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Home My WebLink About2166 VISTA LA NISA; ; CBR2020-3055; PermitPERMIT REPORT Residential Permit Print Date: 10/06/2021 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: 2166 VISTA LA NISA, BLDG-Residential 2552621700 $9,243.44 CARLSBAD, CA 92009-9342 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: SACKS: 95 SF SWIM EX INGROUND POOL// 213 SF DECK Applicant: Property Owner: GERG SACKS SHARIE PEREZ 1185 VIA BUENA VISTA SAN MARCOS, CA 92078-5186 (760) 846-4611 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) 2166 VISTA LA NISA CARLSBAD, CA 92009 ELECTRICAL 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 Pool Total Fees: $588.63 Total Payments To Date: $588.63 {city of Carlsbad Permit No: CBR2020-3055 Status: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Balance Due: Closed -Finaled 11/23/2020 01/05/2021 10/06/2021 PBurn 09/29/2021 AMOUNT $114.96 $80.47 $41.00 $49.00 $1.00 $1.20 $246.00 $55.00 $0.00 Please take NOTICE that approval of your project includes the 11lmposition" 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 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov i ~ c:ity of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 PC Deposit Date Job Address 1J (_,,(, \/1 £"TA-Vt-~J I SA-Suite:. ____ .APN: 'l 'SG-2 f,t-I '1-Dn CT/Project #: ________________ Lot #: ____ Vear Built: _ _._I ..,j_j._'\.._ ___ _ Fire Sprinklers: QvEs0No Air Conditioning:Q YES @'No Electrical Panel Upgrade: QvEs@"No BRIEF DESCRIPTION OF WORK: fN <;;,Al-L S vltt-1 6c, rt-1 (-,[lft1,dl) Poc-1---:: ldttH: ,) U,P Po\H l/; /I I(, Lll'f:::__ AN IJ __ _CoNS:./)ll\(''f r1A.s 1·H(l'( VAULT fnv 160k Additionel---Living SF, __ -,.-Deck SF, bl 3 Patio SF,,,,.... ___ Garage SF __ _ Is this to create an Accessory Dwelling Unit? Ov @N New Fireplace? Ov (,lf N, if yes how many? __ ORemodel: _____ SF of affected area Is the area a conversion or change of use? Ov ON ~ool/Spa: g S SF Additional Gas or Electrical Features? ___________ _ osolar: ___ .KW,, ___ Modules, Mounted:ORoofOGround, Tilt:OvO N, RMA: Ov ON, Batterv:Ov ON, Panel Upgrade: Ov ON D ,Jeroof: ______ .....,,, __________________________ _ [iZf Plumblng/Mechanical€ctricaJ) BO At n✓ --L k I/ Ir f fr, /l li,cll-U.t CJ [7 ! q L-- 0 Only: Other: t-6?) I Pl '\t Pf 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 os the Applicant below will be the main paint of contact throughout the permit process. PROPERTY OWNER APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT Name: ,S i--{.-.,r \ <'< ~e./1"£ Name: a SE Ca ~A ( ~ ,-- Address: ______________ ----/Address: Obi: \/IA-0ut >It) V1•.-iA APPLICANT City:, _______ .State:. ___ .Zip:____ City: CAu , IA 11( D '.i State: (' J: Zip: 12 r-' I[, Phone: Phone: (!fro) f:::4-ie -4 <c I 1 Email: ________________ Email: _j Sock "i @ V-Qe!c\ ICllnne t · ,-, 'rJ DESIGN PROFESSIONAL APPLICANT O CONTRACTOR OF RECORD APPLICANT 0 Name: ________________ Name: _________________ _ Address: Address: ________________ _ City: _______ state: ___ .Zip:. ____ City:. _______ .State:. ___ .Zip: _____ _ Phone: Phone: _________________ _ Email: _______________ _ Email: _________________ _ Architect State License: __________ _ State License/class: _____ B.us. License: ___ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 REV. 08120 ~NTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION..A): LICENSED CONTRACTOR DECLARATION: ' I hereby affirm-Wl(f_er penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000/ of Division 3 of the Business and Prof,l._sions Code, and my license is in full force and effect I also affirm under penalty of perjury one of the following declarations: · ', .. 01 have and will maintain a certificate of consenl: 1:ltself: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. _____ ~--------------------------------- 0 I 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: lnsuranceContpany Name: ____________________ _ Policy No. ____________________________ Expiration Date: _______________ _ 0 Certificate of Exemption: I certify that in the performance of thE! work for which this permit is issued, I shaft not employ any person in any manner so as to become subject to the workers' compensation Laws of C..lrfornia. WARNING: Failure to secure workers compensation coverap 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 PRINT: _________ SIGN:. _________ DATE: (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License law for the following reason: DI, 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 appty 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). ~s 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). 01 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: ~ner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. ~Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner's behalf. By my signature below I acknowledge that, except for my personal residence in which 1 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. f understand that a copy of the applicable low, Section 7044 of the Business and Professions Code, is available upon request when this applicatjon is submitted or at the following Web site: http://www.leginfo.co.gov/calow.html. \ ' . l .. _J-.c.... . ....:..:..' ..,_· .;::.·:;../_ . ...:....' __ DATE·._li~I_·_ ', ___ _ ~ OWNER PRINT: 1_··_.., ""-'-'. ,_.._, ·_·1 ... ,_·.._, ____ _ SIGN: ,. 1 r I I ; r ,_. . , · ,_::, { IIP_PLICANT 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 to act an the property owner or contractors behalf J certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. f agree to comply with all City ordinances and State laws relating to building construction. f hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SA VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITTES, 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. j r APPLICANT PRINT:___,C::a.J-'-"flf/4=""J....;r=A'-'-'-c ""k""':;,'--_ SIGN: _ .... .1,.~.i.:,(i..>l .... k'-' _1..,_/-"'tc""hc.a.._·· _ DATE: 1/ c. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-SSSS 2 REV 08120 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2020-3055) Permit Type: BLDG-Residential Application Date: 11/23/2020 Owner: SHARIE PEREZ Work Class: Pool Issue Date: 01/05/2021 Subdivision: CARLSBAD TCT#BB-03-02 UNIT#02 Status: Closed -Finaled Expiration Date: 10/18/2021 Address: 2166 VISTA LA NISA IVR Number: 30126 CARLSBAD, CA 92009-9342 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 01/20/2021 01/20/2021 BLDG-SW-Pre-Con 148604-2021 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes NOTES Created By TEXT Created Date Paul Burnette Video inspection 01/20/2021 02/11/2021 02/11/2021 BLDG-11 150427-2021 Passed Paul Burnette Complete Foundatlon/Ftg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/18/2021 02/18/2021 BLDG-66 Grout 150749-2021 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/20/2021 04120/2021 BLDG-52 Pool Plumbing 155315-2021 Passed Tim Kersch Complete BLDG-53 155316-2021 Passed Tim Kersch Complete Elec/Condult/Wlrlng{Po ols) 09/29/2021 09/29/2021 BLDG-Final Inspection 167515-2021 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, September 29, 2021 Page 1 of 1 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT ANO I.IA !ERIALS SHALL BE AVAILABtf ON SITE TO FAOLITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTRCl. BMPs 'M-IEN RAIN JS EMINENT. 2. THE OWNER/CON1R,'.CTOR SHALL RESTORE ALL EROSION COITROL DEVICES TO WORl<ING ORDER TO THE SATISfACTI~ OF THE aTY lNSP£CTOO AFTER EACH RUN-OFF PROOUONG RAINFALL 3. THE ov.t-lER/CONTRACTOR SHALL INSTALL ADDITIONAL EROStON COOTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERAllONS OR UNFORESEEN CIRCUMSTANCES ~ICH MAY ARISE. 4. Af.L REMOVABLf PROTtCTIVE DEVICES SHAll Bf IN Pl.AC£ AT 1li£ END Df EACH WORK"'G DAY "'1EN ll<E FlVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 4-0X). SILT I\N0 OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5. All GRA'VEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALL£0 AND MAINTAINED. 7. TI-if QTY INSPECTOR SHALL HAVE THE AUTH~TY TO Al T£R THIS PLAN DURING ~ BEFORE CONSlRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. _OWh'ER'S CERTIRCA Th I UNDERSTAND AND ACKNOWLEDGE TI-IAT I MUST: (1) IMPLEMENT BE:ST MANAGEM£NT PRACTICES (BWPS) DURING CONSTRUCTION ACT1'¥1TIES TO THE M-'XIMUl,I EXTENT PRACTICABLE TO AWD lHE t.KJBIUV.TIQ,I OF POLWTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO COOSlRUCTION RELATED POLLUTANTS: AND (2) ADHERE TO, AND AT All 'IMES. COMf'l Y WlH ll,IS QTY APPRO\'ED TIER I CONSTRUCTl<:J,1 SVIPf>P THRQUGliOUT THE DURATION OF TI,£ CONSlRUCTION ACTIIATIES UNTIL TI-iE CONSTRUCTION llORK !S COMPLETE ANO APPRO\'tD SY THE CITY Of CARLS1AD. 6 fl,t? C, (A r _v 7 O..cRW'"'S •~AME (PRIND le,'\, '-J'.t ' t-<.A..-- OWNEi1{s: ' 1-'E-29 C.) NAliEfsiGNAlURE} , I.&. f i1 .Lfut-+ STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 CB 11: h,? z.o-s,-,5'3 SW BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best--· (BMP) Oesaiption ➔ CASQA-➔ -odln Disturbance Trench «M1t!on ~a Drffll'I, .concme/Aepholt Sowcuttlng Concrete Ratw«k ..... Contll!t lnstallotlan Stucco ortcr-WOl"k Wcii,_~Olspo,al St~/Lay Down Area Equipment MarJtenCll"lce a,d foell;;- H<ms-dout Substance UufSt, Oewat«lnq ,Site Access A, Oi-t """""""' .... 13 " ~. '"E ... . I {i ;J: 1 ~ j ~, i J ~.g l .!ill ~ ~ ;:; ' ' z f.l u w w w -""""'- ~ • l E .. ... t 5 :. i i ~ ,. I !E ~ 05 M l 1 § If "~ ~ E l ~ i jlt -"' D ill a . • '" J! " !1-JI ~~ -n • ~ ~ ~ = 0 ' ' ' ' ' ' ' ' 1)1 1)1 1)1 ill 1)1 1)1 1)1 1)1 ,_ """'""' jl.!i t: ;;; .5 .5 • 5 • ,LA i i ~ !!~ ;l!i -fJI B if"' iii£ t,:& l N ' I" ----j - .!i r~r t 1 s "-1 ~ l! .§:s,lll _y~.!i! a ii I I !1 ~ >□ ;J;1i1~1i z z z: z w.. ~ i,nd MitilllW& -"""'""" -a i ,:, • I-• i j il • ~ I j -.-ll-j-=-I 1,i .. i u if 11 i ~" ll~ i~ ii -.! 1 al> 32 6 ij !Jg ::i;;; j ;;; ot-S ~:li :!::::I" .§:i ' N n • ~ ~ = 1 t ' ' ' ' I i I I ii -;-7 , " V w.-::::Iij.Q Instructions: 1. Oiecic: the box to the 111ft of all applicable construction a1:thity {fnt column) expected lo occur during COMtructlon. 2. l.Dcated along the top of the BMP Table 1:s a list of BMP·s with It's correoondir,g Collfomia Stormwater QQality M90ciation (CASQA) Oll9ignation number. Choose one or more ~s :,ou intend to use during construction from the rist. Cheek the bo,r wh.-e the chosen acU'lity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for infomu:ltion and details of the ch09Ml BMP1:I o,d how ta apply them to the projsct. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROS/ON CONTROL PlAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. -,----w ::, (l ::, I rt Ol ..... 'O ..... 0 0 i:: t; (1) rl-0"(1) !~ .... u. Poge 1 of 1 PROJECT INFORMATION , s.,, ""''-2.1 w 'vt $7~ L" ~11::,.. ,.,..,,,,, ,~,• Numboc 2SS Z{,,2 I 7W Emergency Cont~ -~-r-r N,m. ~:JOfLb Act, """"''~(;{1,0) /Q41c::41,,// CooatrueUon Threat ta Storm Water Quality (Cti«k Bo,r) 0 MEDIUM i,r<o". REV 02/16 t_ City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM 8-61 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address _.<::eJ.-:...:\,._,_/'-'r /.:_, __,\CL.j l'--=S::_1'-'-A-'---'-[2.A_,_-l-b:...11-"1 ~.._< :....:AL------------- The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verificati9n form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested permit activities. r, I. _\_1 understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ' II. _1_1 understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed contractor to assume this responsibility. ' Ill. _'_I understand as an "Owner Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own. IV. _· ·_1 understand contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. V. __ I understand if I employ or otherwise engage any persons, other than California licensed contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 1 REV. 08/20 Owne'r-Builder Acknowledgement Continued VI. _·;_· _I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. VII. /, '-'-'--I understand under California Contractors' State license Law, an Owner Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building contractor. VIII. ---'----I understand as an Owner Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent construction defects in the workmanship or materials. IX. ~ I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State license Board (CSLB) at 1-800-321 CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. / -X. _·_1 am aware of and consent to an Owner Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: 2J~{, \/1~-rA--IA ~l1:,4 1 CAtit-::.r✓A,u,CA ,,..tzao( XI. ( ,-, ..::'...l_l agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. XII. l1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractor's State license Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I declare under penalty of perjury that I have read and understand all of the information provided on this form and that my responses, including my authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and/ hove either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel, /'"' \ ' ' ,... • .I. -~-__,~V_/~\~l_, 1~t \ f , Property Owner Name (PRINT) 2 REV. 08/20 \..._ City of Carlsbad OWNERS AUTHORIZED AGENT FORM 8-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'S AUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the· property owner only when designating an agent ta apply for a construct/on permit an his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, 1 hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. / Scope of Construction Project (or Description of Work): _:i+=..,\c.;::..-,L,N'--"-..,L""'-'---'--=·--w=-'-''-~,:\..J...>l::f-.c._:,._LB.!..r..:v_·,_,,L-==--- Project Location or Address: __ L_· _l_(,-_(...'-_,,_\/~1-'s_,C-'A-'-'--'LA'--'---'--'-f-'l-'1-'~C'--A .... ·· ___________ _ ( Name of Authorized Agent: ----'["'•_,._j .,__l,_,lt~L1..1L~~=->-'-C.....r=.Kc....~,._-______ Tel No. (1&,r)J [ttft-4 (, J / Address of Authorized Agent: I \ 0'.';; ✓) A [:;1 J f: J J µ. Yi~ -, A SA. f..l t ·[A )J C n<; 1 Cl:} ,-[ Ir,' IF, I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. \; \' I. j /) \\ !I, /10 K. Property Owner's Signature: •-.-~+'-I-'-...;.....:·~·(,_._-._-_'...1..1 -7',''-)-;f:...· _______ Date: , ";-J,. • ., -. I I I I I ...... : ---------l ·----I SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 __, ""'\,< L ! ! ! ! I l I • I I I ,· t;-, --+:-Vi ! I, ' t--I ><" JOB-£2----'t-=-b-=-(p---'~:..:..::is::...L.Om'---'----=:.Lltt-'---'-N.L..:.1-=?A~--- SHEET NO.---'---,,-------OF----r---- CALCULATED BY--L-~-----DATE_:..:.IJ-1-7--'~~l--'--z.C>::..=._ CHECKED BY-----,.L.---DATE------lt,, )f.~. I', o "Z<>-os'2. SCALE f'v --·f : >o t / 1..5 ~, /Yi,,~ ~'--L.11~ 1 1)✓-?;).L~Oh"--+~l--+--+--l--l-----i-------l----l'--+---I 1 1 I 1,. / -1 ! i • i j i i i • 1., I I I I I l!IOcu:I 2114-1 /-/ Ill<.. -. -0147l - STRUCTURAL DESIGN TABLE 1610.1 LATERAL SOIL LOAD DESIGN LATERAL SOIL LOAD" DESCRIPTION OF BACKFILL MATERIALc UNIFIED SOIL (pound per square foot per foot of depth) CLASSIFICATION Active pressure At-rest pressure Well-graded, clean gravels; gravel-sand mixes GW 30 60 Poorly graded clean gravels; gravel-sand mixes GP 30 60 Silty gravels, poorly graded gravel-sand mixes GM 40 60 Clayey gravels, poorly graded gravel-and-clay mixes GC 45 60 Well-graded, clean sands; gravelly sand mixes SW 30 60 Poorly graded clean sands; sand-gravel mixes SP 30 60 Silty sands, poorly graded sand-silt mixes SM 45 60 ~ Sand-silt clay mix with plastic fines SM-SC 45 ~ 100 Clayey sands, poorly graded sand-clay mixes SC 60 100 Inorganic silts and clayey silts ML 45 100 Mixture of inorganic silt and clay ML-CL 60 100 Inorganic clays of low to medium plasticity CL 60 100 Organic silts and silt clays, low plasticity OL Noteb Noteb Inorganic clayey silts, elastic silts MH Note b Note b Inorganic clays of high plasticity CH Note b Noteb Organic clays and silty clays OH Note b Noteb For SI: I pound per square foot per foot of depth= 0.157 kPa/m, 1 foot= 304.8 mm. a. Design lateral soil loads are given for moist conditions for the specified soils at their optimum densities. Actual field conditions shall govern. Submerged or saturated soil pressures shall include the weight of the buoyant soil plus the hydrostatic loads. b. Unsuitable as backfill material. c. The definition and classification of soil materials shall be in accordance wi!h ASTM D2487. tion of water on the roof above that elevation. Such roofs shall be designed to sustain the load of rainwater that will accumu- late on them to the elevation of the secondary drainage system plus the unifonn load caused by water that rises above the inlet of the secondary drainage system at its design flow detennined from Section 1611.1. Such roofs shall be checked for ponding instability in accordance with Section 1611.2. SECTION 1612 FLOOD LOADS 1612.1 General. Within flood hazard areas as established in Section 1612.3, all new construction of buildings, structures and portions of buildings and structures, including substantial improvement and restoration of substantial damage to buildings and structures, shall be designed and constructed to resist the effects of flood hazards and flood loads. For buildings that are located in more than one flood hazard area, the provisions asso- ciated with the most restrictive flood hazard area shall apply. 1612.2 Design and construction. The design and construc- tion of buildings and structures located in flood hazard areas, including coastal high hazard areas and coastal A zones, shall be in accordance with Chapter 5 of ASCE 7 and ASCE 24. 1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the applicable governing authority shall adopt a flood hazard map and supporting data. The flood haz- ard map shall include, at a minimum, areas of special flood hazard as identified by the Federal Emergency Management 2019 CALIFORNIA BUILDING CODE Agency in an engineering report entitled "The Flood Insu~- ance Study for [INSERT NAME OF JURISDICTION]," dated [INSERT DATE OF ISSUANCE], as amended or revised with the accompanying Flood Insurance Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and related supporting data along with any revisions thereto. The adopted flood haz- ard map and supporting data arc hereby adopted by reference and declared to be part of this section. Exception: {OSHPD IR, 2 & SJ The flood hawrd map J J shall include, at a minimum, areas of special flood hazard as identified by the Federal Emergency Management Agency's Flood Insurance Study (FIS) adopted by the local authority having jurisdiction where the project is located. 1612.3.1 Design flood elevations. Where design flood elevations are not included in the flood hazard areas estab- lished in Section 1612.3, or where floodways are not des- ignated, the building official is authorized to require the applicant to do one of the following: I. Obtain and reasonably utilize any design flood ele- vation and floodway data availahle from a federal, state or other source. 2. Determine the design flood elevation or floodway in accordance with accepted hydrologic and hydraulic engineering practices used to define special flood hazard areas. Determinations shall be undertaken by a registered design professional who shaU document that the technical methods used reflect currently accepted engineering practice. 27 1805.3.3 Joints and penetrations. Joints in walls and floors, joints between the wall and floor and penetrations of the wall and floor shall be made water tight utilizing approved methods and materials. 1805.4 Subsoil drainage system. Where a hydrostatic pres- sure condition does not exist, dampproofing shall be provided and a base shall be installed under the floor and a drain installed around the foundation perimeter. A subsoil drainage system designed and constructed in accordance with Section 1805.1.3 shall be deemed adequate for lowering the ground- water table. 1805.4.1 Floor base course. Floors of basements, except as provided for in Section 1805.1.1, shall be placed over a floor base course not less than 4 inches (l 02 mm) in thick- ness that consists of gravel or crushed stone containing not more than 10 percent of material that passes through a No. 4 (4.75 mm) sieve. Exceptioru: J. Where a site is located in well-drained gravel or sand/gravel mixture soils, a floor base course is not required. 2. [HCD l] When a capillary break is installed in accordance with the California Green Building Standards Code (CALGreen), Chapter 4, Divi- sion 4.5. 1805.4.2 Foundation drain. A drain shall be placed around the perimeter of a foundation that consists of gravel or crushed stone containing not more than IO-percent material that passes through a No. 4 ( 4.75 mm) sieve. The drain shall extend not less than 12 inches (305 mm) beyond the outside edge of the footing. The thickness shall be such that the bot- tom of the drain is not higher than the bottom of the base under the floor, and that the top of the drain is not less than 6 inches (152 mm) above the top of the footing. The top of the drain shall be covered with an approved filter membrane material. Where a drain tile or perforated pipe is used, the invert of the pipe or tile shall not be higher than the floor elevation. The top of joints or the top of perforations shall be protected with an approved filter membrane material. The pipe or tile shall be placed on not less than 2 inches (51 SOILS AND FOUNDATIONS mm) of gravel or crushed stone complying with Section 1805.4.1, and shall be covered with not less than 6 inches (152 mm) of the same material. 1805.4.3 Drainage discharge. The floor base and founda- tion perimeter drain shall discharge by gravity or mechan- ical means into an approved drainage system that complies with the California Plumbing Code. Exception: Where a site is located in well-drained gravel or sand/gravel mixture soils, a dedicated drain- age system is not required. SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS 1806.1 Load combinations. The presumptive load-bearing values provided in Table 1806.2 shall be used with the allow- able stress design load combinations specified in Section 1605.3. The values of vertical foundation pressure and lateral bearing pressure given in Table 1806.2 shall be permitted to be increased by one-third where used with the alternative basic load combinations of Section 1605.3.2 that include wind or earthquake loads. 1806.2 Presumptive load-bearing values. The load-bearing values used in design for supporting soils near the surface shall not exceed the values specified in Table 1806.2 unless data to substantiate the use of higher values arc submitted and approved. Where the building official has reason to doubt the classification, strength or compressibility of the soil, the requirements of Section 1803.5.2 shall be satisfied. Presumptive load-bearing values shall apply to materials with similar physical characteristics and dispositions. Mud, organic silt, organic clays, peat or unprepared fill shall not be assumed to have a presumptive load-bearing capacity unless data to substantiate the use of such a value are submitted. Exception: A presumptive load-bearing capacity shall be permitted to be used where the building official deems the load-bearing capacity of mud, organic silt or unprepared fill is adequate for the support of lightweight or temporary structures. TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES VERTICAL FOUNDATION LATERAL BEARING LATERAL SLIDING RESISTANCE CLASS OF~MATERIALS PRESSURE {psi) PRESSURE Coefficient of friction• Cohesion (psf)b (psf/ft below natural grade) I. Crystalline bedrock 12,000 1,200 0.70 - 2. Sedimentary and foliated rock 4,000 400 0.35 - 3. Sandy gravel and gravel (GW and GP) 3,000 200 0.35 - 4. Sand, silty sand, clayey sand, silty gravel 0.25 and clayey gravel (SW, SP, SM, SC, GM 2,000 150 - and GC) 5. Clay, sandy clay, silty clay, clayey silt, silt 1,500 100 -130 and sandy silt (CL, ML. MH and CH) Fors!: I ouna er uare root= 0.047'JIC.Pa, l OU d rs uare foot p psq p peg pe r toot= .D7 kPa/m. a. Coefficient to be multiplied by the dead load. b. Cohesion value.to be multiplied by the contact area. as limited by Section 1806.3.2. 2019 CALIFORNIA BUILDING CODE 149 Project Name/Number: 20-052 Jayne Title Swill'} Pool Page: 1 Use menu Item Settings> Printing & Title Block to set these five lines of information Dsgnr: RDS Description .. Date: 3 NOV 2020 for your program. 10" Cmu This Wall in File: c;\users\bob\documents\retainpro 10 project files\20-052 jaynes.RPX AeialnPro icj 1987-261§, Build 11.26.03.31 Lloens,, Kw-00001201 Cantilevered Retaining Wall License To : ROBERT SOWARDS Code: CBC 2019,ACI 318-14,TMS 402-16 Criteria Soil Data Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel 5.67ft 0.00 ft 0.00 6.00 in 0.0 ft Allow Soil Bearing 1,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure 45.0 psf/ft Passive Pressure Soil Density, Heel Soil Density, Toe FootingllSoil Friction Soil height to ignore for passive pressure 250.0 psf/ft 110.00 pcf 0.00 pcf 0.150 12.00 in l?'~J;:,rw~~~~2:1_½~~:~ -:~---.: ., • ..,I,_ ________ _ ..,I s.u.•.c•h•a,.rg""e•L•o•a•d•s------• I Lateral Load Applied to Stem Surcharge Over Heel 0.0 psf I I Adjacent Footing Load Adjacent Footing Load Footing Width 0.0 lbs 0.00ft. 0.00 in 0.00 ft Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 Used for Sliding & Overturning I Axial Load Applied to Stem • Axial Dead Load 0.0 lbs Axial Live Load 0.0 lbs Axial Load Eccentricity 0.0 in I Design Summary • Wall Stability Ratios Overturning 3.56 OK Slab Resists All Sliding ! Total Bearing Load ... resultant ecc. 1,534 lbs 0.68 in Soil Pressure @ Toe 230 psf OK Soil Pressure @ Heel 209 psf OK Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 322 psf ACI Factored @ Heel 292 psf Footing Shear@ Toe Footing Shear@ Heel Allowable Sliding Cales Lateral Sliding Force 5.5 psi OK 1.1 psi OK 75.0 psi 951.3 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Lateral Load ... Height to Toi:; .. Height to Bottom Load Type Wind on Exposed Stem = (Service Level) 0.0 #!ft 0.00 ft 0.00 ft Wind (W) (Service Level) 0.0 psf Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Walt Poisson's Ratio = Line Load 0.0 ft 0.300 Stem Construction • -=B~o=tt=o=m'-------------------- -Stem OK Design Height Above Ftf Wall Material Above "Ht" Design Method Thickness Rebar Size Rebar Spacing Rebar Placed at ft= 0.00 Masonry ASD 10.00 # 5 16.00 Center Design Data -------------------------- fb/FB + fa/Fa Total Force@ Section Service Level Strength Level Moment. ... Actual Service Level Strength Level Moment .... Allowable Shear ..... Actual Service Level Strength Level Shear .... Allowable Anet (Masonry) Rebar Depth 'd' lbs= lbs= ft-#= ft-#= psi= psi= psi= in2 = in= 0.961 723.1 1,366.4 1,435.4 6.3 32.3 115.50 4.75 Masonry Data -----------------~---~~~~~-+--NO 5f.rc<A'L-I Ill Sf fm Fs Solid Grouting Modular Ratio 'n' Wall Weight psi= 750 psi= 20,000 Yes 42.96 psf= 98.0 Load Factors _____________ _ Short Term Factor Equiv. Solid Thiele Masonry Block Type Masonry Design Method 1.000 Building Code Dead Load Live Load Earth, H w1na, w Seismic, E CBC 2019,ACI 1.200 1.600 1.600 1.000 1.000 in= 9.60 Medium Weight = ASD Concrete Data --------------------------- re Fy psi= psi= Use menu Item Settings> Printing & Title Block to set these five lines of lnfonnatton for your program. Project Name/Number: 20~52 jayne Title Swim Pool Dsgnr: RDS Description ... 10" emu This Wall in File: c:\users\bob\documents\retainpro 10 project files\20-052 jaynes.RPX Page: 2 Date: 3 NOV 2020 ReiainPro (c) 1§87~201§, 8u1ia 11.20.03.31 License : KW-06057201 License To : ROBERT SOWARDS Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 / Footing Data Toe Width Heel Width Total Fooling Width Footing Thickness Key Width Key Depth Key Distance from Toe = = fc = 2,500 psi Fy = Footing Concrete Density 6.00 ft 1.00 7.00 10.00 in 12.00 in 0.00 in 2.00 ft 60,000 psi 150.00pcf 0.0018 i Footing Design Results i Factored Pressure Mu': Upward Mu' : Downward Mu: Design Actual 1 ~Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Footing Torsion, Tu Toe Heel 322 292 psi = 67,662 4 ft-# 49,896 44 ft-# 1,480 40 ft-# 5.46 1.12 psi 75.00 75.00 psi # 5@ 16.00 in = # 5@ 16.00 in = None Spec'd Min. As% Cover@Top 2.00 @ Btm.; 3.00 in Footing Allow. Torsion, phi Tu = 0.00 ft-lbs 0.00 ft-lbs Summa Item HL Act Pres (ab water tbl) HL Act Pres (be water tbl) Hydrostatic Force Buoyant Force Surcharge over Heel Surcharge Over Toe Adjacent Footing Load Added lateral Load Load @ Stem Above Soil = Total Resisting/Overturning Ratio If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: #4@ 1111 in, #5@ 17.22 in, #6@ 24.44 in, #7@ 33.33 in, #8@43.88 in, #9@ 5 Heel: #4@ 11.11 in, #5@ 17.22 in, #6@ 24.44 in, #7@ 33.33 in, #8@ 43.88 in, #9@ 5 Key: No key defined Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: #4@ 11.11 in #5@ 17.22 in #6@24.44 in 1.51 in2 0.22 in2 1ft If two layers of horizontal bars: #4@ 22.22 in #5@ 34.44 in #6@48.89in Forces & Moments ..... OVERTURNING ..... Force Distance Moment lbs ft ft-# 951.3 2.17 2,061.9 951.3 0.T.M. = 2,061.9 Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) Watre Table Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load = Axial Dead Load on Stem= * Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) = Earth@ Stem Transitions= Footing Weigh1 Key Weight Vert. Component ..... RESISTING ..... Force Distance Moment lbs ft ft-# 103.9 555.6 875.0 6.92 6.92 3.00 6.42 3.50 2.50 718.9 718.9 3,564.9 3,062.5 Vertical Loads used for Soil Pressure= 3.56 1,534.5 lbs Total= 1,534.5 lbs R.M.= 7,346.2 Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. "Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Use menu Item Settings > Printing & Title Block to set these five lines of infonnation for your program. Project Name/Number: 20..052 Jayne Title Swi~ Pool Dsgnr: RDS Description .... 10" Cmu This Wall in File: c:\users\bob\documents\retainpro 1 O project files\20-052 jaynes.RPX Page: 3 Date: 3 NOV 2020 RetalnPro (c) 198f.Z019, Build 11.20.03.!1 License, KW-0&0s1201 Cantilevered Retaining Wall License To: ROBERT SOWARDS Code: CBC 2019,ACI 318-14,TMS 402-16 Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Defl @ Top of Wall (approximate only) 250.0 pci 0.005 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe because the wall would then tend to rotate into the retained soil. 10· w/ #5@ 16" Solid Grout I 6"-L. _____ _J #5@16.ITT @Toe @Heel T Restrain ~ • ---1.. ____________ _:_ __ _:'./ --r 6'-0" 7'-0" 5'-8" 2· 3" Restrarn1l'---------------''-----------' 951# ... Ill a. 0 IQ 0) N N iii g ■ Hydrostatic Force (!) ~N-■ Lateral earth pressure due to the soil BELOW water table Use menu item Settings > Printing & Title Block to set these five lines of information for your program. Project Name/Number : 20-052 jayne Title Swill') pool with decking Dsgnr: RDS Description .... 10" CMU This Wall in File: c:\users\bob\documents\retainpro 10 project fiies\20-052 jaynes.RPX ReiamPro (c) 1987-2019, Build 11.20.63.31 Page : 1 Date: 3 NOV 2020 License : KW-06057201 Restrained Retaining Wall License To: ROBERT SOWARDS Code: CBC 2019,ACI 318-14,TMS 402-16 Criteria Retained Height 5.70 ft Wall height above soil 0.00ft Total Wall Height = 5.70ft Top Support Height = 5.70 ft Slope Behind Wal 0.00 Height of Soil over Toe 6.00 in Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method At-Rest Heel Pressure = 100.0 psf/ft Passive Pressure Soil Density Footingl!Soil Frictior Soil height to ignore for passive pressure 250.0 psflft 110.00 pcf 0.150 12.00 in Thumbnail .._,I S■u■r■c■ha■rllig■e■L■o■a■ds--------■-· I Uniform Lateral Load Applied to Stem I I Adjacent Footing Load Surcharge Over Heel = 0.0 psf »>Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity 0.0 lbs 0.0 lbs o.o in • Lateral Load ... Height to Toi: ... Height to Bottorr = Load Type Wind on Exposed Stem = 0.0 #/ft 0.00 ft 0.00 ft Wind (W) (::itrengtn Level) 0.0 psf Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 0.0 psf • I Earth Pressure Seismic Load • Kh Soil Density Multiplier = 0.200 g Added seismic per unit area ,... ...,~_-_■_■_■_■_■_■_■_■_■_■_■_■_■_■_■_■_■_■_■_•~---■_-_ ... ____ ,------------------------------... I Design Summary -Masonry Stem Construction I Total Bearing Load 1,890 lbs Thickness 10.00 in fm ... resultant ecc. 11.57 in Wall Weight = 98.0 psf Fs Stem is FREE to rotate at top of footing Block Type = Medium Weight Soil Pressure@ Toe = 47 psf OK Soil Pressure @ Heel = 493 psf OK 750 psi 20,000 psi Allowable 1,500 psf Soil Pressure Less Than Allowable Design Method = ASD Solid Grouted @Top Support ACI Factored @ Toe 56 psf ACI Factored @ Heel = 592 psf Footing Shear@ Toe Footing Shear@ Heel Allowable Reaction at Top Reaction at Bottom Sliding Cales Lateral Sliding Force 4.9 psi OK 0.6 psi OK 75.0 psi 540.5 lbs 1,606.4 lbs 1,606.4 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors ------------- Building Code Dead Load Live Load Earth, H Wind,W Seismic, E CBC 2019.ACI 1.200 1.600 1.600 1.000 1.000 Design Height Above Ft£ Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa Moment.. .. Actua Moment. .... Allowable Shear Force @ this height Anet = Shear ..... Actual Shear .... Allowable Stem OK 5.70 ft # 5 16.00 in Center 4.75 in 0.000 0.0 ft-# 1,435.4 ft-# 541.5 lbs 115.50 in2 4.69 psi 55.02 psi Short Term Factor = Equiv. Solid Thick.= n Ratio (Es/Em) 1.000 9.600in 42.963 Mmax Between Top& Base Stem OK 2.43 ft # 5 16.00 in Center 4.75 in 0.828 1,188.0 ft-# 1,435.4 ft-# @Base of Wall Stem OK 0.00 ft # 5 16.00 in Edge 7.25 in 0.000 0.0ft-# 2,455.4 ft-# 1,083.0 lbs 115.50 in2 9.38psi 55.02 psi Project Name/Number : 20-052 jayne Title Swim pool with decking Page : 2 Use menu Item Settings > Printing & Title Block to set these five lines of information Dsgnr: RDS Date: 3 NOV 2020 for your program. Description .... 10" CMU This Wall in File: c:\users\bob\documentslretainpro 10 project files\20..052 jaynes.RPX RetafnPro (c) 1987-2019, Buifd 11.20.03.31 License : KW--06057201 Restrained Retaining Wall License To : ROBERT SOWARDS Code: CBC 2019,ACI 318-14,TMS 402-16 I Footing Strengths & Dimensions Toe Width = Heel Width Total Footing Widtt = 6.00 ft 1.00 7.00 Footing Thickness 10.25 in Key Width 12.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density 150.00 pcf Min. As% = 0.0018 Cover@ Top = 2.00 in @ Btm.= 3.00 in • I Footing Design Results I ,--•--•--.. !2§1110---1111~eel Factored Pressure Mu': Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear = 56 592 psf 4,135 4,235 -100 4.89 75.00 62 ft-# 64 ft-# 2 ft-# 0.57 psi 75.00 psi Other Acceptable Sizes & Spacings: Toe:# 5@ 16.00 in -or-phiMn = phi'5'Iambda'sqrt(fc)'Sm Heel:# 5@ 16.00 in -or-phiMn = phi'5'Iambda'sqrt(fc)'Sm Key: Slab Resists Sliding -or-Slab Resists Sliding -No Force on Min footing T&S reinf Area 1.55 in2 Min footing T&S reinf Area per foot 0.22 in2 1ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 10.84 in #4@21.68 in #5@ 16.80 in #5@ 33.60 in #6@ 23.85 in #6@47.70 in I Summary of Forces on Footing : Slab RESISTS sliding, stem is PINNED at footing Forces acting on footing soll pressure (taking moments about front of footing to find eccentricity) Surcharge Over Heel lbs Axial Dead Load on Stem lbs Soil Over Toe = 330.0lbs Adjacent Footing Load = lbs Surcharge Over Toe = lbs Stem Weight 558.6Ibs Soil Over Heel = 104.5Ibs Footing Weight = 896.9Ibs Total Vertical Force 1,890.0lbs Net Mom. at Stem/Ftg Interface = Allow. Mom. @ Stem/Ftg Interface'"' Allow. Mom. Exceeds Applied Mom.? Therefore Uniform Soil Pressure = ft ft 3.00 ft ft ft 6.42 ft 6.92 ft 3.50 ft Moment = -1,821.8 ft-# 2,455.4 ft-# Yes 270.0 psf Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. ft-# ft-# 990.0ft-# ft-# ft-# 3,584.4 ft-# 722.8ft-# 3, 139.6ft-# 8,436.7ft-# Lateral Restraint 10"Masonry w/ #5 @ 16" 5'-8" 10· T • 3" #5@16" @Heel li--0" T--0" Lateral Restraint 540 47# Restrai ~ 2147# S\NIMEX ARCHITECTURAL GUIDELINES One-piece Residential CBR2020-3055 2166 VISTA LA NISA SACKS 95 SF SWIMEX INGROUND POOL// 213 SF DECK 2552621700 11/23/2020 CBR2020-3055 ARCHITECT INSTALLATION GUIDELINES FOR RESIDENTIAL INSTALLATIONS ONE PIECE UNITS General Layout □ Call SwimEx at 800-877-7946 to receive AutoCAo• Drawings of the Swim Ex model that you will be installing. These drawings can be placed directly int o your pool room layout and site drawings. □ Swim Ex pools are available in different versions to accommodate new or existing construction situations. □ One piece Models: Model 40005 and 500OS come standard in one piece. (No seams or additional assembly of pool sections are required) ❖ Provide a flat level surface for pool to sit on with a load-bearing capacity of 425 lbs./sq.ft.(2077 kg/sq.m) **Footprint of pool must be level, remainder of pit or area can be sloped to drain water. (One Piece Unit Standard holds 2,600 Gallons) ~Below ground installation requires a minimum pit of 12'(3657mm)wide by 20'(6096mm) long and 58"{1473mm) deep for 40005 and 50005 models. The pit side walls provide no structure for the pool; they are only retaining walls. Please note special pit drawings if ordering a Model 50005 with a deep well. □ Above ground installation requires a minimum ceiling height of 10'(3048mm) with no obstructions above the pool (Lights, vents, ducts, beams) **Check local building codes for minimum ceiling height and required decking area. □ Every Swim Ex comes standard with an entrance ladder. Based on the orientation of the pool within the room, the ladder needs to be placed in the optimum location. Please familiarize yourself with the Swim Ex orientation, and make sure that the order specifies whether the ladder should be on the right or left side. The ladder can be placed on either side of the unit for no charge, so long as the order indicates the location. {The entrance ladder is formed in the molding process, thus we must know the desired location at the time the order is placed.) ,;;:::___/..._______ LEFT SIDE m S w1MEx : 1 ISX480S ·--3'-7¾" DI I C B A ! i "' 4•..;· J!! ~ "' ! 1H" THRU H0t.E ACCESS FORAEAA SHUTOFFT\ll<NG 1 I 2 • 3 I 4 TOP VIEW REVISIONS I REV I I 11·~ DESCRtPTION I BY I APPR. I DAlE 19" ~ A 1r~ 6'-2j. &fl""· I I ,I~ r-,, : I RIGHT SIDE VIEW ,,_ (2"'-'CES) I 8"7 2'-3" ~·-~ 1¾· I I I I --.......,, TO SllEWAU. s·-10•:t .1-1· 2 • SWIMEX POOL #1797 CROSS-SECTION A-A s·-2J· •. :¾.I" •·-. Fr ~ ' ·~ 13•.?l· . I T I s• ,,1. ' -.! ----6-' 2~--.~~~~=====~-9-•--l r 1 ""4 I · 4 2· . •':! :-• . (1 1) OUT\ET '<TPVCI 1·-<>1· ~- LFllHQTABS "'-WATERF\DNQ,W,tHELS ""---FOAM PAO SwimEx Model 480S Pool Volume: 3,200 Gallons s·~· -1~ .-;r~·.~:-,~\~s:;11~1. ~·~:"'::,:-s1ll-!~~~-a:-~;.;1~~ LEYEl. ..,,..,. 1. THE T0LSWa: 0F ~ 112" 18 DOE TO lME C0MPA£SSl0N OF TIE f.OoW PAD&. 2. llE PADDlf'M£B. MOTOR IS ST-""IJARD ON TME. RtGHT HNI) SIDE, LEFT SOE IS P0Sl8LE F SPECFED AT lME n.E Of 0ROfR 1. WNXlW l.CX:ATION IS STANlNI) ON TME. RIOHT $t0E" OF POOl. LEFT SIDE IS P08818t..E tf SPEaFIED AT 11€ TIME Of ORDBl NO. PART NO. DESCRIPTION QTY PARTS UST MODEL 480S 11: m.. "<'°-~~•,:c~ ~ 1l1ll S'MMEX SYSTEMS, LLC I Ill SW/MEX, INC Pllll£i JC I .xx I m I Ma!S lKESS 01IEftlSE SPECHD: POOL MODEL 480S ±.1 I ±.o1 l±.110151 u-llolQNI) ura FIIHS "e' n 1• Ill. I IIEV AU. ~SIN ~~-.ol~.o30 A I SX480S A ---USED ON INCHES \..'I'../ '----I -NG£ PNIT J SX4l!OS [DR BY: D.E.N. ·-· .. NEXT ASSY APPLICATION IDAlE:9/21/911 2 3 4 ID C B A