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BWFE2019-014478-495 CALLE TAMPICO Tih/ D *dF Q" LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: WALL/FENCE/SPECIAL/ENGINEERED DESIGN Application Number: BWFE2019-0144 Property Address: 53246 ROSS AVE APN: 767680013 Application Description: ANDREW / 16LF SPECIAL ENGINEERED WALL Property Zoning: Application Valuation: $1,000.00 Applicant: D ROSAASEN CORPORATION 30763 EAST SUNSET DRIVE SOUTH REDLANDS, CA 92373 AUG 0 5 2019 DD CITY OF LA QUINTA DESIGN & DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 559814 Date: y Contractor: v1 a tif-.e ti OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). () I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/5/2019 Owner: BLAKE ANDREWS 53246 ROSS AVE LA QUINTA, CA 92253 Contractor: ROSAASEN CORPORATION 30763 EAST SUNSET DRIVE SOUTH REDLANDS, CA 92373 (951)318-4007 Llc. No.: 559814 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the rk for which this permit is issued. I have and will maintain workers' compensation insurance, 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: Carrier: STATE COMPENSATION INSURANCE FUND Policy Number: 9038819 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, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with thy pro is[ions. Date: A L� I! Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, nd he eby authorize representatives of this city to enter upon the above mti rfed ❑perty for inspection purposes. Date: ��� Signature (Applicant or Agent): Date: 8/5/2019 Application Number: BWFE2019-0144 Property Address: 53246 ROSS AVE APN: 767680013 Application Description: ANDREW / 16LF SPECIAL ENGINEERED WALL Property Zoning: Application Valuation: $1,000.00 Applicant: ROSAASEN CORPORATION 30763 EAST SUNSET DRIVE SOUTH REDLANDS, CA 92373 Owner: BLAKE ANDREWS 53246 ROSS AVE LA QUINTA, CA 92253 Contractor: ROSAASEN CORPORATION 30763 EAST SUNSET DRIVE SOUTH REDLANDS, CA 92373 (951)318-4007 Llc. No.: 559814 Detail: 16LF OF 8' HIGH GARDEN WALL [TODD LACHER ENGINEEREING] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2016 CALIFORNIA BUILDING CODES. FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $53.37 DESCRIPTION ACCOUNT CITY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $66.71 Total Paid for BLOCK WALL: $120.08 DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS:0: ta Qal,�Cra — GEM f.der,ESER1 — Project Addresm. �2ja,�� >��SS CI v APN Applicant Name: Address: C)j"A l U V—b5 S (7 u City, ST, Zip: L ({ Telephone: Email: P ro pe r#y�'O Wnee* ftjRo> Address: City, ST, Zip Telephone: Email: f MW_-' M, =-im PLAT3i L0C:,A-"I110R: Project Descriptjgn: Pool, Remodel, Add't, Elect, Plumb, Mech T' ^ f -AJeWtAf A ,� .f.- Valuatipn.of Project New Commercial / Tenant Improvements: Total Building SF Construction Type: Occupancy: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 Jack Lima From: blaketandrews@gmail.com Sent: Thursday, August 1, 2019 10:51 AM To: Jack Lima Cc: Mawhinney Lauren Subject: Letter of Authorization Request EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. City of La Quinta, I, Blake Andrews, authorize the construction of the garden wall and HVAC in the garage, being pulled under permit # BWFE2019-0144 and BMCH2O19-0301 at my residence 53246 Ross Ave. La Quinta, CA. Thank you! Blake Andrews Sent from my Whone RECEIVED AUG 01 2019 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT 1 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of RIVERSIDE On Z . Zo before me, CHRISTINA MORIN NOTARY PUBLIC (insert name and title of the officer) personally appeared _ - �� mks �Z o �,� n, _ , who proved to me on the basis of satisfactory evidence to be the person(W-whose names is/ape subscribed to the within instrument and acknowledged to me that he/sh6they executed the sdme in hislh#rltoir authorized capacity(i g), and that by his/[y&Ith�0 signature,() on the instrument the person(,; or the entity upon beUf of which the person( acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official eI. Signature (Seal) 11 W I! milsm"HI] Ill f!!{ f 11l t CHRISlfilf A MORIN = COMM.02230573 a Notary Public - California o _ Riverside County = My Comm. Expires Feb. 15, 2022 C'1471!]IIl1 IIR11111111111111111i 111111.IIII.IIFIIIIIIIIIIIIIl IIIIIIIVII1111 iillllli1141� X AGENT AUTHORIZATION FORM I, Tom Rosaasen, (Contractor) hereby authorize Gilbert Mawhinney to pull permits, discuss all related city and related construction matters on behalf of Rosaasen Corporation (Lic #559814). Sincerely, Tom Rosaasen Rosaasen Corporation (Lic #559814) 951.318.4007 Tom Rosaasen California, DRIVER LICENSE- FEDITSAL •, ... . i.� C00371 10� crAss,c' APPLY =y uL . Exp 09105120191.. END NONE LN RaS f,ASFN ; FNTHOMAS CWARLES- 3o763 E Sut sET OR SOUTla: •�� '�' REDLANDS, CA.92373 P.os 09JLi,4$ :'� r`• RSON 09051948 S BRN •EYES+II SL ���HAIR 1313071W20146260MCFIX12 -, D6I071$878 Date please See Attached certificate Aplarvs InNO gate 2-� MATERIAL NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED EDITION OF THE CBC/IBC. 2. CONCRETE BLOCK SHALL BE NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. 3. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH fc=2,000 PSI. 4. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL CONFORM TO CBCABC SEC. 2103 & ASTM C 270. 5. CONCRETE TO BE IN CONFORMANCE WITH CBC/IBC CHAPTER 19 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. 6. IF PROVISIONS FOR CONCRETE SULFATE EXPOSURE ARE REQUIRED BY THE PERMITTING AGENCY, CONCRETE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318, TABLE 19.3.1.1. 7. CEMENT SHALL CONFORM TO ACI 318, CHAPTER 19, ASTM C 150. 8. WATER USED IN GROUT, MORTAR, AND CONCRETE SHALL BE CLEAN AND FREE FROM DELETERIOUS SUBSTANCES. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 10. NO ADMIXTURES OF ANY KIND ARE ALLOWED WITHOUT APPROVAL FROM THIS OFFICE PRIOR TO CONSTRUCTION. 11.ALL REINFORCING BARS SHALL BE COMPLETELY EMBEDDED IN MORTAR OR GROUT AND SHALL HAVE A COVER OF NOT LESS THAN 2 INCHES. 12.ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #4 BARS AND SMALLER, AND GRADE 60 FOR #5 BARS AND LARGER. 13. LAP SPLICES TO BE 24" MINIMUM OR AS SPECIFIED. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURES AND SUPPORTING SOIL MAY BE SUBJECTED. #4 BARS CONTINUOUS 0 24" O.C. (HORIZ.) TYP. THROUGHOUT. 8" C.M.U. 'B' BARS 'E' BARS 'F' BARS FOOTING MUST BE FULLY EMBEDDED INTO AND SUPPORTED BY UNDISTURBED SOIL OR PROPERLY ENGINEERED FILL. EO. WALL HEIGHT: 9'-0* CONSTRUCTION NOTES: 1. APPROVED DRAINAGE CONVEYANCE SHALL BE PROVIDED WHENEVER THE SURFACE FLOW BEHIND THE WALL WILL NOT READILY DISCHARGE OR IF THE DISCHARGE IS UNDESIRABLE. 2. LAY CONCRETE MASONRY UNITS IN A RUNNING BOND. 3. VERTICAL EXPANSION JOINTS IN THE WALL ARE REQUIRED AT 25' ON CENTER MAXIMUM AND AT RE-ENTRANT OR 90' CORNERS. 4. THIS PLAN DEPICTS THE RETAINING WALL IN A COMPLETED STATE ONLY. THE RETAINING WALL INSTALLER IS RESPONSIBLE FOR JOB SITE CONDITIONS AND THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION. 3" CLR. �_ 40 DIA. REINFORCING ��. SAME SIZE ❑ AS FOOTING 6" MIN. 4 REINFORCING. 4' i u vi a "W cD R 40 DIA. . 3'-0" CONC. 3" CLR. 2'-6' MAS. STEPPED FOOTING DETAIL 18" FOOT WIDTH NOTES: ALL FOOTING STEEL TO BE 3" CLR. FROM EARTH. LAP ALL STEEL 24" MIlI. w 0 p�o EQ. z F O U ALTERNATE BEND EVEL'Y OTHER BAR CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE GARDEN WALL SCHEDULE FOOTING INFO. WALL INFORMATION 6" A B' "BARS CDEDPTH %WALLFOOTING BARS C.M.U. A, BARS C.IA.U. B, BARS .. .C, BARS 48" (3) #4 #4 0 8" - - 1 9'-0" 1 #4 0 8" I - SHEAR KEY FIRST COURSE MAY BE SET IN FOOTING OR USE SHEAR KEY AS SHOWN BELOW WALL FOOTING NOTCH & FILL W/ GROUT. a. 4 LOADING DIAGRAM GOVERNING LATERAL LOAD AT ""U,200 P.C.F. HOOK DETAIL 45 X7 sr+ ?� oz ti 0 0 0 N p 0) LLI > 'm c o UQ oco m i j UM �^ 0 J Z N L � Q' N Q LL ♦ . C E I V D JUL 24 2019 CITY OF LA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT NOTE: THIS DETAIL NOT FOR USE ON DOWNSLOPE CONDITION. DESIGN CRITERIA: RETAINING WALL DESIGN PER 2016 C.B.C. AND 2015 I.B.C. WITH STATE AMENDMENTS ALLOWABLE LATERAL BEARING: 200 P.C.F. BEARING PRESSURE: 1,500 P.S.F. 2,000 P.S.F. (1/3 INCREASE FOR LATERAL) PER C.B.C./I.B.0 1806.1 N uj :zw wa z z z T- z p w �-- �z 3 o O LLI J � z o Z �r JOB # 19-0189 DATE: 05/1/2019 CALCS BY: C.C.V. CHECKED BY: T.L.L. 9'-0" GARDEN WALL DEEPENED FOOTING LATERAL LOAD PER A.S.C.E. 7 MODIFIED DETAIL #862 �1 POOL ENG NEERIHC INC. RECEIVED 7 .M—. UT 0 JUL Ty DESIGN AND DE ---- - ------ MUM 1— 7— 1— ,ITY 01- LA UL)"m 117% WILDING & SAFETY DEPT APPROVED FOR CONSTRUCTION JEFJSh / qtiy FAU VENTING _tL.A �11171��7N M. P— oo co { pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 ' Fax: (714) 630-6114 --� Phone: (714) 630-6100 9'-0" HIGH GARDEN WALL - DEEPENED FOOTING STRUCTURAL CALCULATIONS FOR 9'-0" HIGH GARDEN WALL DEEPENED FOOTING CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE &M.- BY DESIGN BASED ON CBC 2016 EDITION AND IBC 2015 EDITION LATERAL LOAD ANALYSIS PER ASCE 7 1/3 STRESS INCREASE FOR SHORT TERM LOADING FOUNDATION PRESSURE: 1500psf ALLOWABLE LATERAL BEARING: 200pcf CONCRETE: fc' = 2500psi MASONRY: frn' = 1500psi REINFORCING: fy = 40000psi (Grade 40) (or as noted) RECEIVED JUL 2 4 2019 CITY OF IA QUINTA DESIGN AND DEVELOPMENT DEPARTMENT 05/02/2019 03:58:06 PM Page 1 of 6 \\pe-file\Pool\Projects\2019\0189-19 Block Wall\Release\Mod 862 Report.pdf ©Pool Engineering, Inc. 2019 05/02/2019 03:58:06 PM Page 2 of 6 \\pe-file\Pool\Projects\2019\0189-19 Block Wall\Release\Mod 862 Report.pdf ©Pool Engineering, Inc. 2019 )e51cjner: C. Volder Freestanding Masonry Wall PEI Detail #8G, 5oil Pro erbe-5: q := 1500psf soil bearing capacity -yp := 200pcf passive soil pressure Concrete ProMrttt5: 8r:= 150pcf unit weight of reinforced concrete f.:= 2500•psi compressive strength of concrete (�f:= 0.90 flexural reduction factor e,,:= 0.003 crushing strain of concrete �)s := 0.75 shear reduction factor 131 = 0.85 a = 0.72 clre := 3in steel cast against earth b := 12in design stnp width *e:= 1.0 epoxy coated factor X:= 1.0 lightweight concrete factor Wind Loading on Solid Free!5tanding Wall - Strength Level De5lcgn Design based on CBC 201 G and ASCE 7-1 0 Determine Velocity Pressure z := 9ft Max. exposed height above ground L, := 24in min. length of wall RC := 1 Risk Category (ASCE 7, Table 1 .5- 1) V := 100naph Basic Wnd Speed (ASCE 7, Figure 2G.5- I C) Exp := C Exposure Category (ASCE 7, Section 2G.7.3) KZ = 0.85 Velocity Exposure Coefficient (ASCE 7, Section 29.3. 1 ) KZt := 1.0 Topographic Factor (ASCE 7, Section 2G.8.2) Kd := 0.85 Wind Directionality Factor (ASCE 7, Section 2G.G) q,:= 0.00256•KZ•Zt•K&V2 K.L qZ= 18.5•psf Velocity Pressure (ASCE 7, Section 29.3.2) 10.75 Ta:= 0.02•I ftJ •s Ta= 0.104s Approximate Fundamental Period (ASCE 7 Eq. 1 2.5-7) f := 1 ` f = 9.623•Hz Approximate Fundamental Frequency of Structure Ta Structure = "Is a rigid structure in accordance with ASCE 7-10 Section 26.2" G = 0.85 Gust Effect Factor (ASCE 7, Section 2G.9) Cf = 1.643 Net Force Coefficient (ASCE 7, Figure 29.4- 1) w := 1.3 Factor for using Alt. Basic Load Cases (footing design) p := qZ G•Cf p = 25.8•psf Design Wind Pressure (ASCE 7, Section 29.4- I ) pw := 0.6•p pN, = 15.5•psf service level wind pressure (CBC Section 1 G05.3.2) pw alt:= 0.6'w'p pw alt= 20.1•psf service level wind pressure (Alternative Basic Load Combinations Per 1 G05.3.2, Eq. 1 G- 1 (5 $ 1 G- 19) 05/02/2019 03:58:06 PM Page 3 of 6 \\pe-file\Pool\Projects\2019\0189-19 Block Wall\Release\Mod 862 Report.pdf ©Pool Engineering, Inc. 2019 Designer: C. Voider Freestanding Masonry Wall I'D Detail #8G2 5epmic Loading - De5ign based on CDC 201 G and A5CE 7- 1 0 St ructure ffUndamenta l Period (A5CE_ 7 Sect. 12.8.2) (h 10.75 h = 9 ft max. height from base to highest level of structure T := 0.02•I t T = 0.104 ft Non -Building Structure (A5CE 7 5ec_t. 15.4) I := 1.0 occupancy importance factor (A5CE 7 5ect. 1 1.5. 1 ) R := 3 response modification factor (A5CE 7 Table 1 5.4-2) p := 1.0 redundancy factor (A5CE 7 Sect. 1 2.3.4) 5eicmic Ground Motion Values Site Class := D (A5CE 7 Sect. 1 1 .4.2) SS := 1.503 short -period spectral response acceleration (A5CE 7 Sect. 1 1 .4. 1 ) SI := 0.693 1-5ec spectral response acceleration (A5CE 7 Sect. 1 1.4. 1) F= 1 A5CE 7 Table 1 1 .4- 1 A5CE 7 Ea. 1 2.8-7 a F, = 1.5 A5CE 7 Table 1 1 .4-2 SMS := Fa Ss SMS = 1.503 max. Spectral acceleration for short penod5 (A5CE 7 Eq. 1 1 .4- 1 ) SMI := F,•SI SMI = 1.039 max. Spectral acceleration for a 1 -sec. periord (A5CE 7 Eq. 1 1 .4-2) SDS :_ (2 _ 3).SMS SDS = 1.002 short period design spectral acceleration parameter (A5CE 7 Ed. 1 1 .4-3) SDI :_ (2 - 3)-SM1 SDI = 0.693 1-5ec penod design spectral acceleration parameter (A5CE 7 Ed. 1 1 .4-4) 5ek5rntc ResponseCoefftcient (A5CE 7 5ection 1 2.8. 1. 1 t Section 15.4. 1 ) St,a CS1 (R 1) Slit Csz T (R + 1) Cs3:= max(0.044•SDS,0.03) 0.8•SI Cs4 (R _ I) Csl = 0.334 A5CE 7 Ed. 1 2.8-2 Cs2 = 2.223 A5CE 7 Ed. 1 2.8-3 Cs3 := 0.03 A5CE 7 Ecl. 1 5.4- 1 CA = 0.185 A5CE 7 Ed. 1 5.4-2 Cs := max(min(Csl,Cs2),Cs31Cs4) if S1 >_ 0.6 Cs = 0.334 governmg 5e15mic response coefficient max(min(Cst,Cs2),Cs3) otherwise Sf:= p•0.7•Cs Sf= 0.234 Service level 5ei5mic factor (CBC Section 1 G05.3.2) Sf alt PC-4S Sf alt = 0.239 Service level 505mic factor (Alternative Basic Load Combinations Per 1 G05.3.2, Eq. I G-2 I t I G-22) 05/02/2019 03:58:06 PM Page 4 of 6 \\pe-file\Pool\Projects\2019\0189-19 Block Wall\Release\Mod 862 Report.pdf ©Pool Engineering, Inc. 2019 Designer: C. Volcier Freestanding Masonry Wall PEI Detail #862 9'-0" Free5tandfin Wall - Allowable Stress Design Reinforcing Properties: Bar := 4 steel size SP := Bin steel spacing GR := 40 steel grade db = 0.5•in steel dia. A, = 0.295-in 2 design steel area F, = 20•ksi tensile strength Masonry Properties: Block:= 8 CMU block size Wcmu= 7.625•in width of CMU hw:= 9ft height of wall Ae= 91.5-in 2 cross sectional area of G.M.U. Loading: P Wcmu hW b P = 756lb weight of wall V := max(pw hw b, Sf•P) V = 177lb lateral loading y = 4.511 moment arm to lateral loading M := V•y Design: f,,, := 1500•psi compressive strength of masonry SG :_ "No" solid -grout cells? Wcmu= 84•psf weight of wall Controlling —Load = "SEISMIC" M = 795 ft•lb flexural loading FS := 1 Fb := FS (0.33•fmFb = 495•psi E, := 29000000•psi E,,, := 900•fm Em = 1350000•psi Wcmu d = 3.813•in effective depth (centered) r:= h V112 w = 49.065 slenderness ratio < 99 r h 2 Pa .— 1 �0.25 f� Ae 0.65 AS FS 1 — tv — [FS ) 140•r p • A, p = 0.00644 k := 2•p•n + (p•n)2 — p•n F,:= 1 • fin F,, = 38.73•psi FS E, n:=— n=21.481 E. r = 2.201 -in radius of gyration Pa= 334571b allowable vertical load capacity k k= 0.405 j := 1— 3 j= 0.865 M, := F,-A,-j •d M, = 1618ft•lb moment capacity (yielding of steel) Fb•k•j •b•d2 M,„ := M,,, = 1262 ft•lb moment capacity (yielding of concrete) 2 Ma:= min(M,,M,,,) Ma= 1262ft•lb allowable flexural capacity P — + M — = 0.653 < 1 .0 Interaction Formula = "PASS" Pa Ma BLOCK = "8in. CMU" IREINFORCING = "#4 VERTICAL BARS r►, Bin. O.C., CENTERED IN WALL" 05/02/2019 03:58:06 PM Page 5 of 6 \\pe-file\Pool\Projects\2019\0189-19 Block Wall\Release\Mod 862 Report.pdf ©Pool Engineering, Inc. 2019 )C51cjner: C. Volder Freestanding Masonry Wall PEI Detail #8G, Deepened FoobnGj Design: Non-Con5tramed at Ground Level (See CBC Sect. 1507.3.2. 1) Loading: Properties: w:= 18in footing width d := 48in trial footing depth q = 1500•psf soil bearing capacity Af = 1.5 ft2 bearing area of footing per design strip lyp = 200•pcf passive soil pressure Vertical Design: qa:= P % = 504•psf vertical bearing pressure < q = 1500•psf Vertical —Bearing = "PASS" Af Lateral Design: V := max(Pw_aIt,hw b, Sf alt•P) V = 181 lb lateral loading Controlling —Load = "SEISMIC" y = 4.5ft momenta rm to lateral loading M := V•y M = 815 ft•lb moment applied to footing h := M h = 4.5 ft effective height of lateral loading V SI := CryP 3)• 3 St = 356•psf allowable lateral 5oi1-bearing based on 1 /3 embedment depth (1/3 increase for short term) A:= 2S34ti A= 14.3•in dCeq:= 2 (1 + 4.36•A + 1 dreq= 37.03-in required embedment t dteq = 37.03•in < d = 48-in Depth = "PASS" USE = "18in. WIDE x 48in DEEP FOOTING" 05/02/2019 03:58:06 PM Page 6 of 6 \\pe-file\Pool\Projects\2019\0189-19 Block Wall\Release\Mod 862 Report.pdf ©Pool Engineering, Inc. 2019