 4 27 153.94 256.50 0.00 000 000 537 193.71 211500 000 0.00 000 7 53 27170 356 25 000 0.00 000 7 54 27209 356 25 0.00 000 O.X 5.09 183 77 327 75 Mike Surprenant & AsSOC1ates 9975 Businesspark Avenue, Suite A San Diego, CA 92131 {858) 693-0i57 rwood Beam , .... DESCRIPTION: FB-1 load Combination Max Stress Ratios Segment Length Span# M V -+-0.600 --· -~----- Length= 16.0 ft 0179 0203 Overall Maximum Deflections load Combinatioo -+0-+-0.750Lr-+-0.750L --· -·- Vertical Reactions load Combination Span -, Cd C F'V 1.000 160 1000 Max '-'Deft --0.5027-.. Ci c, Cm 1 00 1 00 100 1.00 1.00 1.00 Location in Span Project Title: Collen Kill.hen Remodel Engineer: Project ID: 21088 -z.. Project Descr: Sheet __ ,_ of .J..J_ Pnnted ~U APR 20<!1 3:~.JPM · · "File: 21"088.~ t ENERCALC. INC 1983-2020, Bulld:12.20.8. t 7 . . Moment Values Shear Values Ct CL M fb F'b V tv F'v ·--·-------1.00 1.00 0.00 0.00 0.00 0.00 1.00 I 00 5.10 74318 4160.00 2.56 92.36 456.00 Load ComblnattOO Max "+" Defl Location in Span 9.168 . . . --------···---_0_0000 ____ 0.000 Support notation : Far left is 111 Support 1 --S~p,rt 2 Values in KIPS Overall MAXi-·m_u_m __________ _ -rnn --...,1~.1-11 ____ _ Overall MINimum D Only ..0-tl ..0-ilr +0-'0. 750Lr-+-0 750L -'-O-t-0. 750L ..0 60D Lr Only L Only 0158 1.103 0.694 4.363 0.851 5.465 1.159 7711 1161 7 701 0.812 5.189 0 416 2.618 0 466 3.349 0 158 1103 Mike Surprenanl & Associates 9975 Businesspark Avenue. Suite A San Diego CA 92131 (858) 693-0757 Wood Beam .. , .. DESCRIPTION: FB-2 CODE REFERENCES Project Title: Cohen Kitchen Remodel Engineer: Project ID: 21088 0 I? Project Descr: Sheet ___ of __ _ Pri~ted 28 APR 2021. 3:ti7PM Software cop t ENERCALC, INC 1983-2020, Build.12.20 8 17 . ' Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 -------------------------- Load Combination Set : ASCE 7-16 Material Pr<?.e~rties ______ _ Analysis Method : Allowable Stress Design Load Combination ASCE 7 -1 u Fb+ Fb - 3100psi 3100psi 3000 psi E · Modulus of Elastictty Wood Species : Bou;e Cascado Wood Grade : Versa Lam 3100 Fc -Prll Fe Perp Fv Ft Beam Bracmg : Beam 1s Fully l:3raced against 1ateral-tors1onal buckhng 750 psi 285 psi 2100 psi Ebend-xx 2000ks1 Eminbend -xx ,30120482ksi Density 41 76pcf D(O 694) Lr(Oi466) L(O 158; I .---••· ---------I . • .• -. ____ DJO 16 ~. L(_0.2lll_ _ _ _ __ --, • _ _J ___ ... __ [ I t"--·- 3.5x11.875 Span,. 11 0 ft A_eplied Loa_d_s ___ _ Serv,ce loads entered. Load Factors w,11 btl applied tor calculation:, Beam self weight calculated and added to loads Unifow, .oaj D" 0 ~610 L ~ (J28<> TntAJ'.il'Y Wioth = 1.0 ft Iwr Point Load · D-0 6\140 .r O O 4%/J. LO J 1580 k@ \.l Of! f P1 DESIGN SUMMARY Maximum Bending Stress Ratio = 0.36l 1 Maximum Sllear Stress Ratio Section used for this span 3.5x11.875 Section used for this span fb: Actual 1 126 84psi fv: Actual Fb: Allowable = :3.100.00psi Fv: Allowable Load Combination ·D•: Load Combination Location of maximum on span = 5 861ft Location of maximum on span Span # where maximum occurs = Sran ;: 1 Span # where maximum occurs Maximum Defleclion Max Downward Transient Deflection 0.099 in Rallo = 1334 >=360 Max Upward Transient Deflection n ooo in Ratio:: t:<360 Max Downward Total Defiection O 175 in Ratio= 752 >=240 Max Upward Total Deflection IJ 000 in Ratio= <240 Ma,cimum Forces & Stresses for Load Combinations -·--·-------·-· Load Combinati0/1 Max Stress Ratios Moment Values -Segmenl Length Span# M V Cd ~f~ C; Cr Cm CI CL M fb DOnly ------~----. --------·----- Length= 110 ft om 0190 0 90 1000 1.00 1 00 100 100 1.00 3 36 48938 --0-.t 1000 100 1.00 1 00 1.00 1 00 Length = 11 0 ft 0.3':i'.l 0.348 100 1.000 1 00 1.00 100 1.00 100 7.73 1,12684 +O+l.r 1.000 1 00 1.00 1.00 100 1.0C Length-: 11 0 ft 0 147 0 176 125 1000 1 00 1.00 1.00 100 1 OU 3 91 569.33 --0-<-0.750L.r+0.750L 1000 1 00 1.00 1 00 100 1 00 Length= 11 oft 0 264 0.272 1 ?5 1.000 1.00 1.00 1 00 100 100 7.01 1.022.3.d --0-<-0 750L 1.000 1 00 1 00 1 00 1.00 100 Length = 11 Oft 0271 0~64 115 1 000 1.00 1 Ou 100 1.00 100 663 967 06 .;-0.60D 1 000 1 00 100 1 00 100 100 Length : 110 ft 0059 0()64 160 1.000 1 00 1.00 1 00 1 00 1 00 2.01 293.63 Desi n OK = 0.348 : 1 3.5x11.875 = 99.29 psi = 285.00 psi +D•L = ·o 036ft = Span ii 1 -----Shear Values -·-----Pb V fl, F'v ·-----------0.00 0.00 000 0.00 2790 00 1 35 48.81 256.50 0.00 0.00 000 0.00 310000 2.75 99.29 28500 0.00 0.00 0.00 000 3875 00 173 62 56 356.25 0.00 0.00 0 00 0.00 3875 00 2.69 96.99 356.25 000 0.00 0.00 0.00 3565 00 240 86.67 327 75 000 000 0.00 000 496000 0 81 2928 456.00 Mike Surprenant & Associates 9975 Businesspark Avenue, Suite A San D,ego, CA 92131 (858) 693-0757 r ---------t Wood Beam f ft I DESCRIPTION: F8 2 Project Title: Cohen Kitchen Remodel Engineer: Project ID: 21088 ~ Project Descr:Shect --~-of _.!.!_ Pnnted '.>(l APR W:i! I. J57PM ····---------File-nm~ Software copynglll ENERCALC. INC. 1963-2020 Build.12.20.8.17 . . Overall Maximum Deflections Load Combination --O•L __ _ Vertical Reactions load CO!l1bination Overall MAXimurii Overall MINimum DOnly ..04. ..0-+i..r ..0-+O.750Lr..0.750l ..0..0.750L +O 60D Lr Only L Only Span Max. ·-•Dell Location in Span Load Combination Max.'+' Oefi Locaboo m Span ---,-,---0.1754 ---5620 . 0.0000 0 000 Support notation · Far left is #1 Values 1n KIPS -· -·-··-·---------•· -· -·-·----------------Support 1 Support 2 -----·· ----rw· -:r.1ar---·· 1 569 1 669 1 078 1520 2647 3189 1163 1 901 2 318 3.058 2.255 2.772 0 647 0.912 0.085 0.381 1.569 1.669 Job ~ I ogt3 Mik1: Surprenant ------- & 1\ ssociates Cun~ulting Stmctural Engineers SheetNo. /r::> of '' ------ Calculated by ____ Date ____ _ Checked by _______ Date ___ _ WIND DESIGN Main Wind Force Resisting System: Method Used = Analytical Procedure Maximum Building Height (z) =~feet Design Wind Speed =c::J:QQ)mph (100 mph for California) Ki= 0.85 I = 1 00 Exposure Category =I"'" ---B.,..,! K, = 0 70 K21 = 1.00 G= Ge.,.= 0.85 -0 18 (per ASCE-7. 26 7.3) Cp = qh: 0.80 and 1 !),:.!4 pst -0.5 (windward and leeward walls) P:j 10 53!psf (Note Reduced by factor of 1 6 for ASD Design) Exposure a Lg a B" d 6 CHOSEN EXPOSURE = B 7.0 1200 0.14 0.84 0.25 0.45 C 9.5 900 0 11 1 00 015 0.65 D 11.5 700 0.09 1.07 0.11 0.80 SEISMIC DESIGN C I E 0 30 320 0.33 0.20 500 0 20 0.15 650 0.13 L,.,,, 30 15 7 1;:,11e 1.,1 1.:,1=v. I 1-> I =v.~ 1,:,1=u_, 1,:, 1=u.<1 1-> 1=U.t> Method used= Equ,11alent Lateral Force Procedure A 0.8 08 0.8 0.8 0.8 Occupancy Category ::: 2 R =1=a--=.s---, I = 1 0 Site Class = D Ss =t-0-.9-6-9--ig s, = 0 353 g Seismic Des,911 Calego,y (SOS) =.,D...----1 se,smic Design Category (5D1) = D ----r. = 0.26 sec C5 = 0 12 C,;m_. = 0.28 Cs'""= o 03 Csac, =1 '"o-.1-1_9_.., (1.2,3.4) (Residential = 2) (6.5 for wood shear walls) (Residential = 1 0) B C D E (A,B,C,D E) (0.2 sec) (1 sec) F.= ~ F,= ~ 0.8 1.5 2.4 42 0.8 08 1.5 1.5 2.2 2.0 3.3 28 Sos = 0 775 g Sr.,1 = 0.471 g \Use the worst case seismic design category) 0.8 1.5 1 9 24 v =I o.111 !wx (Csac,'p)'W,./1 4 0.8 1 5 1.8 2.2 --------· --_,, ____________________ , JOR ____ "'2-........,_f _o_8.;.:_:6:..... ___________ _ MIKE SURPRENANT & ASSOCIATES C.on~ulting Srniccural Engm~r~ ______ /_/ OF__:_'~'--- .,.. CALCULATEDBt _______ _ DATE __ _ l~HECKEO BY ______ _ DAT£ _____ _ SCALE ________ _ ROOF WEIGHT: Wt (DEAD LOADS) (SEISMIC) ( f A-c't-11 AL.) Diaphragm : ________ _ C ~e ')C;z..t,/4.) (20 .0 p.s.f) ::: ·+-,-----------.c..-,......-,, /1-o LBS (, '2. )Ce;)., )Cr~. Qp.s~) :: 1 . ._,., _ _,_ _________ ___..__ Interior Wall Weight "" _____ (_t t>u )( e/~) ( ':f. 0 rJ ') : Exterior Wall Weight = . ~, 9,g LBS Total Weight (Tributary to Diaphragm)"'--------------------·· _z_~_ FLOOR WEIGHT: -2. 800 I ff;, tJBri' ' LBS LBS Diaphragm = __ . ____ (~e 1 )(_ t.e/1-)(1 >·0r.f. )-+ (7 1-I,) (2-e.or!!J~ .?1 (/. 0 LBS (._7( 1 )~!/4.)(/ l,.opr) -+-· :,,J6e !!__ ~--__ -4-ff<> _ LBS Exterior Wall Weight = .. Interior Wall Weight =--____ C_Jot>'){,/4._JS7-.of.s.f )-1-2 , e°" ,h-= 'i, 1 ?>0 LBS Total Weight (Tributary to Diaphragm)"' _____________ ··---•· '2.71 c, ~o LBS __ FLOOR WEIGHT: Diaphragm = ____________________ _ _ __________ LBS Exterior Wall Weight = _______________________ _ lnterior Wall Wt:ight = . ___ LBS ____ LBS Total Weight (T ributar) to Diaphragm)• __________ _ 4-c. ?~8 LBS ; TOTALOEADLOAO,Wt = _____ _ LBS BASE SHEAR,\'= 0 · /// + ( 1.o % Adt.ln'I F.O.~.I Wt "' C!>. /? ~2.... W,b::: l/NIT SHEAR, v = V / Area (Applies 10 ~ingle level structures unly) = __________________ PSF ------ MIKE SURPRENANT & ASSOCIATES SHEET NO._ ______ /_1.-_ Of_,, _____ _ u,n:;ulting Structural 1::ngineer, CALCUlATE08Y ________ DATE _________ _ CHECKED BY . . LATERAL LOAD DISTRIBUTION DIAPHRAGM Fp, = w, Ii, (Vl LEVEL w h, w, h, ~ lw,h; A v, = (Pp., /Al • (k) (ft) (k-ft) Xw;h, (lbs) (ft2) tpsf) ROOF I s--.ee /(/ 'Z,,,~ s-. e b . S"~ .,, .. ."'fd> +,6& ~-1- _"?...-p FLOOR ,._ ------- Zfvot; /o zro .S o.f"f "ZS--4-7-"' {, 4,. I __ FLOOR ,. ., ' ' . -" ;;J,.~ LOO ;~)l~i~ . 'flfw_7,. ...-1 •· r1· ,. , .. " V = _________ lbs ~HEARWALL DESIGN 1 ATERAL LOADS! WINDLOAD = SEISMIC LOAD == PRESSURE (P) x PROJ.bCTED VERTICAL HElGHT (hJ STORY SHEAR (v,) x DlAPffi~GM DEPTH (d) ROO.f: DJAPHRA!'.,i:M: A = N-S. WIND: P I u · ~? (psfl x -~/2:fJ (It) = -~lplf) SEISMIC: v, ,· , 1: (psi) x ~+: (ft} = IS: 1:: (plf) E-W: WINT>: P ___ (p~-f) x ___ (ftl = ___ \plf) SEISMIC· v, ______ (psfl x (ft) = _____ (plf) LEVI:-!. DlAPHRAUM: GOVERNS WIND P ______ (psf) x ___ (ft) = ____ (plf) SclSMIC'. v, ___ (p~fJ , ___ (ft)::: __ . __ Jplf) ,kcc.v-11,. _5(l_s_ ""'t_ <::_ GOVERN,<, ~1 l "-<"f> E-W; N-~ WIND· P ______ lp-~f) x ___ (ft) = _____ (pit) SEISMJ(: \, _ _ /pl-fl K _ _ __ •. (llJ =-_(pltJ LEVEL DlAPJ-ffi,\GM: A = WIND. !-' SEISMJl. ,. __ (p,f), . _ _ (ftJ = __ _ CplfJ __ (p~f'I ;, __ ____ (ti\ ,. ______ 1plf) f;;W_ WIND. SEISl\11C· Y __ lp\t) ~ ____ (ftl = ____ /plf) \-, -----__ 1p;f) X •••. ----· (ft1 = .. --_Jplf) OOVhRNS GOVERNS ,, ... , ,,,-~ '\ ...... ·t;·· .;... MIKE SURPRENANT & ASSOC I ATES Consulting Structural Engineer~ !01,. _ CALCULATED ijY ________ _ CHECKED i:IY __ _ OATF. ___ _ Sf;Alf-_________ _ SHEARW ALL DESIGN f Sf Story Shcarwalls N .-> Direction Unit Lateral Load, ,, = 4-I psf Gridline i Tnbutur:i Area (Thi~ Level). __ '%,. sq. ft. 7 "2-Lateral Load (This l.evl!l): ___________________________ .._,_-=--Lh~ Laleial l..oad (Level AbPve). _____________________________ _ Lb5 / 7 7-Lbs Shearwall(s) Length, L = Total Load (All Level!-). F, = -----..t...1- l, ft . Unit Wall Shear, v = FJL = ___ _:!::J _ plf Shet1rwal I Type: @ Overturning: L = ___ ... -·--· _ ft. Uplift ,.. _____ _ _ _______________ Lbs 1Jul(k1wn Anchoi Type. D Gridlinr __ '2-____ _ f"2. sq.ft. I ]'L. Lbs Tributary Arca (Thi\ l..cvel): Lateral Load (This Level): _______ _ Lateral Load (Level Above): ___________________________ _ Lbs Tot.al Load I All Levels), F, = I 7 ;_.. Lbs Shearwalt(~) Lcn~th. I. = ______ 3' · t;' ft. r. (' / )] lTnitWallSheur,v =FJL = (t'6 plf L'.2.,;--o ,fl.-f"' /,.7 ', ,=1.-rr Shearwall Type: (1.) Overturnin~: L = _____ ft. / Okay by 1111,pectH>n llplitt = ____________________________ Lb~ l10ldown Anchor fypc: 0 ---------------------- Gridline ·-------T ributar1 Area (Thi~ Levdl: _____________________________ sq. ft. Literal l.oad (This Le,·<'I): ----·-------.• Lb~ Lateral Load (Level Ahnvt:): Lbs 1 otal L<.,aJ (All Levels). F, = ________ Lbs Shearwall(s\ Length l. = _____________ ft. Unit W&ll Shea,.\== FJL =-________ plf Shearwall Type: ;.···) OH!rturni1111,: L = ft. ____ Okay by ln~rcction Uplift = ______________ _ lfoldC'wn Anchor T) pc: □ ---------------------- ; .... L'. MIKE SURPRENANT & ASSOCIATES Comultini: Strunural Enginctrs JOP, ~-L~ee S•IU,l NO ----·---... ·-••·-'-4--/J OF --·· _ CAL CUI ATd) ff{ ________ _ DATE _______ _ CfiH:11'1:Dl.lY OA1F SCAlt _ -----------------·-------- ,.,- ( Story Shearwalls c-v-/ l)irection Unit Lateral Load, v = __ f_._/ _ psf Gridline ___ A ___ _ Tributary Area {Thrn l.evel): ___________________________ _,__o_c_ ~q ft Lateral Load tThi~ Level): 1: /o Lbs Later.it Load (Level Above): Lbs Total L<!ad (All Levels). F, = ________ 4.!....!.J_b __ Lbs Shear wall(~) Length. L = __ :,._._>_+_1-_.-s-__ ::=. __ __:::.~--ft. Unit Wall Shem, v = F,IL = 6'2 plf (',\i __ ) Shearwall Type: Overturning: L = ___ _ ft. __ ::__ OkJy by lnspcc1ion Uphfl ::;. ----------------------------------- Holdown ;\nchllr Type: □ ----------------------- Gridline __)? ____ _ Tributary Arca !This Level), L:iteral Load (This Level)· _______ _ Lateral Load (Level Above). ____ _ 78 ~q. ft _________________ 7.J._,~c...9-.___ Lb~ _ ______________________ Lbs 'l,lfalLoad(AIILcvels),F,= ]~o Lbs Shcarwall(~) Length. L = ---------"=--fl. lini1 Wall Shear. v =-1·/1. = __ _._/ ___ 2....,./ _ plf Shean,.all T,pe: --------·------------------------ O,·rrlurning: L = ··-·-•--__ ft. ...::::~ Ol,,:,y hy lm,pcclion Uplift= ______________________________ I .b~ Holdown Am:hor 'I ype: 0 Gridlinc ______ _ Tributary Arca I !'his J.<:vcl)· __________ ~q. ft Lateral Load (This Level 1. ____ ______________ _ _______ Lb~ Lateral Loud <Level Ahm<'J· _______ _ ___________ Lb~ Total l.oad (All I cveb). f ,= _____________ lb~ Sheurwall(~/ Leng1h, L == ___ _ ______ ft Umr W,111 ~hear, v -= l·/L '-'-____ _ plf Shearwall T) pc: O, erturning: L..:: _. ____ ft. J 1ph ft -:: _ ___ .. __ __ _ __ _____________ Lhs flnlduwn Anchn1 T ypc· 0 MIKE SURPRENANT & ASSOCIATES LonsuhinJ.! Stru< tur.tl Engineer, Sli(f.T !JO_ . ------------1, OF _________________ _ <;1-ICCKEDBI" _____ _ DATE_ -·-· __ _ ----------- FOUNDATION DESIGN ALLOW ABLE APPLIED LOADS Allowable Soil Bl.'aring PrCS$llrC (ASBP) = I 1 °co p~f (Per Design Criteria) CONTINUOUS FOOTINGS i Wm.1x t t •/ LJ , h .. / / I,, 1 1 b 7l MARK: CF-1 rlg Width (hJ = J :_~ ft. Depth of Ptg. th) = _!_:_~_ft. WMJ O\v = ASBP (b) = _________________ plf I USE: IS: .. WIDE ,_ _f_B ,. DEEP. WITH -z.. # _.2__ TOP & BOTTOM MARK: CF-2 rtg. Width (h) =-_ ft. Depth ,if Ftg.. (h) "" _ _____ ft w ~110\\ = ASBP (b1 =--------___ _ ______ _ plf jJ!_S-=E:.:..,: ===-··_w--=[=D-=E~x:......--===-.. .:.:.D.:::E=EP:...:·_:W__:1:-=.T.::..:.H~=="'"'-#-==~T_O_P_&_B_O_T_T_O_M~l WMAX @ Gndline ___ = _______ plf w'v1 -\>.. (ro Gridli ne __ = ____ rlt WM.\X (f!' Gndlinc ___ = ___ plf \VMA:'I.@ Gndline __ = __ plf USE: CF- llSE: CF- USE: CF- USE: CF- MJKE SURPRENANT & ASSOCIATES Comulting Strvnural Engin(•er~ JOB_ SHf(Tf/() ____ _ /6 01 _j_J ___ _ CA!Clll.AIEDHY _______ .•. (,Ale ____ _ SCAif ·----·· ________________ _ CONTINUOUS FOOTINGS -MAX POST LOADS lP,,,,, .... ---------..... --... :• .... -:_·· --:··".:...,-:. __ ------------.. -.. - h (f1.) l 2h (ft.) 'I MARK: CF-1 p'-1A>-= ASBl'(bi(2h) = MARK: CF-2 p \H l( :-ASBP(h)12h\ = _____________________ LBS . ...__ ________________________________________ ___. r PPCD! 1c1 ·• . ' MJKE SURPRENANT & ASSO(:J ATES Consulting Strucrur.il En1,•ineer~ ?-tc:>ee .;QB _______ _ c ,1cu1ATE08Y _______ _ Cl◄FCKED BY--· _ --·------- SCALE ___ _ SCHEDULES DATE ______ _ • -- q£y_ .til. 201h ·-·--••• SHEARWALLSCHEDULE DESCRIPTI~ S4EAfi1l!ALL NAlLIIG ©@ &µ.EAR TRANSFER -r:-r ""c®I Gl®@@ ~ ® Sn.L. ATTAOf"IENTQXD~ ElOTTCt1 PL.ATE© TOP PL.ATE VALUE , NA1~ ST'"'!eO'~ (P'..F) NSF I MAfeRiAL ~I~ . SIZE 6.N. 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NCW)E Sli:!1. l"\..ATE ~. A 11!!'a111 OF tlffl N:;11 BT¼ ~S BT 3 HOE! II< &IZE, eeTU::91 TI-E SU FUTE ~ !(IT_ !If! HCU IN TI-E FLA.TE: lllo\5l£R !$ f'eittTlED TO !5E Dl.4C,ONAl,L T &.om!D 111111-1 A IIIIOn-'I' TO 3-4 H::M tAK..l!R lMAM T\,£ eot.r DIAl1:Telt ,t,;<> A !!LCT L&(itw MOT iO EXCEED l•J/4 ~ ~ A ~T Al()AA!:) Oil IIASIEII( 16 "I.ACED -TIE Fl.ATE~ Ale> TIE~"!. I~~-)' .!CCEPl'Ael..l!J n£ l'IJ1'! ~ el! TIGlllEIE!) .A&T PRIOR TO~ IIIAll, -5a AU() 1D0100 MO'!l; ")I. ~ ~ Q) ~ Da.GlA$ fiR HO l "RE-TREATEP !ll!.L l'LATU. OON::ER TO eE '°1T,EO FOl't "f-C>E!l:lll F ~ ~~ c,;. eiU. FU!al A.'-£ U9ED OR ,41,1£ !"ART Cf 1l-E SO,TK, l!lUIL[)K,. (ii) -NOTED._..,, AT FCUOA~ SU R.A.1£~. ;IND ALL ""1P1t,t; t1£l'&1'I! ,earvte, ElX£ NAILi'(; Flll.'.:t1 A!JIUTTI,t; I"~. !,;W.L ee 3x MCt1tW. OR TWO<:!:!{ AU !II.I. !"LATE AIO $EAT\lM:, JOH! M.A:1.11«;5W,,ILL8EST~. G) !l+-tAR l"A1£1.S SI-IAL!. ee Al"'I.IEI? DIRECTL T TO sn.o 'f(A.'111:, AT If>' (),I certER MAXll1Jl'I ® IIM!FE !llblllll(; FANEUI All£ Af'!'lll:D ~ ~ Ft.c~ Cf THI: e!E~L, ~All-ltl:, FAIE!. X>h'T5 !M.6LL OCQllt AT 3x ~ Ole "l'lfCJQ;R MN1k.; ME!'!lER&. 1"4'El., JOHT& a,i E.dOl el[)£ Cf 11W.!. i!OIALL BE &1A6GEfcD @ AU. IUXP SI-EATIO«, l".!IE\. ~ ~ eE !ll.Ot'.Xl:D 111!11 MNtU1 :nt !ll.OCKK".t. IN.EM IIOTED or.9111!\E. ...... Cb ' 0 0 g ~ ~ ,., @) !,!EA!,!IJALL!J !!Kt~~ T4AN 0£ VERTICAL p.;,e_ H IEIGW ~L ~YE Em.eR vE1lTICAL Ole ~.61.. STAGGERED ef'I.ICSD .am, G) Qt, 'r ca-t10< NAil& ,w;, TO ee U5ED FOR AU muNt:. AiToll0!'19lf. MAIL~~ 'CLIPPEP ~· OR 'SNCER' NAILS Ali£ IC! ACCEPTAel.E- @ "l<l?Y'.Pt ;HJ' NH1111 EDGE DISTANCE&~ ALL e!IEA™'6 »P fRAMtti HEl1lElt EDGE MAUG. @ Sl\CCO JKJICIR EXl'ER!CIR 'tBEER OYER A IUXP ~AT!-1111(1 ~ llf-W.L ee 1114~ UTH A. NNt1.t1 Cl' <V Lol'!"Ele Cl' i; b. 1'1:1.T l"Al'!Jl @ "ERIOD4C 5f'ECIAL ~ 16 FEaJl<ED FER a,c Sf!;Tl()I 11fJSJij l\18'11FT w/ lOCill. fU!.Otte. ~ F ElcB1"'T1Ctl!, Al"!"LY J. It I i:!l:V ,U,E 2#>~ HOLD-DOWN SCHEDULE hCLD-DOU.N POST HOLD·DOUN ANCHOR5 DESIGN LOAD ( & Yl"!80L , ID! (HIN. THICKNE~) &LAB &TEH EXISTll-i:i CC't-lCFilETE I 0 MSTC-40 "" NA NA. NA. 2.69Sb ! [[] !'1STC52 '" NA NA NA ◄,23!1 lb& @J l"S TChh 4x NA NA NA ;/!ib0 lb& ---21,~ lbt @J STU'.:)10 08L 2x NA (b' MIN. ST'EtlJ AA 1,-4); lbt <&TEMJ I !Il STl-014 08L. 2x NA (6' HN. &Tl:11, NA 3,b~b 2,b&S b <&TEMJ : f"i:: Hei.i'2•6D&2E 001... :b Qi'. 4x 551816 !!>&TBZtl ,._ •• ~ '1111">' 111N. EMBEONEm )~be <&'Ml!UTEMJ ! [c;7 I-IOU4-S052~ D6L 2x ~ -"• S.STB10 ~lli,X2-4 '\'♦ROOtJ/10'MJIII.E!'eED!'1ENT 4,565 bt (6' Hlloi. ST!:11> [BJ !-IOU5-SD&25 I pei __ zx pf .olx 56Ta24 ~,4 '\'♦ 1<00 tJ/ 12' M~ El"eED1'91T !.1>'5 be lb' HIN. STEM) ("I ~ g -;~~ a:> i {n(/) (I> (1:1 c:: ~o~ ~ n i> ~ ~~ 1-en~ s -i QJ >IOU!-5051.S I ~\X24 &.~W b <-4l() ' •~~&x S.SiB28 <&' 11nt STEM> \'♦ ROD e/ 15' HIN. l:.?1eEOl'ENT 1~ bl <f>x) I IK] ~Jll·S0&2.S f,)( Q! ex ~ PA5e I'♦ ~ e/ l&' MIN. EHl3EDt'ENT '3.)3; b (f>xJ UJ15 lb& < &x) IJ:J lofDC14-SDS7.S & SBIX30 I PAS& I'♦ ROD _, l&' HIN. E?1eeDl1e(r 14~&:>6 ~ t i.lOI..D OOI.N ~ l"\JST eE TIED IN Pl.ACE f'RlOR TO FOlN)ATIOJ N5R:CTIOI. 2 DEEPEN FOOTll-t'.t& TO ~DE 3' MIN. ~TE COYER~ MOLD DOUH ~ ARE. L~ TI-lAl-1 ™E f'OO'TQ-t; DEPT\.l. ~Ic:HQUSS, l U&E lbd &N<E~. V, ~ ~ ~ 5 ~ rl'\ n M CD ~ C ~ 9 > z Cl) a <:) -< Cl) 1 I I \l 2 CEN'TER BETUEEN ~ • L~ R.~. l1AXIHIJ1 CLEAR SPAN • 18'. NAILS~ f.!EQU!l<ED IN CLEAR &PAN (11,!1'1 OOAROJ ~ - 0 ~ {\ L USE <RJ> OPTION FOR RAISED IIIOOO 81.J6.R.OOR Ca-lDITlo-1. :1. NAIL STRAP A<a"! BOTTCH uP ~-STRAP MAY BE BENl ONE RJLL CYCLE TO AID WALL F'I..ACEMelT. NOTFY E.OR. IF cet-lCRETE SPALL eailNO STRAP 15 (o!;!EA'l'ER TI-IAN I'. ' &TRAP l1.l&T ~ o,e (I) "4 0'11N1!'1.11) lolO!cllemAL i.EBAR IN FOOT!t-G, IIININ 3' TO 5' OF~ &R'ACE. ~ t NOTED F05T UADT!-115 PARALLEL TO UIALL. 2. F'OST HAY calSJST Cf' 1'1.11..TIFLE MEMBERS "'lii!OV!DED TMEY AFi£ CON:CiED ~ Y Cf' I-IOUHXlU.N FA51'9e:~ L I~ r ~ ~ g 3. ~0-00I.NS MAY 6E teTAU.EO I&' MAX1!111 Aeov1: TOP Cf' CCl!OcETE -4. ll5E: ~ '5£1 •Xl"' El"Oxr <ICC•E~·2!>0&> fll™ 5F'ECIAL !Nef"ECTIOH INTO EXISTING, COMCfi£TE (l1JN1l'lN F'-1' EOGE DIS-YANCE). _RECEi\/ED _ JUN 2 8 2021 k~F CARLSBAD STORM WAT if!~ '@p}JlHi,Tj~OTES All NECESSARY EQUIPMENT ANO MATERIAtS SHALL BE AVA•..ABLE ON SITE TO fAC!UTATE RAPiO INSTALLATION or EROSION ~"ID S(l)M(NT CONTROL BMPs WHEN RA!N iS [MIN£Nl. 2. iHE OlvNER/CONTR.-CTCR SHALL RESTORE All EROSION CONTROi. OE',11C£S TO WORKING ORDER 10 l}J£ SAliSfACTION Of lH[ CITY INSPECTOR AFTER EACH RUN-Off PROOIJCING RAINrALL 3 ttlE O"'NER/CON1RACT04l ShAI.L INSTALL ADOITIONAL EROSI0>-1 COOTRO:. MEASURES AS t.lAY BE REOUtREO BY TH[ CITY INS."[CTCR DUE TO INCOMPlf TE GRAOiNG O!'(RA TIONS OR Ut:FORES([N CIRCUMSTANCES W'ilCH MAY ARISE 4. Atl REMOVA8L( PROTECTIVE DEV!CES SHALL BE IN PLACE AT TH[ END Of EACH WORKING DAY 'MiEN THE nvE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECfNT ( 4~} SILT ANO OTHER DEBRIS SHALL BE REMQ\1£0 AFTER £ACH RA!Nf All. 5 >'LL GRAVEL BAGS SH~lL CONTAIN 3/4 INCH MINIVUM AGGREGATE. 6. Ai)[Ql,HE (ROSION ANO S(QIVENl CONTllOL ANO PERIM£T(R PROTEC°TlON BESl MA~AGEM(NT PRACTICE MEASURES MUSl 8( i>ISTALLEO AND MAINlANEO. 7 THE CHY INSPECTOR SHA!.L HAvt: THE AUT!lORITY TO ,i.L TER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEOEC ro ENSURE COMPLIANCE 111TH CITY STORM WA lER OUAU TY REGULA ilONS. OWNER'S CERTIFTCA TE: I UNOE.RSTANO ANO ACKl'/OW.EOGE lliAT I MUST: (1) IMPL[MENT &ST IIANAG(MfNT PRI.CTIC(S (61,!PS) OURINC CONSTRUCllOO ACTI\ATI(S TO ll<( l!AXit.lUM [)(!£NT PRACnCABL[ TO A\QO Thi£ MO!lll.J2A110N or POLLUl,V;IS SUCK AS Sl:OillENl ANO 'TO AVOIO lHt: EXPOSURE Of STORM WA l!R TO CONSTRUC110N RfL,t,1£0 POUUTANTS: ANO (2) ADHERE 10, AND AT AU 1lllc5. CC>,li'l Y Ii' lH ThlS CITY APPRO'l£0 TIER I CONSTRUCllON SWPPI' i~ROOCHOIJ f fll£ DURA llON ~ lliE CONSTRUCTION AC1M11£S UNTIL THC CONSTRUCTION WOPK IS COWU:1£ ANO APPROVCO BY lHE QTY Of CARtSSAO. ;/H07.I./Y A. flcYE/2 O'ltl'lER(S)/OWNER'S AGE!fl NAME (PRINT} ~5-.'l'f fl. ~v O~Ts}76WN~T ~siGNAlURE:J (-29 0 -25·?/ DAir STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP ~-\2)0(0 -----·~--~---.. -·---·-------· r------------.------~-BE_S_T_MANA_· _G_E_M_.E_NT PRACTICES (BMP) SELECTION TABLE i e,-.conc«>' I Seiiment~BI!?> 'ttw,~ N<n-St>,.,w..,, w_u.r.,....,...,_..,. 81.•Ps I -Caitol 8Mfs .-~, 81.f'< -eor,-o1 BMP, I-·.-1 l I I i I l ~ i --' I ! I!! I I 1 1 I g ! g " .f '11 ~ ] f 1-g I : I o ! t -e .:;:i ~ ~ ._ a. " o I " ' :l c:,, ~ w, I t ~ .f ~ i i;, ~ ~ ~ ~ ~; a. >-g' g ! ~ j ~ ; Best Management Pract.i:e· 4l i : l " 1 f I a, ~ l5 " & t .§ !l ~ E ~ .ii " j i ., ;; ~.; j;: i ;; :a t"' I f; · L1 a , ~ _ ~ 8' . ~ 1,~ :,, .~ o u ~ 00_ .£ ., .i.: :a 8, ~ ,... ... 1'S ~ .., 8-ti ~I • !! 1 -g £ ~ ~ ... -~ 'II 1s I i t 3 fl ~ ~ ]; :: 'll ~ :at ·" ~ il :,; i; t e ;; ~ ':.,, 'D g' ll ii b !fl . g I O :"i p .:::, I ~ i ''9 l ,Q O z; Q C .s e 2 .e 0 1 0 E i; C). 0 ~-.> ~ 2 0 2 ·o. s ~ n ~ q a o 1 I -l2-+-"'-~ il'! °';JI u i.::2. .'!'..?..Jii.2!!,.--i"'.s: ":.!X' lic,. <>.O <1. >G :tV> "',"' v>u <7>:a x2.o::<I CAS<l40esig,at,,o ➔ I , • ., "' I:: I -I"' .., "'·,' <O ,... "' 2 ·1 -~ ' -.., ,.. "' -"',I,,, 1· .. "', "' I "' ·1 I I I I I i I t I I. I I I I t I ' I I I I I I I I · I 'ulu, o o •uiw w ,.,;..., ~• "''. w , il, ~ "' "' "' v, " ""' :> :li ::< ';tO I ~Aov.ty '-' . &.J w { w : t/J I V'I t.r. (I) iv, ~ VI ; fl'I '. I :Z 2 Z Z 3t 3:' , ~ 1 3--s. J: ~ G<ods!><l/Soi O,stvrbonce I ! ·--r---~ =L~-· i·--,=r ___ -_J..-y-' f-+--!-L. _ , .-1'.!.~i!!.9&££'.!."lioo I ' I_ l ---I . i I ' i ' I f Stoe1toaina , ' . .J. ! , , I i L I I ! -'---+--+---+--<' Ormi<>G/lk><ina I ' I ·-r·--r--' '.J. --rr·---·-;-,·--;---,----r-I j Concr,te/AsphU!t Sa·4'Cultlt,a ! I r-·--'-1 -+-~ ·-.-•. r --1-i--:-t-1· --17-· I +-....... ··--1-+--'--'--~--+-- ~ Concr~t, Oa!w~k___ ~. j i ~ t t ; I "><->e l ~· ·-··~-------- ,... l'~-----·---·--' , i T f ! , I I , I Conduit /Piot h1toholion I I _ J I T ' , -t-, ; , 1 Stucco/llo,tor Won< ; :x. I -i '-"' 17"" --;-1 --·7 -·-····· !---·· f --··, ·· ""71 1---1.....r "--::7 • ,.!'!!l•J>'.~I__ _ _ __ I ! __ _ l I i I I , i i I i St~inolicrDoW!I ,i.reo i l '·-' I I I I [__j ___ ,._;_-;._ , l I , •.. (noinffient Ma:ntffl<lin:Ct cod Fu@I\N"t. 1 1 1 1 -r i I I r·····-1 1 i H I I Hozo,dous Substonce Use/Sto,coe i ! 1 ! I -I I ! ! l \_ O•WOLemg_____ --•. --I I ! i I ' ! I I f T ' ' I i j_ i ~;:, A~~:::, Actoso Dirt : : : -H---~ __,_ _ _.___,_~• -+-----• ----+ --; f-• --l-t t f i , ln1lructions: 1. Check the bo). to tht left of c11 applicable CO(ISlruc.tion octivily {first eol\U'nrt) expteted lo occur di.lring ccn~lruction. ? L=t•d along the top of tne 8J/J' Tobie is c hst of SMP'• ,.;\h ifs 0Qfr9"PO"d°ng Caii!0<ni0 Stormwote< Ouolity Asi-O<iatioo (CASQ.t.) d••ig,ution numb¥. Choose on• or more BUPs :,oo ~tend to ~ during COMtructQ"', from the list Che:cic: the box where the chosen octivity rC/# lnt~~eh ,,,;th the BM? column. 3 Refer to U>e CASOA construction ho,-.<l>ook lo, info,motion ond delais of lhe chosen SMPs and how to apply !hem to the project. Page 1 of 1 I PROJECT INFORM,\TION : Sit• ~d<ress; 2?>3'1 T82£AZA /211!£/?A ~sseos..-·s Po,ce! Numl:er: V S-582 -35-tXJ Emtrgency Contact N..-.,e; OAWN /-IR77..£ 24 HOU! Phooe: BSfi-204--204-Z. Construction fhreot to St/lfm Wote" Ouallty (Check Bo•) 0 I.IEDlUM J8l lOW REV 11/17 ------·------- (_ City of Carlsbad -Or '"'[ 'VIJ.eµe/onment Services CONSTRUCTION WASJ;S.., .. 1 t:TJ-!"' ______ -:···-·-:-. :-c Bu,ld,ng 01v1S1on MANAGEMENT PLA~N 2 8 2021 B-59 CITY OF CAR~.SB,'-\O BUILDING D/\//S/ON 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Many of the materials generated from your project can be recycled. You are required to list materials that will be reused, recycled or disposed from your project. If you have questions about the recycling requirement or completing this form, please contact Waste Management at (760) 929-9400, a certified C&D recycler, or the Carlsbad Building Division at (760) 602-2700. Please note: Unless you are self-hauling, Waste Management or approved haulers must be used tor all construction projects within the City of Carlsbad. PAffT 1 Complt•te and \Ubmit 1h!!> fmm when ~pplymg for a Building Permit. Note. Permits will not be ,s~ued without a c.omplPted Construct1nn Waste Management Plan. Applicant Information Permit No. Cb/'<. :J.0'2/ -/30(1:> Project Title /J120).cl7 A~ __ '-1_,_1:...,,Ti-=E;;..;:c~T,_ ___ _ Project Address.--"2'--3-'3_9_72_c_£/Z_~_2A;__;__;./<_l f?_€_.;_;Zt\__.;._,__C_A_Ri_t_S~_V-:)_0 ____ APN 215-58Z-35·tX> Applicant Name -~---'-'E_¼_~ ____ 7i_7-_'H_O_T)_I'/ ____ _ last First Owner 0 Contractor 0 Art'hitC'ct © Othc, 0 -- Applicant Address 9'!75 8(./'5/)IE'S~!Zl AvG. Sic A I ~A) Ole-GD )Cl+ '3 7/~/ Phone ( (t;/9 ) 362 -84-IO E·mailAddress Ct>.Ldsn ~ !;11.,hoo, Com Applicant Mailing Address (if different than proJP.t:t address) Project Type (check all that apply): ReS,tdcnnat 18 □, Pubhc 8vild,ng □ Brief Description )(;7c./.le,,(j 19001 T/O;U < ~cJ.IODG U,,<J(j Project Size ___ ;).'--&;__;;;z _______ Estimated Cost of Project $ __ .:J' __ B)_..,_/_Ci)()_-=---------- (square footage) Please check the appropriate box: 0 I plan on using WASTE MANAGEMENT roll-off bin(s) for all materials and will provide all receipts after construction. IZ! 1 plan on self-hauling to a certified recycling facility and will provide all receipts after construction. Q This is a proposed LEED certified project and I plan on separating materials on site in conjunction with WASTE MANAGEMENT. Acknowledgement: I certify under penalty of perjury under the laws of the State of California that the information provided in and with this form pertains to construction and demolition debris generated only from the project listed in PART 1, that I have reviewed the accuracy of the information, and that the information is true and correct to the best of my knowledge and belief. Print Name TIHOP/; /l ME YER Date Page 1 of 4 Rev. 1111211 B ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www .carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) must be included with the building permit application for all projects that require CAP compliance. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Homeowners should not attempt to fill this out without consultation. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 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 provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: Application Information BP No.: C BP--.2..G 2\-· I 30(..J 2.33:J 7c!ZIZAZA £teeRA.. cfl12LS(!flD.cP 9 ,Do9 ;:;pAJ: '215-58'2. ·35-oo i 385/ PPQ DRIVE I CAR..C.Sf3Cl8CA 9'2..0DB 85 8 -Zo4--~4 'Z-Contact Email: d Mo....tz.e e, crosswa..u-e. rid Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: lfEYc/2 E'eS/(i)/ y'/20U p . 9qz5 8!/SIA/BSPf}llt IIYc. 5~· A Contact Email: Applicant Signature:_71~-~--,..-~~Z?_q-_,/.,_'l~f--~~--~~---'-----Date: B-50 Page 1 of 7 Revised 04/21