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Home My WebLink About1387 CYNTHIA LN; ; CBR2021-0972; PermitBuilding Permit Finaled Print Date: 10/26/2022 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1387 CYNTHIA LN, BLDG-Residential 1562315200 $27,716.29 Residential Permit CARLSBAD, CA 92008-1507 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Addition (city of Carlsbad Permit No: CBR2021-0972 Status: Closed -Fina led Applied: 04/08/2021 Issued: 06/08/2021 Fina led Close Out: 10/26/2022 Final Inspection: 09/28/2022 INSPECTOR: Dreibelbis, Peter Description: SEARS: ADDITION (64 SF)//REMODEL (256 SF)// REPLACE PATIO DOORS/WINDOW/ FIREPLACE Property Owner: Contractor: CO-OWNERS SEARS THOMAS RAND WENDY F THOMAS SEARS 1387 CYNTHIA LN 4015 SUNNYHILL DR CARLSBAD, CA 92008 CARLSBAD, CA 92008-2751 (760) 390-5952 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: $1,077.44 Total Payments To Date: $1,077.44 Balance Due: AMOUNT $265.20 $185.64 $41.00 $175.00 $42.00 $62.00 $2.00 $3.60 $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 760~602-8560 f I www.carlsbadca.gov ( City of Carlsbad Job Address 1387 Cynthia Ln RESIDENTIAL BUILDING PERMIT APPLICATION B-1 :::~ vca~::k f}'f f:ttf.iCfO PC Deposit , Date 4/ r:/'7-J Suite:. ____ APN: 156-231-52-00 CT /Project #: _________________ Lot #: ____ Year Built: ..,.1...,9...,9...,3..._ _____ _ Fire Sprinklers: QvES@> No Air Conditioning:Q YES® NO Electrical Panel Upgrade: QvEst!) NO BRIEF DESCRIPTION Of WORK: Add 64 SF to Existing Family Rm; Replace Existing Patio Doors and Family Rm Window; Replace Existing Fireplace [0'°Addition/New: Addition Living SF, 64 Deck SF, NA Patio SF, NA Garage SF NA Is this to create an Accessory Dwelling Unit? Qv {eN New Fireplace? •v QN, if yes how many? _1 __ ~model: 256 SF of affected area Is the area a conversion or change of use? Ov @N □ Pool/Spa:_N_A ___ SF Additional Gas or Electrical Features? None --~--------- OSolar:.~ __ KW, ___ Modules, Mounted:0Roof 0Ground, Tilt: 0 vO N, RMA: Ov ON, Battery:OY ON, Panel Upgrade: Ov ON D Reroof: -----------------------------------□ Plumbing/Mechanical/Electrical 0 Only: Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER Name: Tom & Wendy Sears Address: 1387 Cynthia Ln APPLICANT 0 PROPERTY OWNERS AUTHORIZED AGENT Name: Tom Sears APPLICANT 0 Address: _________________ _ City: Carlsbad State: CA Zip: 92008 City: _________ State: ___ Zip: ____ _ Phone: 760.390.5952 Phone: _________________ _ Email: tom@searsconstruction.com Email: __________________ _ DESIGN PROFESSIONAL APPLICANT O CONTRACTOR OF RECORD APPLICANT ~ Name: ________________ _ Address: _______________ _ City: _______ State: ___ Zip: ___ _ Phone: _______________ _ Email:. ________________ _ Architect State License: __________ _ Name: Tom Sears dba Sears Construction Co. Address: 1387 Cynthia Ln City: Carlsbad State: CA Zip: __ 9 __ 20 __ 0...,;8;._,_ __ _ Phone: 760.390.5952 Email: tom@searsconstruction.com State License/class: B 346161 Bus. License: 122390~(- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 08/20 IDENTIFY Wl-lO Wll.l. PEBH)RIVi YHE •~ifGHi( 8'/ COM1:0u:·(1f\l,~~ {C'VffD1\l f1) Ofl: {OVilON 8-j ~i:toW: (OPTIOt\l A): LICENSED CONTRACTOR ul:ClAt~ffflON: I hereby affirm under penalty of perjury that I am licensed under provisiom of Chapter 9 {commencing with Section 7000} of Division 3 of the Business and Professions Code, and my license is in fufl force and effect. I also affirm under penalty of perjury one of the following declarations: DI have and will mainti4in a certificate of consent to self-Insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work whlch tt,Js permit 15 Issued. Poll~ No. _____ ~ [II I have and wm maintain worker's compensallan, a; requil"ed by Section 3700 of the labor Code, for the performance of lhe work for wfilch this permit Is issu.,d. My workers' co'!"Po.!!..satlon IMurance carrier and policy number are: Insurance Company Name: ...:Sen=-==tin"-=ia"-1-"-lns=u:..:ra:c..nca:.:..::.....cC""o~. ___________ _ Polity No. 76Wt:GAK4XN5 . · Expiration Date: ...c0=210B/==202=2-~~-~----- D Certificate of EJl~nplion: I certify that in the performance or the work for which this permit is Issued, I shall not employ any person In any manner so as to be,ome subject to the worl<ers' compensation lllws of Calif.,,.nla. WARNING: Fallure to secure workers compensatkm coverage Is unlawful and shall subject an employer to crlmlnal panallles and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's. fees. CONSTRUCTION IJ:NOING AGENC'/, IF A"i\lV: I hereby affirm that there is a construction lending agency for the performance of the work this perm It ls Issued (Sec Let1d01r'sName:. ______ _ CONTRACTOR PRINT: Tom Sears ATE: 04/01/2021 (OPTION 8): OWNER-BUllDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: Ol, as owner ot the property or my emplc,ytts with wages.>$ their sole rompensatlon, will do the WOl'1I and the structure is not Intended or offered for sale [5ec. 7044, Business and Professions Code: The Contractor's UcellSe Law does not apPly to an owner of property who builds or Improves theroon, and who does such Wt>rk hlmself or through his own employees, provided that 5Uch Improvements are not intended Of offered for sale. Jt, hoWeVer, the bulldlng or Improvement 15 sold within one year of completion, the owner-bulldrr will h.lve the burden of provina that he did not build or Improve for the purpose of sale). DI, as owner af the property, am exclusM?ly contracting with licensed contractOfS to ronstruct the projed {Sec. 7044, Business and Profe5~ons Code: The Contractor's license Law does not apply to an owner of property who builds or lmprOVl'S thereon, and contr,icts fOf' such projects wlth contr.ictor(5} tlcensed pursuant to the Contractor's License law). · DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for th is reason: O"owner Sulkier acknow/etfsement and verification form" has been filled out, signed and attached to this application. 0 Owners .. Authorized Agent form~ has been flUed out, signed and attad1ed to this appllcatlon gMng the ogent ,wthorlty to obtain the permit on the oWl!er's behalf. By my signature below I acknowledge that, ,-xcept far my personal r~""ce ir, whkh I mll5t have resided fOI' at least one yeor prior to completlon of the Improvements covered by tl1is permit, f cannot legallv sell a structure th<1t I have built~ an owner-buildef' if it has not been constructed In Its entirety by licensed c:ontr,u:tors. I uriderstund thllt a copy of the uppliwble law, 5er:#On 7044 of tht! Bwiness otld Profession> C<Xk, is avaflable upon request when this opp#Jrotlon Is submltt"d <Jf at tit.. following Web ~t": http;/fwww.kg/tifo.t:a.gov/ai/Qw.html. OWNER PRINT: _________ _ SIGN: __________ DATE: _____ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized ta act on the property owner or contracta~s behalf. I certify that J have read the app//catlon and ,rate that the above Information i, correct and that the Information on the plans Is accurate, I agree to comply with a/J City ordinances and State laws relating to building construction. I hereby authorile representative of the City of Carlsbad to enter upon the above mentioned property for inspection purpotes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARIS8ADAGAINST ALL LIABllff/ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID QTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for exawations over 5'0' deep ond demolition or construct/on of structures over 3 stories in height. APPLICANT PRIN~-IJ/()11...l'Y?~:.........~.-::::::;;.;~~--SIGN: ' 1635 Faraday A11e carlsbad, CA 92008 Ph; 760-602-2719 fax; 7ti0-602-8558 2 Email: 8uOding@cansbadca.gov REV. 08/20 "' . ,, . PERMIT INSPECTION fll~TORY for (CBR2021--0972) Permit Type: BLDG-Residential Application Date: 04/08/2021 Owner: CO-OWNERS SEARS THOMAS RAND WENDY R Work Class: Addition Issue Date: 06/08/2021 Subdivision: PARCEL MAP NO 16581 Status: Closed -Finaled Expiration Date: 09/21/2022 Address: 1387 CYNTHIA LN CARLSBAD, CA 92008-1507 IVR Number: Scheduled Actual Inspection Type Inspection No. Date Start Date Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS At rear wall At rear wall 09/28/2022 09/28/2022 BLDG-Final Inspection 192860-2022 Wednesday, October 26, 2022 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS 32639 Inspection Primary Inspector Status Passed Peter Dreibelbis Reinspection Inspection Passed No No No Passed No No Na No No Complete Page 2 of 2 PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207 -1885 Structural Design Calculations Residential Remodel Client Tom Sears Project Sears Residence 1387 Cynthia Lane Carlsbad, CA 92008 , ) ,,/_ / / I -· i . l "''"'/'t • _, )/ I/ I . I Paul S. Christenson RCE C57182. exp. 12/31/19 October 19, 2019 PCSO File #: 19-456 ~A,rl i.!,h.ri§f:~tr1.\0-H "'>A..a f)V.au Z.utti·u.~,,-iii.-, \ ' \ .. ' I ' r -_, , . • I 1 \ .. , ' ---· ~· -~--. Paul Christenson San Diego Engineering 3529 Coastvfew Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Sears Residence 19-456 -------- Code: Timber: 2016 California Building Code -ASCE 7-10 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: OF-L #2 • " Posts & Beams: OF-L #1 • Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (OF/OF) 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 JCBO 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 8, 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.0.) ----.. ------·-----. JOB 19-456 i,. OF ~ ,u./f;~,r,n -;!,.,, ~o bJUIIJtJMJ SHEET NO CALCULATED BY CHECK BY SCALE ----,-PS C DATE 10/19/19 3529 Coastview Ct -Carlsbad, CA 9201 o Telephone (760} 207-1885 -Email: paul.pcsd gmail.com 2.0 LOAD LlST 2.1 Roof (Vaulted) Roofing l 5/32" Sheathing Roof Framing :5/8" Gyp. Bd. Insulation and Misc. IoL"" lLL= Total Load= 2.2 Roof (w/ ceilin2} Roofing I :5/32" Sheathing Roof Framing Insulation and Misc. Ceiling Joists 2oL"" ILL= Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls IDL= .I.LL= Total Load= Exterior Wall 7/8'" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 5.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 14.0 psf 20.0 psf 34.0 psf 5.0 psf 1.5 psf 2.8 psf 1.7 psf l 1.0 psf 20.0 psf 31.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf l6.0 psf 9.0 psf 1.5 psf l.l psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs@ 16" o.c. Misc. _____ DATE ___ _ 4.6 psf 1.1 psf 2.3 psf 8.0 psf r?' ,u/f;,t'.,.,;,1ennn &llllt ~o bJU'IJIH'UIJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 19456 CSAHELCEUTLANOTEO_B_Y_,?),__ __ OF ___ _ PSC DATE 10/19/19 CHECK BY DATE __ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmaii.com Z.O LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2xF.J. 5/8" Gyp. Bd. Insulation and Misc. lm.= 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 2.6Wind Basic Wind Speed = II 0 mph Exposure Cat = B Ps = AKzt•l"Ps30 (ASCF 7-JO. Equation 28 6-l) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic SMs = 1.292 Sos = (2/3) SMs Sos= 0.861 Sos Cs= (R/I) Cs= 0.133 USE: V= 0.133 WoL ASD BASE SHEAR VASo c .. wrn., 1.4 V Aso= 0.095 WoL (11.4-3) l'I = 1.00 (fig. 28.6.1-Ps30 = Kzt = 1.00 (fig. 26.8· 1 J I = 26.6 psf 1.0 USGS APPLICA TJON S, = 1.292 S1 = 0.500 Fa= 1.00 Fv= 1.50 R = 6.5 l = 1.00 hn = 25.00 Occupancy Category: Site Class: 2 D SEISMIC DESIGN CATEGORY s1<0.n S1 >004 Ss>o.15 (11.6 ASCE 7-10) (I 1.4.1 ASCE 7-10) (fig. 28.6-1) (table 11.5-1) Ta=C1 *(h0)075 = 0.224 Ts = S0ifS0s ~ 0.5 k= 1.0 Ta< (0.8)Ts, OK Ta<0.5 Seismic Design Category: D PCSD Engineering 3529 Coastview Court Carlsbad, CA 92010 (760) 207 -1885 pau I. pcsd@gmail.com Project Title: Engineer: Project ID: Project Descr: Printed• 23 OCT 2019. 7.46AM 1·-··-----•-·--.--. WoodBeam ··· .---~·---•o --y-y r :F~!e--=CAUS81'i\P~~~t~-f~~1v;ak~d-~-·-i . ~ . right 1:1'/l:RCALC, INC. 1-c?P18, ijuikl,10,18.H $0 . I.I "I Description : (FB-1) Header Bm CODE REFERENCES Calculations per NOS 2015, IBC2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 ~ Material Properties __ Analysis Method: Allowable Stress Design Load Combination ASCE 7-10 Wooo Species : Trus Joist Wood Grade : Parallam PSL 2.0E Beam Bracing : Completely Unbraced Fb+ Fb- Fc-Prll Fe-Perp Fv Ft 2,900.0 psi 2,900.0psi 2,900.0 psi 625.0 psi 290.0psi 2,025.0psi .. I • 'l E : Modulus of Elasticity Ebend-xx 2.000.0ksi !:minbend -xx 1 ,016.54ksi Density 45.070pci D(1.71) Lr(1J9) D(0.24) Lr(0.02) L(029) .. PW 24)U{0.02) L(0.29) ~ 1 9 0 ~ i5 f .. -~. ~---)(------. ----····-· ~·< 3.5x22 a: 3.5x22 Span= 9.50 ft ______ s~n = 6.0 fl ________ 1 .Appl!Jtd·Loads ~~~-· ... ----·-··-···----__ SeNice loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.240, Lr= 0.020, L:;; 0.290, Tributary Width= 1.0 ft Load for Span Number 2 Uniform Load : D "'0.240, Lr= 0.020, L = 0.290 , Tributary Width= 1.0 ff Point Load: D = 1.710, Lr= 1.790 k@6.0 ft DESIGN St.lMMARY .· .· Maximum Bending Stress Ratio Section used for this span fb. Actual = 0.4S!l 1 3.5x22 1, 158.37psi 2,524.08 psi +D-<-0.750Lr->-0.750L +H 9.500ft Span# 1 Maximum Shear Stress Ratio Section used for this span fv: Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transien1 Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = Overall Maximum_ Defleeti~·o~n~•~~- Load Combination -f{N .. r+H Span ----i 2 Max "-' Defl 0.0000 a.zo3r 0.094 in -0.017 ·1n 0.204 in -0.034 in Ratio a. Ratio= Ratio= Ratio= Location in Span 0.000-- 6.000 Fv. Allowable Load Combination Location of maximum on span Span# where maximum occurs 1530>,,,360 6540>=360 706>=240 3332>=240 ·-·--- Load Combina«on +D+lr..+1 Support notation : Far left is #1 Vertieal Reaction• Load Combination -----~~------. ···----------Support 1 Support 2 Support 3 Overall MAXimum ---· --lMrr-1T2GO --- Overall MtNimum 0.82B 3667 --O+H -0.326 6.129 -------------------------- = = = Desi n OK 0.276: 1 3.5x22 100.00 psi 362 so psi +0+0.750Lr.+-0.750L +H 9.500ft Span# 1 ____ ., ___ , ___ _ Max, ',.. Daft Location in Span -----0.0342 5.679 0.0000 5.679 Values in KIPS t~-ctf4...-..... Oescrip\\oo : ,f.t jtl,,,.~ PCSD Engineering 3529 Coastview Court Carlsbad,CA 92010 (760) 207-1885 pavl. pcsd@gmail.com \'fB. 1) Keader Bm Project Title: Engineer: Project ID: Project Descr: Support notaton : Far !ell is #1 •-\18,f'!fc?~I_Rt1acti(!nf! -------~-~~----•-------~•----------------~ load Combination -+0~41-. -t-0-tlr.-H -t{)+S..+i -t{}•-0.750Lr+0.750L -tH +0<-0.750L-t0.750S-t-H +O-t-0 ,SOW-t-H +0<-0.70E+H .0<-0. 750Lr+OJ50L +0.450W-+H +0<-0. 750L <-0 e750S+0.450W-+H +0-+0.750L-+0.750S-<-O. 5250E-+H +0.600+0.60W-t-0.60H +0.60D+0.70E+0.60H DOnly Lr Only LOnly SOnly WOnly E Only H Only Support 1 -□.502 -1.399 -0.326 -0,510 0 295 -O.'J26 -0.326 -0.510 0.295 0.295 -0.196 --0.196 -0.326 -1.073 0.828 Support2 9.796 9.303 6.129 11.260 8.880 612'il 6.129 11.260 8.880 8880 3,678 3.678 6.129 3.173 1667 Support 3 ___ P_rinted 23 OCT 2019, 7 46AM FIie :: C:\lJWl1\PaiJ1~1l'C$D\.2019\l 9466-, 11Cakt\Se#s,ec6 . ' . ~ O!lP hi ENERc:Al.C, tNC. f 983-2011J, Buik/: !OJ W ,30 . Values in KIPS ? ,u/t;rr1.rte.11.rc.11 'e1m1 25,,'!f" £,JU'eeTUtJ 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= 1125 plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) ( E) 15 "WIDE CONTIN. FIG W/ I -# 4 TOP AND BOTTOM & EMBED. 18 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB 19-456 SHEET NO t;: OF G -----~--CALCULATED BY PSC DATE 10/19/19 DATE CHECK BY SCALE ------- ASBP = 1500 psf Pa11 = 1500 • J1 "' ~ 6.3 PAD DESIGN PAD Pl P2 I • 2(Q+h) • I SIZE 24 "SQUARE x 18 "THK WI 3 -# 4 EACHWAY 34 "SQUAREx 18 "THK WI 4 -# 4 EACH WAY 12 12 Pa11 = 7500 lbs LOAD Pmax = 1500 "' 22 Pm...,== 6000 lbs Pmax = 1500 * 3 2 Pmax = 12042 lbs . ~ t\: :-~· •, !.t,,: ' ,,•1!1.:t~~i,!-~~:,\:?,_, •·Au.' ~•.lu-ut,Jo,1-i. ::,.n !'titfi} !,,.~., ... ..,l...- PCSD Engineering 3529 Coastview Court Carlsbad, CA 92010 (760) 207 -1885 paul.pcscl@gmail.com Project Title: Engineer: Project ID: Project Descr: 1··-··· -~ -------···-----'" ---------------------------------------Printed: 13 JAN 2021. 3 08PM ------~ ----.. --~--~--------------~--.. ------------------Flle: Sears.ec6 i Wood Beam Software gh! ENERCALC, INC. 198}2020, Build:12.20.5.17 'I DESCRIPTION: (FB-2) Fir Bm CODE REFERENCES Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Mat~_~lal~~(?p~rties Analysis.Method: Allowable Stress Design Load Combination :ASCE 7-10 Wood Species : Douglas Fir-Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced l Fb + Fb- Fc-Prll Fe-Perp Fv Ft D(0.3) Lr(0. F) L(0.04) v 6x12 Span= 15.0ft 1350psi 1350psi 925 ps·1 625psi 170psi 675psi • I E : Modulus of Elasticity Ebend-xx 1600 ksi Eminbend • xx 580\1.s'i Density 31.21 pcf l Applied Load~ ______ _ Service loads entered. Load Factors Will be applied for calculations . .. ···------------···. ------, ... Beam,self weight calculated and added to loads Uniform load: D "0.30, Lr:: 0.170, L = 0.040, Tribu!ary Width:: 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Load Comornation Location of ma:,,;imum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Load Combination ..0-+Lr+H Vertical Reactions Load Combination OveialfMAXimum ----- Overall MINlmum +O+H .i-O+L+H -+O+lr<f1 +O+S+H +0-t-0.750Lr-+-0.750L+H +0-t-0.750L-t-0.750S-+-H +0-+-0.60W+H +O-t-0.70E+H Span 1 = = = 0.81 S 1 6x12 1,346.64psi 1,652.28psl +D+Lr+H Maximum Shear Stress Ratio Section used for this span 7.500ft Span# 1 0.175 in Ratio = 0.000 in Ratio= 0.497 in Ratio= 0.000 in Ratio= Max.•.• Deft Location in Span 0.4969 7.555 Load Combination Location of maximum on span Span# where maximum occurs 1030>:360 0<360 362>=240 0<240 load Combination Support notation : Far left Is #1 Support 1 Support 2 --3.62'1.! ___ -"3.628. 0.300 0.300 2.353 2.353 2.653 2.653 3.628 3.628 2353 2.353 3.534 3.534 2.578 2.578 2.353 2.353 2.353 2.353 = = ; :: : Design OK 0.355 : 1 6x12 75.36 psi 212.50 psi +D+Lr+H 14.069 ft Span# 1 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NC:CESSARY EOUIPMEN1 l'.~D MATERIALS SHALL BE AVAILABLE ON SITE TO FA.CILITATE RAPID INS-ALLA11CN CF cROSIDN AND SEDIMENT CON TROl BMPs Wf-cti RM, JS EMINE'JT 2 THE CWNER /CO~TRACTOR $',ALL RESTORE ALL ER◊S10~ CON1ROL DEVICES 10 WORKING ORDER TG THE SA TISF A'.:TIOI\ CF THc CllY INSf'ECIOR AFTER EACH RUN-OFF PROJ'~CING RAINF A~L 3 THE OWNER/CONTRACTOR S>-IAcl INSTALL AJDlllOI\A~ EROSION CONTROL MEASURES AS \MY BE REOUIRF[) 8Y lHf_ CliY INSPECTOR DUE TO 11,COMPL[~E GRADING OPERATIO'IS OR UNFORESEEN CIRCUMSTANCES 1'<1-IICf-MAY ~.RISE. 4 ALL REMOVABLE PROTECTIVE DEVICES SHAU. BE I~ PLACc AT THE ENO OF EACH WORKING DAY WHHI !HE f"lif:: (5) DAY RAIN PR08A81L:n FORECAST EXCEEDS rORT'" PECENT ( 40%). Sic T AND OTHER DEaRIS SHALL BE REMOVcD AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CON~AIN 3/4 INCH l,IIMMUM AGGREGATE 6. ADEQUATE EROSION AND SFDIMEtH CONTROL AND P[RIMETER PROTECTION 3EST MANAG[l.,IENT PR A'.:TiCE MEASURES MUST BE :NSTALL~LI ANO MAINTAINED. I. THE CITY INSPECTOR SHALL HA VE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONS~R-JCTION AS NE']1[D ro E'JSURE C().~PllANCE WI TH Cl TY s~oR,t WA FR QUAUTY REGULATIONS OWNER'S CERTIFICATE: I Ut\JERSTAND AND ACKNOl'liEDGf WAT i f.'UST: (I) iMPL[MENT BES" l,IANAGEMENT PRACTICES (B>IPS) DURING CONSlRUCTIO'l ACTIIATIES lO l~E MAXIMUM EXTENT PRAC"IU,BLE T'.l AVOID TH[ MOBILIZATION or POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WAlER TO CONSTRUCTION RE,ATED POLLUTANTS: ANO (2) ADHERE !0. AND r ALL T:ME$, CO,W, v WllH ~HI$ CITY APPROVED TIER 1 CONSTRUCT.ON Sw10PP TH:-?OUGHOUT THE OURAT,ON OF lHE CONSTRcC,ION ACP/ITI!::S UfiT!L THE CONSTRUCTION W()R~ IS CDM"LETE AND A'PllOVED BY lY':: CITY OF CARLSBAD. D E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Se<IITl8nl Conirol BMl's Wasta Mi.m81_ge;'n8nl end Maleriats PoDUlloo Convol BMP> Best Management Practice' (BMP) Description ➔ CI\SQ.A.0D5il1"'D0" ➔ I CCl'lstrudioo Actm1y G.-odiog/Soi! Di-sturb~ce ~ Trer1chln,q/E:xcovolion Slockpilin□ rDri!liria/Bcri"'1c Cor;crete ~lotwork Pavini::i Conduit /Piae lnslall□liori t"Stucco/~ortar Work ti Waste Disoosol Stonin,r; /lov Oowai Areo . HozordoJs Substonoe Use/Storooe , De:wcter irio l Site Atce:ss Ac~os':i Dirt 1 Dlher II sl): l.nsiruc:~ions: ! I!,; ::, g' "' ~ "' ., ~ ~ ~ ~ 0 ., £ "' T " "' L., C 0 "' "'~ .. <n L ~II) 0 c,~ iS 0 ~ _;;c L --::-·a ~ CL ~ ~C> "' I -j l"'i' ...... I, I I ti ~q ~ ~ : ., I t)-l 0 I t!j I fl" °' I f" I 1. Ch.;!ck tne box to the ;efl of oll opp11cable consfrucltor: odivity (firs: column) expected to occur durin~ tonstr,..idion i I Co z r-- J, z "" J, z I 2 Lo:::.:cfed -olon9 ~he ~-Op of the BMP T~ble is ci ri:s1 _of ~M;:::,'s wl1h_ •··s corresponding Cai:fornio SLormwo!er _Duo1ily Associoton {CAS:)A) desi-grioticn :"l:.irnber. Choosi:: or-e □ .. rn-ore BlwlPs y-JU 111!end lo use duflng co!lslruc~rOI" tror~' the lls:. Che1:k the bo:r: where the chose-n oetI~·ty row 1rtlersec:-s w1tl1 the BJ.JP column. Refer 1c;i lh1;1 CA.SOil constructicr. hondbook for-ir-fcrmation arrd ds:oi s of the chosen BMP:s anc how ro-oppJy t!l1:m to lt-.e project SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE" ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. Construction Threat lo Storm Water Ouc::lity (Chee, Box) i ! ...... i I Poge 1 of 1 □MEDIUM ~ c____ _______________ _, REV 02/16 I