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BCOM2016-000778-495 CACLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BCOM2016-0007 Property Address: 79280 CITRUS APN: 776140006 Application Description: PITTS / PATIO REMODEL Property Zoning: Application Valuation: $4,800.00 Applicant: ANDERS HANSON REMODEL INC 40550 POSADA COURT PALM DESERT, CA 92260 T4tyl 4 4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 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.: 966853 �0a e: Contra or> 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).: (1 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 Lender's Address: 02 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/21/2016 Owner: ;\ ,1 4123 Q —p-L--S•VD! p I; 1 8 2.G DR CA 92253 .,j � ; 0i`' f "a) ( `Contractor` Cr'7if P�rv`,T' }F'•�!• '11:% UrANDERS�HANSON REMODEL INC �� X40550 POSADA COURT. PALM DESERT, CA 92260 (760)895-8186 Llc. No.: 966853 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 work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by lutton 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and polity number are: Carrier:_ Polity 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 b r Code, I rthwith comply with those provisions. 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, and hereby authorize representatives of this city to enter upon the above-mentioned propert for inspection purposes. � oDatPOW ignature (Applicant r Agent DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY AMOUNT PAID PAID DATE HOURLY PLAN CHECK - YES 101-0000-42600 1.5 $105.00 $105.00 3/21/16 PAID BY METHOD RECEIPT # 'CHECK # CLTD BY ANDERS HANSON REMODEL INC DEBIT R14064 BCOM2016-0007 MFA Total Paid for BLDG CITY STAFF - PER HOUR: $105.00 $105.00 DESCRIPTION ACCOUNT QTY AMOUNT- PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/21/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY ANDERS HANSON REMODEL INC DEBIT R14064 BCOM2016-0007 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE REMODEL, EA ADDITIONAL 500 SF 101-0000-42400 0 $21.75 $21.75 3/21/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY ANDERS HANSON REMODEL INC DEBIT R14064 BCOM2016-0007 MFA DESCRIPTION ACCOUNT QTY AMOUNT, PAID PAID DATE REMODEL, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $17.40 $17.40 3/21/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY ANDERS HANSON REMODEL INC DEBIT R14064 BCOM2016-0007 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $49.31 3/21/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY ANDERS HANSON REMODEL INC DEBIT R14064 BCOM2016-0007 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE REMODEL, FIRST 500 SF PC 101-0000-42600 0 $134.88 $134.88 3/21/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY ANDERS HANSON REMODEL INC DEBIT R14064 BCOM2016-0007 MFA Total Paid for REMODEL: $223.34 $223.34 TOTALS: Description: PITTS / PATIO REMODEL Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: ISSUED Applied: 2/29/2016 RSE Approved: 3/11/2016 JJO Parcel No: 776140006 Site Address: 79280 CITRUS LA QUINTA,CA 92253 Subdivision: TR 24890-7 Block: Lot: 16 Issued: 3/21/2016 MFA Lot Scl Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,800.00 Occupancy Type: Construction Type: Expired: 9/17/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 3/7/2016 Details: REMOVE TWO COLUMNS AND REPLACE HEADER ON PATIO PER 2013 CRC CODES STRUC APPROVABLE 3/7/2016 __j Applied to Approved Approved to Issued: ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK COMMENTS ' FROM CONSULTANT KAY HENSEL 3/7/2016 3/7/2016 STRUC APPROVABLE 3/7/2016 RECEIVED PLAN CHECK SENT TO RAMSES SEVILLA 2/29/2016 2/29/2016 OUTSIDE PC PLAN CHECK SUBMITTAL RAMSES SEVILLA 2/29/2016 2/29/2016 RECEIVED TELEPHONE CALL JIM JOHNSON 3/11/2016 3/11/2016 CALLED ANDERS HANSON TO INFORM HIMTHE PLANS ARE READY TO ISSUE CONDITIONS Printed: Monday, March 21, 2016 3:35:13 PM 1 of 3 CB?SYSTEtitS INSPECTIONS Printed: Monday, March 21, 2016 3:35:13 PM 2 of 3 LJ L.i SYSTEti1S CONTACTS INFORMATION NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT ANDERS HANSON REMODEL INC 40550 POSADA COURT PALM DESERT CA 92260 CONTRACTOR ANDERS HANSON REMODEL INC 40550 POSADA COURT PALM DESERT CA 92260 OWNER ROBERT PITTS 4123 QUINLIN DR PLS VDS PNSL CA 92253 INSPECTIONS Printed: Monday, March 21, 2016 3:35:13 PM 2 of 3 LJ L.i SYSTEti1S FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY • BY HOURLY PLAN CHECK - 101-0000-42600 1.5 $105.00 $105.00 3/21/16 R14064 BCOM2016 DEBIT ANDERS HANSON MFA YES -0007 REMODEL INC Total Paid for BLDG CITY STAFF - PER HOUR: $105.00 $105.00 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/21/16 R14064 BCOM2016 DEBIT ANDERS HANSON MFA -0007 REMODEL INC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: REMODEL, EA 101-0000-42400 0 $21.75 $21.75 3/21/16 R14064 BCOM2016 DEBIT ANDERS HANSON MFA ADDITIONAL 500 SF _0007 REMODEL INC REMODEL, EA 101-0000-42600 0 $17.40 $17.40 3/21/16 R14064 BCOM2016 DEBIT ANDERS HANSON MFA ADDITIONAL 500 SF PC -0007 REMODEL INC REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $49.31 3/21/16 R14064 BCOM2016 DEBIT ANDERS HANSON MFA -0007 REMODEL INC REMODEL, FIRST 500 SF 101-0000-426000 $134.88 $134.88 3/21/16 R14064 BCOM2016 DEBIT ANDERS HANSON MFA PC -0007 REMODEL INC Total Paid for REMODEL: $223.34 $223.34 TOTALS: INSPECTIONS Printed: Monday, March 21, 2016 3:35:13 PM 2 of 3 LJ L.i SYSTEti1S Permit Details PERMIT NUMBER City of La Quinta BCOM2016=0007 REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES DATE IST BLDG NS (2 WK) JIM JOHNSON 2/29/2016 3/14/2016 3/11/2016 APPROVED 1ST BLDG STR (2 JOHN 2/29/2016 3/14/2016 3/4/2016 READY FOR APPROVAL WK) THOMPSON BOND INFORMATION Attachment Type CREATED OWNER ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST CHECK - 1ST CHECK - DOC 3/4/2016 JOHN THOMPSON STRUCTURAL STRUCTURAL 0 TRANSMITTAL.pdf TRANSMITTAL.pdf Printed: Monday, March 21, 2016 3:35:13 PM 3 of 3 C SYSTEMS Bin # City of La Quinta Building 8r Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 n O`/ Building Permit Application and Tracking Sheet Permit #{ c4m 20 Project Address: q 11 Owner's Name: 1�0 A. P. Number: j oQ 6 Address: 7-9 �C Legal Description: City, ST, Zip: r Contractor: r: S i�N17 i•�v�rv� IZc.. Telephone: ele one: P Zf 7 Address: 96,5cn ��� �� ���7 — Project Description: City, ST, Zip: � A-(,M DG-7ScFC % CKo V A L © 7.00 Telephone: 4�0 _ ................................................ w Ipt- State Lic. # : g City Lic. #: Arch., Engr., Designer: B �/ X Address: .(? . City, ST, Zip: :SW.q e—% Telephone: a : o Ctruc ton Occupancy: Type: cY Li. #: c eStato Projectt? tYPecitcle one): Add'n Alter 2aPatr Dmo Name of Contact Person: ��ZS /T/�3aN Sq. Ft.: # Stories: # Units: / Telephone # of Contact Person: 76o a l Estimated Value of Project: �- APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Req'd Rcc'd TRACKING PERMIT FEES Plan Sets . Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance. Title 24 Calcs. Plans. picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading J ItV HOUSE:- '"! Review, ready for correctionsCssue A Developer Impact Fee J �� Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Schodl Fees, Total Permit Fees Tldf 4 4Q" LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TRANSMITTAL TO: WYOUNG ❑ESGIL ❑VCA ATTN: TODAY'S DATE: PERMIT NUMBER: IC01*1 209100-000"? PROJECT ADDRESS: 71 2,40 4.1 T-9 APPLICANT NAME:AA/b � T-AfaAl SUBMITTAL ROUND: % s INCLUDED HEREWITH: PLANS ❑REDLINED PLANS STRUCT ❑REDLINED. STRUCT ❑TRUSS ❑REDLINED TRUSS ❑SOILS ❑REDLINED SOILS ❑ENERGY ❑REVISED ENERGY ❑CORRECTION LIST ❑OTHER BUILDING & SAFETY DEPARTMENT (760) 777-7125 FAX (760) 777-7011 ❑COMPLETE PLAN CHECK/N/S-STRUCTURAL DUE DATE: .30/164- 116 v3 &4 Glu: ti hif .BIN NUMBER: !A -Ow f ❑REVISED PLANS ❑APPROVED PLANS ❑REVISED STRUCT ❑APPROVED STRUCT ❑REVISED TRUSS ❑APPROVED TRUSS ❑REVISED SOILS ❑APPROVED SOILS ❑CUSTOMER RESPONSES -BUILDING DEPARTMENT USE ONLY - GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/Application) ASSIGN NON-STRUCTURAL TO: COMMENTS: Comments: Structural content is approvable. MA Structural Plan Review Time = 1.5 HR luu IU)( This Material Sent for: By ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: John W. Thompson Office: ® (760) 772-5107 Other: ❑ Letter of Transmittal To: City of La Quinta Today's Date: 3-4-16 78-495 Calle Tampico City Due Date: 3-14-16 La Quinta, CA 92253 Project Address: 79280 Citrus Attn: Ramses Sevilla Plan Check #: BRES2016-0007 Submittal: ® 1st ❑ 4th ❑' 2nd ❑ 5th 3rd ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ 'Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ® 1 Structural Plans ❑ Revised Struct. Plans ® 1 Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs'' ❑ Revised Truss Calcs ❑ Soils Report_ ❑ Revised Soils Report ❑ Structural P/C Responses ❑ Approved.Structural Plans ❑ Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs O Approved Soils .Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. 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Ti I TO UC .............. ............................ ............. .............. .............. .... ............. . .............. ........ ... .......... ......._ ............... .. ......... ..... ...... ............. . ...... .............. ........... .............. .............. ............. ............. .............. ............. ............. .............. ........... cio 5 ............. . ... . ............ .......... .......... V- .............. .. ........ ............. .............. .............. ............. . ..... .............. ............. i ............. .. ........... ............. .......... ........ .............. ............. . ............ ............. ....... . .... G�TCd. .......... .............. .. ......... ......... . . ........... .tD......... ............. ............. .............. .............. . ....... .... ........ ... .......... ............. ............. . ....... .. ......... .. .............. ......... .............. ............. ............. ............. .............. ............. . ............ .............. .. .......... .............. ............. . . .......... . .......... . . ..... ...... ...... ....... . ................. . ............. t ......... 777 ... .. ........ ............. . .......... .............. ............. ............ ............. ........ . . . ............ ... . ....... PRODUC'1204-1(ShNIeSteets)205-1(PaMeM GREGORY J. COOK R.C.E. Civil Engineering • Planning o Surveying CA o NV o AZ OR * CO o ID a HI I (308 4 I %1 (91918 Sheds) 205-1(Padded) JOB V SHEET NO. OF_ CALCULATEDBY DATE CHECKED BY DATE SCALE I TV le............. ............. ............. .............. ............. ............. ............. .. ........... ...... ...... ............. .............. ............. . ............. . ............. ........... ......... ... E. C-rtt rip (.C- ............. .............. ...... ...... ............. ............ ............. ............. ........... t 7 LA i- --23 7. V 'if " 1 L 0 e 6,7 11c . . .. ... ............. i .............. t ............. . ............................ ........... b 60 F ............ I ............................ ............. ... ........ 0 os, -o IPPROVED FOR .....*-'b;Z-fq9*T"": R DiD T**'I"'O*"** N GREGORY J. COOK R.C.E. Civil Engineering • Planning a Surveying CA s NV o AZ • OR o CO o ID * HI I I :: kk (Skvle RM) 2DS-1 (PaddeM I V. k -I E JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE .I.. . 11 ............. ............. ............. k 14- I....................... .............. ......... ... ............. .............. ............ ........... cit .OZs�log I 19C Design Maps Summary Report http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sun mary.php?teniplat... WR(M Design Maps Summary Report User -Specified Input Report Title Pitts Residence Tue February 23, 2016 00:26:59 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.674440N, 116.28018°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III tameorai ,►ty r= Bermuda Durw* Ranchd ° Mirage ? , 1 n di 6;,�il. ' � .e �F T 4 Vit USGS-Provided Output F l n - ,CaaclZella _ - +1 daegadir CcChtan RgM AlpmC. SS = 1.500 g SMS = 1.500 g SDS = 1.000 g Sl = 0.656 g SMI = 0.985 g SDI = 0.656 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRV building code reference document. MCER Response Spectrum 1.65 1.50 1.35 1.20 1.05 0.90 CA 0.75 0.60 0.45 0.30 0.15 0.00 l"F 0.00 0.20 0.40 0.60 0.80 1 00 1_20 1.40 1.60 1.go 2.00 Period. T (sec) Design Response Spectrum 1A0 0.55- 0.92. 0.77 Q� O.GG W 0.55- 0.44 0.33 - F.\\\ 0.22 0.111 1 0.00f. 0.00 0.20 0.40 0.G0 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period". T Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed oY imR',d,a5rt� �tt�8c�ura¢►rcFfETY DEPT. the data contained therein. This tool is not a substitute for technical subject -matter knowledge.`+ , � �N'"'yj FOR CONST RUCTION t CHIC BY 1 of 1 2/22/2016 4:27 PM Archwind :� 3 2 3 3 2 3 2 1 2 2 1 2 3 2 3 3 2 3 Y 1 W U22 223 a lI l 2 � '2 a�3 2�1��2F3 Gable ang h COMPONENTS AND CLADDING HIP AND GABLE ROOFS Roof angle is between 10 and 30 degrees. Structures less than or equal to 60 ft COMPONENT PRESSURES: r— AREA PRESSURE (psf) 1 MAX = 6.41 1 MIN= -13.09 2 MAX = 6.41 2 MIN = -21.11 3 MAX = 6.41 3 MIN = -21.11 Over Hang Along Area 1 VALUE = 0.00 Over Hang Along Area 2 VALUE = -29.39 Over Hang Along Area 3 VALUE = -33.40 Dimension a = 5.50 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. Hip A7- ,tZ�tZd DQ L5 nvG GrS o.J Z s s c EK Sy 774-0 AtVafSC AmOb 2 p 7t/me St bas PA4 vAt4y I&Y A. HIP AND GABLE ROOFS - CONSTANTS USED Ref: ASCE 721'02 , Roof Angle is between 10 and 30 degrees. Structure is less than or equal to 60 ft high. Roof Angle = 18.40 deg Eave Height = 15.00 ft Area = 5500.00 sf Area of Overhang = 300.00 sf Cp VALUES AREA Cp 1 0.30,-0.80 2 0.30,-1.40 3 0.30,-1.40 Along Area 1 Over Hang 0.00 Along Area 2 Over Hang -2.20 Along Area 3 Over Hang -2.50 Velocity Pressure Roof, q = 13.36 psf Exposure Coef£ Roof, Kz = 0.85 Wind Speed, V = 85.0 MPH A,� 1, a- t 1 D YlPbk Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 1.5% �BWDING 3,9'f x-z 31.5 SF--- LA SAFETY DEPT. FOR CONSTRUCTION ArchWind ::,'s 4 3 i 3 /2 2 4E 2E v CASE A 1 IE ` a 1 Wind \ MAX AND MIN PRESSURE VALUES FOR EACH AREA: LOW RISE STRUCTURE MAIN WIND RESISTING VALUES PRESSURE VALUES FOR CASE A WIND DIRECTION (AREA 1) P = 9.30 psf, 4.49 psf (AREA 2) P = -6.81 psf, -11.62 psf (AREA 3) P = -3.85 psf, -8.66 psf (AREA 4) P = -3.14 psf, -7.95 psf (AREA l E) P = 12.82 psf, 8.01 psf (AREA 2E) P = -11.89 psf, -16.70 psf <- (AREA 3E) P = -6.59 psf, -11.40 psf (AREA 4E) P = -5.85 psf, -10.66 psf PRESSURE VALUES FOR CASE B WIND DIRECTION: (AREA 1) P = -3.61 psf, -8.42 psf (AREA 2) P = -6.81 psf, -11.62 psf (AREA 3) P = -2.54 psf, -7.35 psf (AREA 4) P = -3.61 psf, -8.42 psf (AREA 5) P = 7.75 psf, 2.94 psf (AREA 6) P = -1.47 psf, -6.28 psf (AREA 1 E) P = -4.01 psf, -8.82 psf (AREA 2E) P = -11.89 psf, -16.70 psf E - (AREA 3E) P = -4.68 psf, -9.49 psf (AREA 4E) P =-4.01 psf, -8.82 psf (AREA 5E) P = 10.55 psf, 5.74 psf (AREA 6E) P = -3.34 psf, -8.15 psf NOTES: 4 3 3E�2 6 2E JF CASE B G 1 IE ' / l 2a �ind MAX. COMBINED VALUES FOR DESIGN Overturning combinations do not include internal pressur Roof pressures do include internal pressure. Total Combined Loads Across Sides 1 and 4 Max P(CASE A) = 12.44 psf Max P(CASE B) = 10.00 psf ? -r0A,4S A1C Total Combined Loads T / 3 • PsP Across Sides IE and 4E Max P(CASE A) = 18.67 psf Max P(CASE B) = 10.00 psf Total Combined Loads Across Sides 5 and 6 Max P(CASE B) = 10.00 psf Zo4e, AVC Total Combined Loads < <• P§F Across Sides 5E and 6E Max P(CASE B) = 13.89 psf Roof Area 2 Max Values There is no downward pressure Uplift P = -11.62 psf Roof Area 3 Max Values There is no downward pressure Uplift P = -10.00 psf When combining values to obtain the worst case load on the frame. Roof Area 2E Max Values the resultant pressure used must be greater than 10 psf. If not There is no downward pressure use 10 psf. Uplift P = -16.70 psf The above pressure values include effects from internal pressure. '7' 05 &,640E "Z. "t!ao -,Zz), iZO r' 13. G F5,0 0a& AVC Page 1 of 2 Roof Area 3E Max Values There ' Uplift e. (As 112 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED 10i* QQNSIFOTIrg 60LA4 r? A> 143 E , DATE BY ArchWind %J': . CONSTANTS: Building Width = 55.00 ft Building Length = 120.00 ft Roof Mean Height = 15.00 ft Roof Angle = 18.40 deg Dimension a = 5.50 ft EQUATION CONSTANTS: Pressure based on ASCE 7-10. Low Rise Buildings, Main Structure P=q(GCpf+GCpi) and P=q(GCpf-Gcpi) Kz = 0.85 Vel. Pressure Coef. Kzt = 1.00 Topographic Factor Kd = 0.85 Wind Direction Factor V = 85.00 mph ke b = `L o I = 1.00 Importance Factor q = 13.36 psf Velocity Pressure GCpi = 0.18(+-) Internal Pressure Coeff. Exposure = C Importance Cat. = 2 The following are Area external pressure coef s used: GCpf Values: (AREA I )Case A = 0.52 (AREA 2)Case A = -0.69 (AREA 3)Case A =.-0.47 (AREA 4)Case A = -0.42 (AREA IE)Case A = 0.78 (AREA 2E)Case A = -1.07 (AREA 3E)Case A = -0.67 (AREA 4E)Case A = -0.62 (AREA 1)Case B = -0.45 (AREA 2)Case B = -0.69 (AREA 3)Case B = -0.37 (AREA 4)Case B = -0.45 (AREA 5)Case B = 0.40 (AREA 6)Case B = -0.29 (AREA IE)Case B = -0.48 (AREA 2E)Case B = -1.07 (AREA 3E)Case B = -0.53 (AREA 4E)Case B = -0.48 (AREA 5E)Case B = 0.61 - (AREA 6E)Case B = -0.43 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY Page 2 of 2 Y �X tx1t; j 1.732k W�F-. 60- -.258k/ft Cot, -r-0 sr, G=T Z �Stoo 61 e) �lG r- S'o33 �h 3.8 -15.1 1.8 F"Lj- PFL0 0at�T,> pLaTfG :�o Exsr 4�2� - � x ►may 19 X Loads: LC 1, ALL Results for LC 1, ALL Member Bending Moments (k -ft) Reaction units are k and k -ft GC CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION -W6x25 1 DATE I BY Company Designer GC Job Number : -W6x25 Checked By: Basic Load Cases Joint Boundary Conditions Global Display Sections for Member Calcs BLC Description Cate oorr r X Gravity Y Gravily Joint Point Distributed 1 ALL EL 1 -1 1 1 1 2 blc2 DL 1 3 blc3 LL 1 Joint Boundary Conditions Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 2005: ASD Wood Temperature < 10OF Concrete Code ACI 2002 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectan ular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Joint Coordinates and Temperatures Label X ft Y [ftl Tem F 1 N1 0 0 0 2 N2 0 0 0 3 N3 16 0 0 4 N4 16 9 0 Joint Deflections (By Combination) LC Joint Label X finl Y finl Rotation fradl 1 1 N 1 0 0 -6.792e-3 2 1 N2 .634 0. -3.986e-3 3 1 N3 0 -7 e 3 4 1 N4 .633 F?cikr . BUILDING & SAFETY DEPT. APPROVED LC Joint Label X fkl I Y fkl 1 1 N 1 -.814 1.147 0 2 1 N3 -1.767 a8p 0 3 1 Totals: -2.581 4.97 4 1 COG (ft): X: 8 Y: 8.594. RISA -2D Version 8.0.3 [D:\RISA_8-0\WJones.r2d] Page 1 Company Designer GC Job Number : -W6x25 Checked By: Load Combinations Descri tion Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 ALL IYesl Y I 1 1 1 1 1 2 1 1 1 3 1 1 Member Distributed Loads (BLC 1 : ALL) Member Label Direction Start Ma nitude k/ft d..End Ma nitude k/ft d... Start Location ft % End Location ft 1 M3 Y 0 0 0 0 Member Distributed Loads (BLC 2: blc2) Member Label Direction Start Ma nitude k/ft d..End Ma nitude k/ft d... Start Location ft o End Location ft 1 M3 Y -.155 -.155 0 0 Member Distributed Loads (BLC 3: b1c3) Member Label Direction Start Ma nitude k/ft d. End Ma nitude k/ft d... Start Location ft % End Location ft 1 M3 Y -.103 -.103 1 0 1 0 Joint Loads and Enforced Displacements (BLC 1 : ALL) Joint Label L D M Direction Ma nitude k k -ft in rad k*s^2/ft 1 N2 L X 1.732 Member Point Loads (BLC 1 : ALL) Member Label Direction Ma nitude k k -ft Location ft 1 I M1 I Y 0 0 Material Takeoff Material Size Pieces Len th ftWei ht 1 Hot Rolled Steel 2 A36 Gr.36 W6X25 3 34 .8 3 Total HR Steel 3 34 .8 General Material Properties I nhPI F rksil (; rkcil Nu Therm Al F5 Fl DensitvrkffM31 1 en Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 gen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 gen Alum 10600 4077 .3 1.29 .173 6 aen Steel 1 29000 1 11154 1 .3 .65 1 .49 RISA -21D Version 8.0.3 [D:\RISA_8-0\WJones.r2d] Page 2 Company Designer GC Job Number : .. -W6x25 Checked By: Member Section Deflections (By Combination) (Continued) I r Momhor I nhol Qor v rinl v rinl /nl I /v Rnfin 8 3 0 -.404 1232.605 9 4 -.001 -.551 1415.837 10 5 -.002 -.633 NC 11 1 M3 1 .634 0 NC 12 2 .634 -.124 1559.617 13 3 .633 -.115 1687.705 14 4 .633 -.029 7025.179 15 5 .633 -.002 NC Member Section Forces I r nncmher I hel Qcr Avi.Ir41 Qhn�rr41 �Amm�ntr4_ftl 1 1 M1 1 1.147 .82 0 2 2 1.091 .764 -1.782 3 3 1.035 .708 -3.437 4 4 .979 .651 -4.967 5 5 .923 .595 -6.369 6 1 M2 1 3.83 1.789 0 7 I 2 3.774 1.733 -3.962 8 3 3.717 1.677 -7.797 9 4 3.661 1.62 -11.507 10 5 3.605 1.564 -15.089 11 1 M3 1 1.143 .923 -6.369 12 1 2 1.243 -.209 -7.796 13 3 1.343 -1.341 -4.695 14 4 1.443 -2.473 2.933 15 5 1.542 -3.605 15.089 Member Section Stresses (By Combination) I (` Momhor I nhol Qor Avinim-cil RhomrM-cil Tnn Ronrlinnrkeil Rnt Ronrtinnrlreil 1 1 Mi 1 .156 1 .402 0 0 2 2 .149 .374 1.277 -1.277 3 3 .141 .347 2.464 -2.464 4 4 .133 .319 3.56 -3.56 5 5 .126 .292 4.566 -4.566 6 1 M2 1 .522 .876 0 0 7 2 .514 .849 2.84 -2.84 8 3 .506 .821 5.59 -5.59 9 4 .499 .794 8.249 -8.249 10 5 .491 .766 10.817 -10.817 11 1 M3 1 .156 .452 4.566 -4.566 12 2 .169 -.102 5.589 -5.589 13 3 .183 -.657 3.366 -3.366 14 4 .197 -1.211 -2.103 2.103 15 5 .21 -1.766 - CITY OF LA QUINTA cu in nln►c, & SAFETY DEPT. DATE by RISA -2D Version 8.0.3 [D:\RISA_8-0\WJones.r2d] Page 3 Company Designer GC Job Number : ,.�-W6x25 Checked By: Story Drift (By Combination) LC Story Joint(X) X NNW % of Ht 1 I 1 1 I N2 .634 1 .587 Hot Rolled Steel Design Parameters Member RISC ASD Steel Code Checks (By Combination) LC Label Sha a Len th ... Lb -out ft Lb-inlftl Lcom to ... LcornD bot... K -out K -in Cm Cb Out s ... In swav Functi... 1 M1 sec1 9 Lateral 2 M2 sect 9 Lateral 3 M3 I sed 16 1 ILateral Member RISC ASD Steel Code Checks (By Combination) LC Member ShaDe UC Max Locrftl Shear UC Loclftl Falksil Ftfksil Fbrksil Cb Cm E n 1 1 M1 W6X25 .217 9 .028 0 16.352 21.6 21.6 1.75 .85 H1-2 2 1 M2 W6X25 .524 9 .061 0 16.352 21.6 21.6 . 1.75 1 .85 HJ -2- 1-23 3 1 M3 W6X25 .511 16 .123 16 9.437 21.6 21.6 2.247 .85 H1-9 Hot Rolled Steel Properties I nhel F rkcil r, rksil Nu Therm Al F5 Fl nensitvrk/ft^31 Yieldrkcil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000. 111.54 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label ShaDe TVDe Design List Material Design Rules A Nn2l 190 270 i... U0,180) 180 in4 1 sect I W6X25 I Beam JWide Flange! A36 Gr.36 I Typical 7.34 17.1 53.4 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY RISA -2D Version 8.0.3 [D:\RISA_8-0\WJones.r2d] Page 4 lE1 12" So, COL. TO REMAIN 1\-N W6x25 I COL. LOCATION I PREFAB. ROOF TRUSSES X / FLAT CEIL. BTM, CHORE m o z I�r +1IEI COLUMN � 1 TO BE REMOVED Co2 IEI W6x26 COL TO BE RELOCATE an I X N X N ko Z 0 W U Q 0 - Lu w w m 0 Go X Lr TO REMAIN PREFAB. ROOF TRUSSES � I I O -� f+ +1 IEI COLUMN e L} +J TO BE REMOVED Co x 1 N ZII IN WOOD FRAMED 1 4 COLUMN. TO REMAIN If-) PAD FTNG. BUILDING CODES USED 2013 CBC SCOPE OF WORK; - REMOVE TWO PATIO ROOF COLUMNS AND SUPPORT WITH NEW ROOF BEAMS. Lu N O S cD Z! N X W Scale: '1/411=11-011 LA QUINTA gUII_F'.I. SAFETY DEPT. ROVED F :;; .-uNSTRUCTION Scale: '1/411=11-011 CL PAD FTNG. I IEI 2'-0" sc L J PAD FTNG. RELOCATE STEEL DRILL & EPDXY N ALIGN w/ E. BASE /`-IEI'CONC, SLAB'S-- o �f �� (EI COLUMN PEDESTAL LL J J TO EMOVED IE)PADFTNG TO REMAIN F - - - - - I (E) FTNG, I I I I I 3 gOLUMNS ONTO EX. PAD FTNG, _ wB, INTO EXISTING GONG FTNG, PLP L TE HOLE PATTERN. I I I I I I I I I I I f I IEI 2'-0" SO, x 18" DP. L®J PAD FTNG, w/ 4 1/2" A.B. AT STEEL COL. BASE PLATE I IW 10 I� I� IX � IW * -l� (El COLUMN PEDESTAL I L_ J TO BE REMOVED L — J (El PAD FTNG. TO REMAIN I /,-IE) GONG, SLAB '\-- Scale; 1/4"=1'-O" Curr QUINTA SAFETY DEPT IE FTNG. ,,O V E® :.-',, STRUCTION NOTE; NO NEW FOOTINGS ARE PROPOSED AS A PART OF THIS WORK. a GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PRECEDING WITH ANY WORK SO INVOLVED. 3. RESOLVE ANY CONFLICTS ON THE DRAWING WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2013 EDITION OF THE CBC. 5. CONSTRUCT THOSE FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN A MANOR SIMILAR TO THAT USED FOR SIMILAR FEATURES. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISIE. 2. STEEL PIPE SHALL CONFORM TO ASTM A53. GRADE 'B'. 3. STEEL TUBE SHALL CONFORM TO ASTM A 505 (fy-46ksil. 4. ALL MAIN MEMBERS SHALL HAVE BOLTS CONFORMING TO ASTM A325. 5. MACHINE BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A307 GRADE 'A' UNLESS OTHERWISE NOTED. 6. WELDING OF STRUCTURAL STEEL SHALL BE DONE BY THE SHIELDED ARC PROCESS PER AWS D1.1 USING APPROVED ELECTRODES IE70XX - LOW HYDROGEN). 7. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 8. FIELD WELDING, IF ANY IS REQUIRED, SHALL BE INSPECTED IN ACCORDANCE WITH SECTION 1701 OF THE CBC. FOUNDATION 1. SOIL DESIGN PRESSURE: 1,500paf 2. ANCHOR BOLTS AT EXISTING FOUNDATION WHERE REQUIRED. DRILL AND EPDXY PER SIMPSON SET -XP ANCHORING SYSTEM, ICC -ES AC -308. INSTALL PER MANUFACTURERS SPECIFICATIONS BAR OR BOLT SIZING AND SPACING IS CALLED OUT PER PLANS STRUCTURAL WOOD 1. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (DF) OR LARCH GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLA). 2. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR CONFORMING TO COMMERCIAL PRODUCE STANDARD PS -1-95 AND SHALL BE GRADE MARKED IN ACCORDANCE TO APA. 3. WOOD GRADES (UNLESS NOTED OTHERWISE): A) FOR HORIZONTAL MEMBERS: BEAMS AND STRINGERS - SEE SCL BELOW B) FOR VERTICAL MEMBERS: 20 STUDS - CONSTRUCTION GRADE 2x6 & LARGER STUDS - GRADE #2 OR BETTER POSTS AND TIMBERS - GRADE #1 4. CUTTING, NOTCHING, OR DRILLING OF BEAMS AND JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 5. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 2304.9.1 12013 CBC). 6. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 7. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" IN DIAMETER LARGER THAN NORMAL BOLT DIAMETER. 8. ALL FRAMING ANCHORS, POST CAPS, COLUMN BASES, ETC, SHALL BE AS MANUFACTURED BY 'SIMPSON COMPANY' OR EQUAL. 9. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2x ISAME AS WIDTH STUDS), UNLESS OTHERWISE NOTED. GLUED LAMINATED BEAMS & STRUCTURAL COMPOSITE LUMBER 1. ALL GLULAM BEAMS SHALL BE COMBINATION 24F -V4 FOR SIMPLE SPAN BEAMS AND 24F -V8 FOR CANTILEVERED OVER ONE OR MORE SUPPORTS. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE AND MANUFACTURED WITH EXTERIOR GLUE. AITC CERTIFICATE OF FABRICATION SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR PRIOR TO INSTALLATION. 2. SCL (ICC ER #ESR1387): PARALLAMS- 2.0 E WS fb = 2800 psi MIN fv= 285 psi MIN TRUS-JOIST MACMILLAN OR EQUAL MICRO LAMS- 1.9 E WS fb= 2600 psi MIN fv 285 psi MIN TRUS-JOIST MACMILLAN OR EQUAL STRUCTURAL DESIGN CRITERIA DESIGN LOADS ROOF 50 PSF WIND DESIGN DATA 1. BASIC WIND SPEED: 85 MPH ASD or 110 MPH VOLT 2. IMPORTANCE FACTOR: I = 1.0 3. EXPOSURE: C 4. LOT PRESS COEF: GC = 0.1814 5. COMP & CLADDING PRESS: 30 PSF FOR DESIGN EARTHQUAKE DESIGN DATA 1. I = 1.0 2. SS = 1.500 S t = 0.675 (SITE CLASS D) 3. SDS= 1.000 S DI= 0.675 (SITE CLASS D) 4. SEISMIC DES. CATAGORY: D 5. BASIC SEISMIC FORCE RESISTING SYSTEM FOR RESIDENCE: BEARING WALL 6. DESIGN BASE SHEAR: 0.143W 7. R=6.5 CS = SDS / (R/I) = 1.0 / )6.5/1) = 0.154 8. ANALYSIS PROCEDURE: SIMPLIFIED 8. RSTEM = 3.25 CS = -.308 W MME (E) E.N. IEI PLATES & FRAMING N 3 1/2 x 11 7/8 PL or LVL ROOF BMS. PLYWD. SHTG. AT COL. BEYOND IE) ROOF SHTG. IEI BLK. IE) PREFAB. ROOF TRUSSES PLYWD. SHTG. E.N. w/ 8d 0 6" O.C. 1/2" PLYWOOD w/ 10d 0 6" O.C. AT UNDERSIDE OF EACH BEAM TO TIE LATERALLY. NOTE; (E) COLUMN ENGINEER TO BE NOTIFIED BEYOND WHEN EXISTING FRAMING AT BEAM & COLUMNS IS UNCOVERED. SECTION @ COLUMN LIJ SCALE 1114011 (E) SHEAR TRANSFER OF BLOCK TO PLATE A35 0 32" O.C. (VERIFY). IE) ROOF SHTG. (E) E.N. IE) PREFAB. ROOF TRUSSES --IE) BLK. (EI PLA W6x25 STEELBM. -� AT FAME 2x NAILER w/ -� 1/2" M.B. 0 24" WOOD BM.INFILL UNDER STEEL BM. (3 1/2 x 9 1/2 P.L.) E.N. w/ 8d 0 6" O.C. (TYP.) IEI BLK. >-(El SUPPORT TO ROOF RAFTER -(EJ CRIPPLE STUDS ,-N 3 1/2 x 11 7/8" LVL or P.L. BEAM TO SUPPORT PATIO ROOF I 1/2" PLYWOOD w/ 10d 0 6" O.C. AT ( I UNDERSIDE OF EACH BEAM TO ( I TIE LATERALLY, I FRAMING AT COLUMNS BEYOND. - (E) COLUMN BEYOND /-N-(N) P.L. BM. '\ /"-(NJ P.L. BM. I I f SHTG. SIDE VIEW (EI STEEL BM. ' ' "' ' ABOVE (NI P.L. BM. (N) P.L. BM. BELOW i i ABOVE i (E) 2-2x4 (E) STEEL COL. O (E) (N) STUD TO SUPPORT IN) BM. (N) P.L. BM. i ABOVE (E) 2-2x4 IEI 20 /�- (E) HOUSE WALL SECTION THROUGH ROOF AT STEEL BM. TIE IEI STRAP TO NEW BEAM. ... . /�- N 3 1/2" x 11 7/8" P.L. Z 2x4 TRIMMER (E) 1/2" BASE PLATE & 4 -1/2110 ANCHORS IE) W6x25 FULL PEN SCALE 1"=1'0" IE) WOOD NAILER 1/2" STIFFENER PLATES -- 1/41177N W6x25 BM N P.L. BM. BENEATH STEEL BM. ADD 2x NAILER w/ 1/2" 6 M.B. A 24" O.C. AT BTM. OF STEEL BM. 3/8" PLATE w/ 2- 5/8" 0 M.B. FULL PEN (TYP.I RELOCATED W6x25 COLUMN COL 0 MID. COL. (TO REMAIN) 1/4" IEI 1/2" x 8" x 12" BASE PL. w/ 4- 1/2" o ANCHORS. DRILL & EPDXY 12" INTO (E) CONC. EXISTING CONC. FTNG. / FOOTING USE SIMET XP p EQUAL RELOCATED STEEL COLUMN n & NEW BEAM ASD & CONNECTION SCALE 1"=1'0" 12" TOP VIEW ��1►1 ��r ` �i lei l ��� 12" SO. COL. TO REMAIN I I I N W6x25 I I COL. LOCATION I PREFAB. ROOF TRUSSES x / FLAT CELL, BTM. CHORE �o Q z I �r fi IEI COLUMN io L +1 TO BE REMOVED 2 IE) W6x26 COL I TO BE RELOCATE) NI X N - X N 0-rw ZI TO REMAIN e I SII PREFAB. ROOF TRUSSES w/ FLAT CEIL. BTM. CHO > w I o > ¢ -!rf f 1 IEI COLUMN r5 w 14 +1 TO BE REMOVED do w '� O I' x 1 X I '- W ZII N WOOD FRAMED1 4 COLUMN TO REMAIN IF-) PAD FTNG. BUILDING CODES USED 2013 CBC SCOPE OF WORK; - REMOVE TWO PATIO ROOF COLUMNS AND SUPPORT WITH NEW ROOF BEAMS. "AN ADEQUATELY SIZED DEBRIS COI's T RINE IS R' -7Q JIRED ON THE JOB SITE DURING ALL s ;7,f'%SES OF CONSTRUCTION AND MUST BE 7`;-D /;S NECESSARY. FAILURE TO DO SO iA03- THE CITY TO HAVE THE CONTAINER "! PED AT THE EXPENSE OF THE OWNER/ �jNTRACTOR." Z W cn �a -39 �w �-N 1/2" PL C� > LU X Vcc Z Uj L. p Z I IEI 2-2x4 x iu O V WOOD FRAMING 0 AT COLUMN f SHTG. SIDE VIEW (EI STEEL BM. ' ' "' ' ABOVE (NI P.L. BM. (N) P.L. BM. BELOW i i ABOVE i (E) 2-2x4 (E) STEEL COL. O (E) (N) STUD TO SUPPORT IN) BM. (N) P.L. BM. i ABOVE (E) 2-2x4 IEI 20 /�- (E) HOUSE WALL SECTION THROUGH ROOF AT STEEL BM. TIE IEI STRAP TO NEW BEAM. ... . /�- N 3 1/2" x 11 7/8" P.L. Z 2x4 TRIMMER (E) 1/2" BASE PLATE & 4 -1/2110 ANCHORS IE) W6x25 FULL PEN SCALE 1"=1'0" IE) WOOD NAILER 1/2" STIFFENER PLATES -- 1/41177N W6x25 BM N P.L. BM. BENEATH STEEL BM. ADD 2x NAILER w/ 1/2" 6 M.B. A 24" O.C. AT BTM. OF STEEL BM. 3/8" PLATE w/ 2- 5/8" 0 M.B. FULL PEN (TYP.I RELOCATED W6x25 COLUMN COL 0 MID. COL. (TO REMAIN) 1/4" IEI 1/2" x 8" x 12" BASE PL. w/ 4- 1/2" o ANCHORS. DRILL & EPDXY 12" INTO (E) CONC. EXISTING CONC. FTNG. / FOOTING USE SIMET XP p EQUAL RELOCATED STEEL COLUMN n & NEW BEAM ASD & CONNECTION SCALE 1"=1'0" 12" TOP VIEW ��1►1 ��r ` �i lei l ��� 12" SO. COL. TO REMAIN I I I N W6x25 I I COL. LOCATION I PREFAB. ROOF TRUSSES x / FLAT CELL, BTM. CHORE �o Q z I �r fi IEI COLUMN io L +1 TO BE REMOVED 2 IE) W6x26 COL I TO BE RELOCATE) NI X N - X N 0-rw ZI TO REMAIN e I SII PREFAB. ROOF TRUSSES w/ FLAT CEIL. BTM. CHO > w I o > ¢ -!rf f 1 IEI COLUMN r5 w 14 +1 TO BE REMOVED do w '� O I' x 1 X I '- W ZII N WOOD FRAMED1 4 COLUMN TO REMAIN IF-) PAD FTNG. BUILDING CODES USED 2013 CBC SCOPE OF WORK; - REMOVE TWO PATIO ROOF COLUMNS AND SUPPORT WITH NEW ROOF BEAMS. "AN ADEQUATELY SIZED DEBRIS COI's T RINE IS R' -7Q JIRED ON THE JOB SITE DURING ALL s ;7,f'%SES OF CONSTRUCTION AND MUST BE 7`;-D /;S NECESSARY. FAILURE TO DO SO iA03- THE CITY TO HAVE THE CONTAINER "! PED AT THE EXPENSE OF THE OWNER/ �jNTRACTOR." CIT OF LA QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE`1 BY Scale- 1/411=1'-O" IE) CRIPPLE WALL (E) WD. BM. -y i i ABOVE IE) 2-2x4 --� i COLUMN TO BE ' REMOVED 12" i i 5 IE) CONC. FOOTING A RE -INSPECTION FEE OF $ CL PAD FTNG. (- WILL BE CHARGED IF THE APPROVED 6'-10y PLANS AND 108 CARE ARE NOT ON (E) FTNG. THE SITE FOR A SCHEDULED INSPECTION F-. - 7 I NO EXCEMONS1 -}1E1 2'-0" SO. x 1811D I L PAD FTNG. I 3 RELOCATE STEEL COLUMNS ONTO EX. PAD FTNG. DRILL & EPDXY N 4TE B. INTO EXISTING CONC. FTNG. - ALIGN w/ E. BAS HOLE PATTERN. /`-(E) CONC. SLAB'S I I I _ I Construction is NOT PERMITTED o rr �� IEI COLUMN PEDESTAL I on the following Code Holidays: �c I L J TO BE REMOVED J IE) PAD FTNG I New Year's Day TO REMAIN I Dr. Martin Luther King Jr. Day President's Day Memorial Day ( Independence Day L _ Labor Day Veteran's Day Thanksgiving Day r -71 Christmas Day -+ I IE) 2'-0" SQ. x 18" DP. PAD FTNG I- - -� w/ 4 1/2" A.B. AT STEEL COL. BASE PLATE e I CONSTRUCTION HOURS w � Oetaher I st - April 30 = Monday - Fridaty: 7:00 a.m. to 5:30 p.m. ca Mday: IVIon 8:00 a.m. to 5:00 N-r;e p.m. folidays: None I -r lu .;f ' (El COLUMNPEDESTAL 6 a.m. to 7:00 p.m. O io I LTO BE REMOVED s_ A. L - J (EI TO REMA N Ie.l. to 5:00 p.m, �` `�+'f •tolidays: None /\- IEI CONC. SLAB F - - - - - - - - - - - - - - - - - - - - --j IE) FTNG. FOUND T10.. Scale: 1/4"=1'-0" 0. NOTE: NO NEW FOOTINGS ARE PROPOSED AS A PART OF THIS WORK, m 0 0 T m L _ C C w " v Z W cn �a -39 �w N C� > LU X Vcc Z Uj L. p Z I U � x iu O V CIT OF LA QUiNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE`1 BY Scale- 1/411=1'-O" IE) CRIPPLE WALL (E) WD. BM. -y i i ABOVE IE) 2-2x4 --� i COLUMN TO BE ' REMOVED 12" i i 5 IE) CONC. FOOTING A RE -INSPECTION FEE OF $ CL PAD FTNG. (- WILL BE CHARGED IF THE APPROVED 6'-10y PLANS AND 108 CARE ARE NOT ON (E) FTNG. THE SITE FOR A SCHEDULED INSPECTION F-. - 7 I NO EXCEMONS1 -}1E1 2'-0" SO. x 1811D I L PAD FTNG. I 3 RELOCATE STEEL COLUMNS ONTO EX. PAD FTNG. DRILL & EPDXY N 4TE B. INTO EXISTING CONC. FTNG. - ALIGN w/ E. BAS HOLE PATTERN. /`-(E) CONC. SLAB'S I I I _ I Construction is NOT PERMITTED o rr �� IEI COLUMN PEDESTAL I on the following Code Holidays: �c I L J TO BE REMOVED J IE) PAD FTNG I New Year's Day TO REMAIN I Dr. Martin Luther King Jr. Day President's Day Memorial Day ( Independence Day L _ Labor Day Veteran's Day Thanksgiving Day r -71 Christmas Day -+ I IE) 2'-0" SQ. x 18" DP. PAD FTNG I- - -� w/ 4 1/2" A.B. AT STEEL COL. BASE PLATE e I CONSTRUCTION HOURS w � Oetaher I st - April 30 = Monday - Fridaty: 7:00 a.m. to 5:30 p.m. ca Mday: IVIon 8:00 a.m. to 5:00 N-r;e p.m. folidays: None I -r lu .;f ' (El COLUMNPEDESTAL 6 a.m. to 7:00 p.m. O io I LTO BE REMOVED s_ A. L - J (EI TO REMA N Ie.l. to 5:00 p.m, �` `�+'f •tolidays: None /\- IEI CONC. SLAB F - - - - - - - - - - - - - - - - - - - - --j IE) FTNG. FOUND T10.. Scale: 1/4"=1'-0" 0. NOTE: NO NEW FOOTINGS ARE PROPOSED AS A PART OF THIS WORK, m 0 0 T m L _ C C w " v /OPROFHaB/O / R►� Ilk x rr No. 1 m cA+.rF°�' ILLCIO Ln m00 N E oc ix co) Q .0U CL CO cd OL U) CL ON V1 Ix m�J ....� protect no. Hans -08 tA drawn GJC date February 25, 2016 scale A.N. twoo Quo v sheet of sheets y U 04 0 0 U d� co�. O Z o -0 Z I 0 o a cc '� � W x E 0 /OPROFHaB/O / R►� Ilk x rr No. 1 m cA+.rF°�' ILLCIO Ln m00 N E oc ix co) Q .0U CL CO cd OL U) CL ON V1 Ix m�J ....� protect no. Hans -08 tA drawn GJC date February 25, 2016 scale A.N. twoo Quo v sheet of sheets