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BLCK-14-748W Applicant: Contractor: MARK BRADSHAW ^ \� MARK BRADSHAW 46-248 ROUDEL LANE 1J 46-248 ROUDEL LANE LAQUINTA, CA 92253 LAQUINTA, CA 92253 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: License. No.::CONV:140528101253019634 /Date: f�/ 11�5. 4 /Contractor: �a Yi /k W t..IW � (� -,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 fova 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.). (_) 1, 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: Llc. No.::CONV:140528101253019634 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 t e w 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: Policy Number:_ _ 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 those provisions. 611% Date: / / Applica �7t: 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 o'r 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, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: �� /� Signature (Applicant or Agen . U /� Ct Qu`k& VOICE (760) 777-7125 78-495 CALLE TAMPICO 0 D FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/15/2014 Application Number: BLCK-14-748 Owner: Property Address: 53281 ROSS AVE ROSS APN: 767200998 53-281 ROSS AVE. Application Description: POOL EQUIPMENT STORAGE LA QUINTA, CA 92253 Property Zoning: Application Valuation: $10,000.00 Applicant: Contractor: MARK BRADSHAW ^ \� MARK BRADSHAW 46-248 ROUDEL LANE 1J 46-248 ROUDEL LANE LAQUINTA, CA 92253 LAQUINTA, CA 92253 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: License. No.::CONV:140528101253019634 /Date: f�/ 11�5. 4 /Contractor: �a Yi /k W t..IW � (� -,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 fova 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.). (_) 1, 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: Llc. No.::CONV:140528101253019634 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 t e w 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: Policy Number:_ _ 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 those provisions. 611% Date: / / Applica �7t: 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 o'r 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, and hereby authorize representatives of this city to enter upon the above- mentioned property for inspection purposes. Date: �� /� Signature (Applicant or Agen . U /� FINANCIAL INFO-RIVIATION. "{DESCRIP.TION :; 'x ``ACCOUNT ;''QTY '•- :AMOUNT `s PAID ""`M PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 8/15/14 PAID BY," Y °METHOD , , RECEIPT # E - s +, CHECK # `• '°CLTD BY MARK BRADSHAW CHECK R710 15756 SKH Total Paid forBUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY .AMOUNT .PAID' PAID,DATE HOURLY PLAN CHECK - YES 101-0000-42600 0.75 $52.50 $52.50 8/15/14 .,PAID BY METHOD _ RECEIPT # • = = CHECK # ,- ,-, CLTD BY MARK BRADSHAW CHECK R710 15756 SKH Total Paid forCITY STAFF - PER HOUR: $52.50 $52.50 '. DESCRIPTION `.> . ' ;ACCOUNT QTY' AMOUNT PAID PAID DATE WALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.19 $47.19 8/15/14 PAID BY _ .: - METHOD- - r... RECEIPT # '. ;. CHECK # _' TD'BY ; CLT MARK BRADSHAW CHECK R710 15756 SKH xr DESCRIPTION ' `1. ACCOUNT QTY AMOUNT. :PAID PAID DATE WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.06 $60.06 8/15/14 `i • PAID BY ', ,r METHOD RECEIPT # CHECK # CLTD BY - MARK BRADSHAW CHECK R710 15756 SKH Total Paid for FENCE OR FREESTANDING WALL $107.25 $107.25 `;,DESCRIPTION' � r ACCOUNT. • QTYo AMOUNT z 'PAID: -' PAID DATE HOURLY PLAN CHECK 10160003428200 $122.50 $122.50 8/15/14 1 PAID BY METHOD., _ _ RECEIPT # A' CHECK # CLTD BY MARK BRADSHAW CHECK R710 15756 SKH Total Paid forHOURLY PLAN CHECK: $122.50 $122.50 _... _ -DESCRIPTION - ACCOUNT'" QTY - AMOUNT - - PAID • "` PAID DATE PATIO COVER, DESIGNED 101-0000-42404 0 $131.56 $131.56 8/15/14 :PAID BYf r '' METHOD s," "� RECEIPT CHECK # CLTD BY MARK BRADSHAW CHECK R710 15756 SKH ;DESCRIPTION "'„ -' 'a ACCOUNT ;QTY' `. AMOUNT'`. PAID { PAID DATE PATIO COVER, DESIGNED PC 101-0000-42600 0 $165.88 $165.88 8/15/14 ,PAID BY r.METHOD ;., . RECEIPT.#_ _'_.+ CHECK# •CLTD BY MARK BRADSHAW CHECK R710 15756 SKH Total Paid forPATIO COVER / COVERED PORCH / LATTICE $297.44 $297.44 TOTALS::• :0. �� tee. '' � � n � ''F �� • � �. i- /�Id \\ i�� Y`W.+`L x . 9 J.. f 4 D � i • •i.� �r yw -. • ,�. 1. J t• � 9 � ti �� `*r �` �,• '-� � �� p �.. t' _ ,rwpw}1� r•.,»,ut+,- °.+ i `y �'s,...4 ..u.�� ` , �a..��. � � � � •'r.�t `S d' ^"i'" .�Y'-!t tu 17 •+e •'+ra3 �� • s �, �1 �,• r 3' �•, cF.troFTN�v�9 �ye.ec P aw brt `-'x, - Si ;r.:r' r 3 �.-r. x 4`z'I`r*f.:.tp ria., Description: POOL EQUIPMENT STORAGE . fil P1 el i i islil, Type: WALL/FENCE Subtype: Status: APPROVED Applied: 6/2/2014 Approved: 8/14/2014 JJO Parcel No: 767200998 Site Address: 53281 ROSS AVE LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: Lot Scl Ft: Building Sq Ft: Zoning: Finaled: Valuation: $10,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: PAID Details: POOL EQUIPMENT WALLS AND COVERED STORAGE AREA. RECEIPT# CHECK # Process Summary Applied to Approved Printed: Friday, August 15, 2014 11:25:43 AM 1 of 2 �L:/ L7 IEI �./ �/� SYSTEMS fil P1 el i i islil, • • • •� CLTD_ DESCRIPTION t ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT# CHECK # METHOD PAID BY NAME TYPE NAME ADDRESSI CITY STATE ZIP ,PHONE FAX EMAIL` APPLICANT BSAS SB1473 FEE MARK BRADSHAW 0 46-248 ROUDEL LANE LAQUINTA CA 92253 CONTRACTOR Total Paid forBUILDING STANDARDS ADMINISTRATION MARK BRADSHAW $0.00 46-248 ROUDEL LANE LAQUINTA CA 92253 OWNER ROSS 53-281 ROSS AVE. LA QUINTA CA 92253 Printed: Friday, August 15, 2014 11:25:43 AM 1 of 2 �L:/ L7 IEI �./ �/� SYSTEMS CLTD_ DESCRIPTION t ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT# CHECK # METHOD PAID BY t .. - BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: Printed: Friday, August 15, 2014 11:25:43 AM 1 of 2 �L:/ L7 IEI �./ �/� SYSTEMS INSPECTIONS f l" -77 ,PPARENTPROJECTS� OND ^'.`Y ,^.. _' 7 _...:.: F r :-- :. -,—.. � . :>: r .-i�;.i� z $ddr+.?; �_ '° vu:•. . y ar✓ .:,�:.>i''t„s j - — ��'� Printed: Friday, August 15, 2014 11:25:43 AM 2 of 2 LJ L.1 LJ FJ SYSTEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY PLAN CHECK - 101-0000-42600 0.75 $52.50 $0.00 YES Total Paid forCITY STAFF - PER HOUR: $52.50 $0.00 WALL/FENCE - FIRST 101-0000-42404 0 $47.19 $0.00 100 LF WALL/FENCE - FIRST 101-0000-42600 0 $60.06 $0.00 100 LF PC Total Paid for FENCE OR FREESTANDING WALL $107.25 $0.00 HOURLY PLAN CHECK 10160003428200 $122.50 Total Paid forHOURLY PLAN CHECK: $122.50 PATIO COVER, 101-0000-42404 0 $131.56 $0.00 DESIGNED PATIO COVER, 101-0000-42600 0 $165.88 $0.00 DESIGNED PC Total Paid forPATIO COVER / COVERED PORCH / LATTICE $297.44 $0.00 ' INSPECTIONS f l" -77 ,PPARENTPROJECTS� OND ^'.`Y ,^.. _' 7 _...:.: F r :-- :. -,—.. � . :>: r .-i�;.i� z $ddr+.?; �_ '° vu:•. . y ar✓ .:,�:.>i''t„s j - — ��'� Printed: Friday, August 15, 2014 11:25:43 AM 2 of 2 LJ L.1 LJ FJ SYSTEMS Bin. # CQty. Of La Quh td t Building SZ Safety Division P.O. Box 1504,78-495 Calle Tampico La.Quinta, CA 92253 - (760) 777-7012 , Building Permit Application and Tracking Sheet Permit # l4 — Project Address: 53-281 Ross Ave Owner's Name: Ross Residence A. P. Number: 767 680 006. Address:. . Legal Description: City, ST, Zip: Contractor Mark Bradshaw Construction Telephone: Address: 46-248 Rou a Lane Project Description: Enclosed Pool City, ST, Zip: .La Quinta, Calif 92253 Equipment Storage Area. COU Telephone: 760-347-4246 '' "�`_ 83.5'x 8'-4"-0 CMU wall State Lie. #:848057 City Lie. #: encloilsure Arch., Bngr., Designer. Marmol Radziner Address: 12210 Nebraska Ave RO o t T .. — City, ST, zip: Los Angles, Calif 90025 -` _La Telephone: 310-826=6222 - Y'' State Lic. #: ,. ;w Construction Type: CMU Occupancy NA. Project type (circle one): New Add'n Alter Repair Demo . Sq. FL: 337 # Stories: 1' # Units:1 Name of contact Person: ,Mark Bradshaw �� Pip,-( Telephone *of Contact Person: 760-347-4246 a 19 -2 $,45 Estimated value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMG PERM T FEES Plan Sets 3. Plan Check submitted'. 1 c } Item Amount" - structural Calcs. Reviewed, ready for corrections i Plan Check Deposit. . Truss Cales. Called Contact Person Plan Check Balance Title 24 Calm Plans picked up fA WT Construction , Flood plain plan Plans resubmitted. riA. 91 Mechanical Grading plan 2id Review, ready t correctionsPcssue Electrical Subcontactor list Called Contact Perso Plumbing Grant Deed Plans picked up S.M.L ILOA. Approval Plans resubmitted Grading IN ROUSE:- '"' Review; ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A LP.P. Pub. Wks. Appr Date of permit Issue School Fees -� �� ala �/ Tota! Permit Fees 710 .® john Lahih + Associates 0F r- (oP4 - S t r u c c u r a I. E n"; i n e e r s i7 STRUCTURAL CALCULATIONS PLAN CHECK RESPONSES RF1 38 ROSS AVE RESIDENCE The Madison Club Lot 29A Ross Avenue La Quinta, California JUL 2>1 2014 Crff OF LA gUjI TA C®MMl➢NjV DEVELOPMENY CI.T-YpPOE LA QUINTq BUILDING & SAFETY DEPT. QRpJLAfEob No. 12185-00 CONSTRU ION DATE+/r Thu day, ,] ne 26, 2014 % BY 319 Main Street I Segundo, California 9024,5 :213/2.39 97.00 f:213/239 9699 info@1abibse:corn www.labib c0 JJohn Labib Associates Structural Engineers 1 . Refer to sheet S3-00. 2. Refer to note 1 on sheet S3-00 under the "CODE" section within the permitted drawing set for the specified code on plan. Refer to resubmitted calculations for the specified code within the calculations. 3.. Refer to sheet S3-00 section "CODE" note 2. 4. Refer to sheet S3-00 section "CODE" note 3. 5. Refer to sheet:S3-00 section "CODE" note '2. 6. Refer to sheet S3-00 section "FOUNDATIONS" note 3. 7. Refer to resubmitted calculations for the modified maximum bearing value of T 500psf. 8. Refer to sheet 53-00section ".FOUNDATIONS," "REINFORCEMENT,," "CONCRETE_," and. "MASONRY' within the permitted drawing set. 9. Refer to resubmitted calculations. 10. Refer to resubmitted. calculations. 11. Refer to resubmitted calculations. 12. Refer to resubmitted calculations. `Page I of I CITY OF LA QU�TA i a '�PjrjR0VC 9 Main1comBY.wWW.1—b-Hrs treet FtjE=1eg�uc�r �dFot��6 ` rnia0245 c:213./239 9 0 7/239699 Tq info@Iabibs..con 91 Edelstein Main House "E POPSY 10 ?zAlV cANSM JLA # 12185 CoM1�! EN T 2 Arra 9 DESIGN CRITERIA City of: La Quinta, CA Building Code: 2013 CBC LOADS ;Shallow Roof Loads Dead Loads :Gravity Roofing 4.0 psf Insulation 2.0 Rip Strips 1.0 2 layers of 5/8"Plywood 5.00 Ceiling 2.5 Misc -2.5 Sub 17.0 Wood Joists 2.5 Sub 19.5 Steel Beams 4.3 .Roof Dead Load = 23.8 Psf Roof Live Load = 20.0 Pssf CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE Bl• Description : beam over pool storage room Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7.66 Load Combination Set: ASCE 7-05 Material Prooertles Analysis Method: Ail.owable Stress Design Fb - Tension Load Combination ASCE 7-05 Fb - Compr -Fc Wood Species iLevel Truss Joist -Pd I Fc -'Perp Wood Grade Mic.roLarn LVL 1.9 E Fv Searn'.8racing 'Beam is Fully Braced against lateral -torsi Ft on buckling Q(0.024) Lr 0.02 -2,600.0 psi E: Modulus of Fias6city 2,60 1 0.0 psi Ebend- u 1,900.Oksi .2,5.10.0 psi Erninbend .xx 965.71 ksi 750.0 psi 285.6 psi r L5 44 WOW 1,555.0 psi Density 32.210 pd Repetitive Member Stress increase Span - 13.0 ft Load Combination Span Max.. '2 Deft Location D+Lr in Load Combination, Max.. '++P Defi L 0.6471 6.547 0.0000 0.000 Support notation Far left is #1 Values in KIPS Ioad Combination Support 1 Support 2 D Only 0.170 b.170 CITY OF LA QUINTA IrOnly 0.1,30 6.130 D+Lr 0.300 0.300 BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY Service loads entered. Load Factors will be for Beam W weight calculated and. added to loads— applied C calculations. Uniform Load D = 0,0240, Lr = 0.020 ksf, Tributary Width = 1.0 ft r L5 44 WOW (Maximum Bending Stress Ratio 0.51a 1 Maximum She Stress Ratio Shear :Section used for this span 1 J.750x5.500 Section used for span 0.153 1 fb : Actual 1,�26.01psf tv : Actual -1.�SOXS.500 'FB:Allowable :2.,600.00psi Fv: Allowable .43.68 psi Load Combination Location Of maximum on span +D+Lr+H 'Load Combination psi tb+Lr4-H i Span # where maximum m occurs 6.50011. Span # I Location of maximum on span+ 12.573 ft i Maximum Deflection SpaR# where in'a)*dmum occurs Span # I -Max Downward L+Lr+S Deflection Max upward L+Lr+S Deflection .0.280 in ReNo 556 Max Down Downward Total Deflection Max 0.600 in - Ratio 0.647 in Ratio= -0 <360 241 Upward Total Deflection' 0.000 in Ratio .0 <240 Load Combination Span Max.. '2 Deft Location D+Lr in Load Combination, Max.. '++P Defi L 0.6471 6.547 0.0000 0.000 Support notation Far left is #1 Values in KIPS Ioad Combination Support 1 Support 2 D Only 0.170 b.170 CITY OF LA QUINTA IrOnly 0.1,30 6.130 D+Lr 0.300 0.300 BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY Calculations per ACI 530-08, IBC 2009, CBC 2010, .ASCE 7-05 Load Combinations Used: ASCE 7-05 Construction Type: Grouted Hollow Concrete Masonry Fm 1.50 ksi Nom. Wall Thickness Fy - Yield = 60.0 ksi Actual Thickness Fr -Rupture = 61.0 psi Rebar'd' distance Em = I'm • = 900.0 tower Level Rebar ... Max % of P bal. = 0.007138 Bar Size # Grout Density = 140 pcf Bar Spacing Block Weight Medium Weight Wall Weight = 78.0 psf Wall is Solid Grouted Calculations per ACI 530.08, IBC 2009, CBC 2010, ASCE 7-05 8 in Temp Diff across thickness deg F 7.625 in Min Allow Out -of -plane Defl Ratio = 150.0 4.0 in Minimum Vertical Steel % = 0.0020 4 16 in I 6AU,a01 Lvdu =wnmctty 12.0 in Concentric Load Full area WINQ load 20.0 psf Fp = Wall Wt'.... 0.40 = 31.20 Psf Ascom !2 . 1-1. moor LIVE S •Snow In 0.1560 0.130 k1ft k/ft We0 weight Seismic Load Input Method : ASCE seismic factors entered SDS Value per ASCE 12.11.1 SDS = 1.0 OF LA Q U I N TA a U��IGC SAFETY DEPT. M � ROVE® FOR CONSTRUCTION DATE _____ BY I il"* VU - Base Horizontal D.0niy Governing J Combinatio n 0.0 Results reported for "Stril) VWdtho of 12.0 In ASS M Moment PASS Mo ' C a a cil! Check ' . k Actual Values ... Allowable' Values + 0 +0 50Lr+0 1.2 D WL+1.60W 0.0 k Maximum Bending Suess Ratio 0.21�95 PASS PASS Service Deflection Check Max Mu -0m15 k -ft Phi* * Mn k -ft D + O..S(L+Lr)+ 0.7E Min, Deft. Ratio .2.601 1,583.88 Max Allow'Rafio 150.0 PASS Ax. PASS Axial Load Check Max. Defiection 0-075M in, Max. Allow. Deft. -0.80 in -20D+0.56Lr+0.50L+1.60W MaXPU Ag Location .5-019 08i 0.2 � I'm 300.0 psi PASS Reinforcing0 PASS Limit Check. 0. 1667 fl Controlling As.ft 0.003125 Asjbd007138 rho bal 0.00ti+38 SS Min PASS Minimum Moment Check +1.40D Wracking 0.5911 Minimum Phi Mn 3.252 k -ft Maximum Reactions' ... for Load' CDmbInation... Top Horizontal E Only Base Horizontal 0.1170 k E Only Vertical Reaction 0.1950 k :D + L + Lr 1.066 k Load do rbination PAxial Load V 0.2*fm*b*t Mcr Moment 'Mu Values 7. k.11 Phi -ft Phi Mn 0.6 As -As Ratio rho bel +1+40b at 9.67 to 10.00 0400 27.360 . 0.59 . + .. 6.22 . *-ft. - ... . In'2 1 ! . . .. .. a . - +Q0D40.50Lr+j.60L at 9.67. to 10.00 00 27.36 0 0.59 0.90 ;,50 0.150 -0.00311 0.6.071 4110+1-601.40.50S at 9.67 to 10.00- 0-00b 27.360 0.59 0.25 0.90 0.160 0.0031 0.0071 +!.20D+I.60Lr4o.�0L at.b,6'7 to jo.60 0.000 27.360 -0.59 0.19 �0,90 Z50 -0-150 0.0631 0.0071 +1 -200+1.60Lr-480W - at `0-00 to 0.33 1 0.000 21.366 0.59 0.40 :0.90 Z50 0.150 6.0031 0.0071 +1.20D+0.50L+1.608 at 0.67 to 10.0 0 0.000. .27.360 0.40 0.90 . :2.50 0.150 0-001 .0. 0071 +j.20D+1.60S+0.80, . : ' W at to 0.33 0.000 o.69. 0.1.9 0.90 2.50 0.150 0.0031 0.0.071, -+1.20D+0.5()Lr-#0.56L+j.6' OW. at 0.00 to 0.33 .27.3'60 0.000 27.360 .0.59 0,30 �0.90 i5ti 0.156 0.0031 +1.ki)+0,50L-, .0.50S+1.60W at 0.60 to 0.33 0.000 27.360 6159 6.53 0-90 �0.0071 2,50 :6.1'50 0.0031 0.0071 +1.20D-#0.50L-+0.26S+E at -.0.00 to 0.33 0.600 27.X0 0.59 0.�o 0.90 2.50 .0.150 0.0031 0.0671 40.90D+1,60W at,Q,00.10 0.33 0-0 :27.360 0.49 2.50 .0.150 :0.0031 0.0671 40.90D+E at 0.00 to 0,33 .0.0 0.000 27.3.60 0.59 0.59 OR 9-90 -2.50 �0.150 0,0031 0.0071 0.46 0.90 2.50 0.150 0.0031 0.0.071 Load Combination Axial Load Moment Values Stiffness ----k Pu Mor Mac'tua) I gross k- . ft I Deflections. cracked I effective Deflection �Defi. Ratio D -L -# Lr at 0.67 to t.00 0 ---- in'4 hi'4 in D + L + W at 6.00 to 6.33 .0.546 .59 :0 .468 A59 0:16 44130 -0.21 33.66 :33-659 2,967.1 .0.040 D + L + W + S/2 'at 6.00 to 6.33 0.468 6.59 443.30 .33.45 33.448 .0.063 11901.0 D + L + S + W12 at 6.00* t b �33 '0.468 .0.59 :0.21 441310 :33.45 33-448 •0-063 11901.0 - -P + L +$ + EIIA at 6.0o' to 6.33 0.468 0.59 0.14 .14'3.36 33.4� 33.448 -:0-043 .2.822.6 D + 0.5(L.0 + 0.7W at 6.06 to 6.33 0.533 0.59 0.22 443.300 .33.45'A448 0.068 1,760.0 D+0 -5(L -i4 -0.7E at 6 -Ob to 6.33 0.633 0.59 0.19 '443-30 33.62 '33.624 0.060 '2.011.3 r et?33.62 - ON- 0.25 443.30 r----- U624 6.076 1,683.9 SUIL6T +4 Z, -I -.- - vecal WWal Base . 1 0.022 k &-S AF rlIk_._ oro-daRl ROVED -0-DOO k RBONSTRUCTION 0.000 0.12 k .0-000 k DATE ON BY 1.066 r. I Base Horizontal D.0niy S Only 0.0 -W Only k Jt Only . k P + L + Lr 0.2 k 1) + L + S 0.0 k 0.0 SUIL6T +4 Z, -I -.- - vecal WWal Base . 1 0.022 k &-S AF rlIk_._ oro-daRl ROVED -0-DOO k RBONSTRUCTION 0.000 0.12 k .0-000 k DATE ON BY 1.066 r. I U Description —pool equipmW wall L-0, rucit Load ComblniFo4n--�4�_ .� . .ri: Base Horizon D+L+S+W/2 0.1 k 0 +L +S +Fjl.4 0.1 k 0.2 k 0.61 k 0.936 k 0.06 k 0.936 k J CIS OF A QU j .N TABUILDING & SAFETY DEPT.APPPVEDF0R CONSTRUCTION DATE By B • Project: ass Job No.:L3 g Sheet No.: John* Labib + Associates 'Structural Engineers n Project: John Labib + Associates Job. No.: Structural Engineers Sheet No.: c�iri�ck- 7 fgPHj2+� G M s Rap � S Ml s"eA(2 IN V)@�W240 1 10s,-5 21I -t r Esq MOON UuiT SKqiaz� 0.7x 2►► �[�, .:. ��. CITY OF LA QUIN A BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE BY Project:. Job No.: SFS John Labib + Associates Structural Engineers projett: mss John Lablb +' Associates job No..: P.F;T . #t'56 Structural Engineers TD.. PLAdJ �6 �-tNr61uT /O po27, x 0,3-0-, I'D p,8 1/0 Z ��• Yp�� 4 Project: Job No.:. .'EEE #26 Sheet No.: John La b i b + Associates St.ru.cturaI Engineers 77-682 Country Club Dr. Ste. B, Palm Desert, CA 92211 ph. (760) 772-5107 fax (76.0)'34577620 Letter of Transmittal To: City of La Quinta Today's Date: 7-29-14 78-495 Calle Tampico City Due Date: 7-28-14 La Quinta, CA 92253 Project Address: 53-281 Ross Avenue Attn: Angelica Plan Check #: 14-748 Submittal: ❑ 1St F-1 4th ® 2nd ❑ 5th ❑ 3'd ❑ Other: We are forwarding: Includes: # Of Copies: El ® 1 ® By Messenger ❑ By Mail (Fed Ex or UPS) Descriptions: Includes: # Of Copies: Structural Plans Structural Calculations ❑ Your Pickup Descriptions: Revised Structural Plans Revised Struct. Calcs ❑ Truss Calculations Floor ❑ Revised Truss ❑ and Roof ® Per Your RE ❑ Soils Report ❑ Revised Soils Report ® 1 Structural Comment List/ ❑ Approved Structural Plans Other: ❑ Responses ❑ Redlined Structural Plans ❑ Approved Structural Calcs ® 1 Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. If you have any questions, please call. Time =.75 HR - r'% r F� This Material Sent for: ❑ Your Files ® Per Your RE ❑ Your Review ❑ Approval ❑ Checking ❑ At the requl Other: ❑ By: Kathryn Samuels Palm Desert Office: ® (760) 772-5107 Other: ❑ lCbf - lest JUL AQ 1014 of: CITY OL. 6.A QUINTA COMMUNITY DEVELOPMENT C