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BPAT2015-002978-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 I Ti&t 4.4 Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: EPAT2015-0029 Property Address: 56176 PLATINUM WY APN: 775220021 Application Description: SIGNATURE / PATIO COVER Property Zoning: Application Valuation: $5,000.00 Applicant: CALIFORNIA WEST CONSTRUCTION 1 5927 PRIESTLY DRIVE STE 110 CARLSBAD, CA 92008 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/4/2015 Owner: RREF II CWC LAQ LLC 5927 PRIESTLY DR STE 110 CARLSBAD, CA 92008 SUN 4.2015 U �RYOFLAOU)tSTA ontrador: ELOPMEMD��M LIFORNIA WEST CONSTRUCTION I OOMMUNRYDEII 5927 PRIESTLY DRIVE STE 110 CARLSBAD, CA 92008 . LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that l am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro essions Code, and my License is in full force and effect. License Clas : B License No.: 927267 - / i Date: ` Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt froma Contract s State License Law for the following reason (Sec. 7031.5, Business and P ns 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 proper -y, 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 proper•.y, 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: (760)918-6768 Llc. No.: 927267 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 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 sub' ct to the workers' compensation provisions of Section Rhe lab ode orthwith comply with those rovisions. ` Date: ` ` , S Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSAT19IN COVERAGE IS qNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENAL ES AND CIVIL FlIfS UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADD TION TO THE C ST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTIO 3706 OF T"BOR 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 b 'Iding construction, and hereby authorize representatives of this city to enter upgoAh bove- mentioneq (p-rroop y for inspection purposes. Date: (, Signature (Applicant or Agent): DESCRIPTION FINANCIAL INFORMATION ACCOUNT QTY - AMOUNT PAID PAID DATE HOURLY PLAN CHECK -YES 101-0000-42600 1.25 $87.50 $87.50 6/4/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY RREF 11 CWC LAQ LLC CHECK R6779 10979 SKH Total Paid for BLDG CITY STAFF -PER HOUR: $87.50 $8750 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/4/15 PAID BY METHOD 1 RECEIPT # CHECK # CLTD BY RREF 11 CWC LAQ LLC CHECK R6779 10979 SKH DESCRIPTION + . ACCOUNT QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/4/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY RREF II CWC LAQ LLC CHECK R6779 10979 SKH Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $2.00 DESCRIPTION ACCOUNT • QTY AMOUNT• PAID PAID DATE DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 6/4/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY RREF II CWC LAQ LLC CHECK R6779 10979 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID, PAID DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 6/4/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY RREF II CWC LAQ LLC CHECK R6779 10979 SKH Total Paid for ELECTRICAL: $48.34 $48.34 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN 101-0000-42404 0 $97.17 $97.17 6/4/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY RREF 11 CWC LAQ LLC CHECK R6779 10979 SKH DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PATIO COVER, STD, OPEN PC 101-0000-42600 0 $95.72 $95.72 6/4/15 PAID BY' METHOD RECEIPT # CHECK # CLTD BY RREF II CWC LAQ LLC CHECK R6779 10979 SKH Total Paid forPATIO COVER / COVERED PORCH / LATTICE $192.89 $192.89 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $0.65 $0.65 6/4/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY RREF II CWC LAQ LLC CHECK R6779 10979 SKH Total Paid forSTRONG MOTION INSTRUMENTATION SMI $0.65 $0.65 TOTALS: $331.38 $331.38 Description: SIGNATURE / PATIO COVER ADDITIONAL Type: PATIO COVER Subtype: Status: ISSUED Applied: 5/14/2015 MFA Approved: 5/26/2015 JJO Parcel No: 775220021 Site Address: 56176 PLATINUM WY LA QUINTA,CA 92253 Subdivision: Block: Lot: 59 Issued: 6/4/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $5,000.00 Occupancy Type: Construction Type: Expired: 12/1/2015 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: ENGINEERED TRELLIS FOR BBQ. 25 SQ. FT. PLAN CHECK COMMENTS 9 12 __J Applied to Approved IM Approved to Issued Printed: Thursday, lune 04, 2015 2:11:27 PM 1 of 3. RW YSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PENDING STRUC APPROVAL NOTE JIM JOHNSON 5/21/2015 5/26/2015 APPROVED PLAN CHECK COMMENTS FROM CONSULTANT JIM JOHNSON 5/22/2015 5/26/2015 PLANS APPROVED FROM YOUNG RECEIVED . PLAN CHECK SUBMITTAL MARY FASANO 5/14/2015 5/14/2015 RECEIVED TELEPHONE CALL JIM JOHNSON 5/26/2015 5/26/2015 CALLED MARY NETTLES TO INFORM HER THE PERNIT IS READY TO ISSUE NEED AN ASSESSORS COPY. CONDITIONS Printed: Thursday, lune 04, 2015 2:11:27 PM 1 of 3. RW YSTEMS FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID CONTACTS BY HOURLY PLAN CHECK - 101-0000-42600 1.25 $87.50 $87.50 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH YES NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE CARLSBAD CA 92008 (760)918-6768 $1.00 LBELLOSO@CALWESTC 6/4/15 R6779 STE 110 CHECK RREF II CWC LAQ LLC SKH. Total Paid forBUILDING STANDARDS ADMINISTRATION $2.00 $2.00 BSA: OMMUNITIES.COM ' CONTRACTOR CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE CARLSBAD CA 92008 (760)918-6768 CHECK LBELLOSO@CALWESTC SKH DEVICES, FIRST 20 PC STE 110 0 $24.17 $24.17 6/4/15 R6779 OMMUNITIES.COM OWNER RREF II CWC LAQ LLC 5927 PRIESTLY DR STE I CARLSBAD CA 92008 (760)918-6768 $97.17. $97.17 6/4/15 R6779 110 CHECK RREF II CWC LAQ LLC SKH OPEN FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY HOURLY PLAN CHECK - 101-0000-42600 1.25 $87.50 $87.50 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH YES Total Paid for BLDG CITY STAFF - PER HOUR: $87.50 $87.50 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH. Total Paid forBUILDING STANDARDS ADMINISTRATION $2.00 $2.00 BSA: DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH Total Paid forELECTRICAL: $48.34 $48.34 PATIO.COVER, STD, 101-0000-42404 0 $97.17. $97.17 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH OPEN PATIO COVER, STD, 101-0000-42600 0. $95.72 $95.72 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH OPEN PC Total Paid forPATIO COVER / COVERED PORCH / LATTICE $192.89 $192.89 SMI - RESIDENTIAL 101-0000-20308 0 $0.65 $0.65 6/4/15 R6779 10979 CHECK RREF II CWC LAQ LLC SKH Total Paid forSTRONG MOTION INSTRUMENTATION SMt $0.65 $0.65 TOTALS: $331.38 $331.38 Printed: Thursday, June 04, 2015 2:11:27 PM 2 of 3 R SYS TEti1S PARENT PROJECTS REVIEWS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE NON-STRUCTURAL - NON STRUC APPROVED PENDING STRUC JIM JOHNSON 5/14/2015 5/21/2015 5/21/2015 APPROVED 1 WK APPROVAL KATHRYN 5/14/2015 5/21/2015 5/22/2015 READY FOR APPROVAL STRUCTURAL - 1 WK SAMUELS 77777 BOND INFORMATION Printed: Thursday, June 04, 2015 2:11:27 PM 3 of 3 C9? srsrerns r__M 1 Bin CItOf La QUIn Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application -and Tracking Sheet Permit #�`L� Z0'- Project Address: Slo ' /7(P• TW7n aen 00-44 Owner's Naive: RREF II—CWC LaQ , LLC A. P. Number: i 75--- YeO - 6,5'5 Address: 5927 Priestly Dr., Suite 110 Legal Description: ! . Tract No. 36537_' City, ST, Zip: Carlsbad, CA 92008 Contractor: California West Constructioni Inc Telephone: (760) 918-6768 Address: 5927 Priestly Dr., Suite 110 Project Description: City,.sT,zip: Carlsbad, CA 92008 Telephone: (760) 918-6768. State Lic: # : 927267 - � City Lic. #:101491 Arch., Engr., Designer. 3 ' Address: City., ST, Zip: Telephone: ,.::<:.;Y:. >:•: ;<>:::><.;:::; :::>;:<;>:: :>;:>:.: >::;:;:.:_H:.:;: <:> •;;;:::;;::;< '- > : <.:> > >• :> Y<> ::?.>:::><<: Construction Type: Occupancy State Lic. Project type (circle one): New Add, n Alter Repair Demo Name of Contact Person: Mary Nettles Sq. Ft.: ^ # Stories: #Units: Telephone #,of Contact Person: ( 760) 497-5258 Estimated Value of Project: i' APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACIMG PERMIT FEES Pian Sets Plan Check submitted Item Amount Structural Cafes. RevieNved, ready for corrections Plan Check Deposit Truss Cala. Called Contact Person Plan Check Balance, Title 24 Cala. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan tad Review, ready for correction /issue Electrical Subcontactor List Called Contact Person Plumbing Grant Decd Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- 'rd Reyiew, ready for correcti4sTssue Dcveloper`Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fee 1 • 77 8,852 C���rt C�u.� Dr S �. B Pal fl ,serf CA, 2?� Ph {7�fs�i 5 03NNWNF,(WO. -:762t! Email info,@ova. iu`e�gr: om We'ewrvw vaiuengrYusxn Letter of Transmittal To: City of La Quinta Today's Date: 5-22-15 78-495 Calle Tampico City Due Date: 5-21-15 La Quinta, CA 92253 Project Address: 56176 Platinum Way Attn: Kay Plan Check #: BPAT 2015-0029 Submittal: ® 15t ❑ 4th ❑ 2nd ❑ 55th ❑ 3'd ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: ® 1 Structural Plans ❑ Revised Structural Plans ® 1 Structural Calculations ❑ Revised Struct. Calcs Truss Calculations Floor E] and Roof ❑ Revised Truss ❑ Soils Report ❑ Revised Soils Report ❑ Structural Comment List ❑ Approved Structural Plans ❑ Redlined Structural Plans ❑ Approved Structural Calcs ❑ 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 =1.25 HR This Material Sent for: ❑ Your Files ® Per Your Request ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ BY: Kathryn Samuels Palm Desert Office: ® (760) 772-5107 Other: ❑ 117 48898 � :: 67 •'. 2- FG 4W,3 e 6.5' RE .981 I Maud ~{ ~ �j I C�ONlECTED ROTO Cly I I 1 1 RAMP AT RK WT I • �1 b NV4B6.R5 187. FS DESIGN B' CENTER A GF_ n 188.17 11 wo.T Q u_ ro o.e' To 1.9' GOLF TOG W CART mo6a o.Oi lm� 0 m1 11A k 9 I®"• \ 11 HACIEN / TO40.7 o.Y 59** FF 489.57 PE 488.9 3B A -mi 58## FF 489.27 PE 488.6 2A L_26.30• t 1m 0 m1 11A k 9 MillVG'II:, \ L::YFJ �I CONSTRUCTION NOTES ilk 1 PAVING, SIGNING AND STRIPINGFC NOT BE GREATER THAN 30'. .81.0 AL22O 2. ALL PLATFORMS SINAL NOT PROPOSED 3- AC OVER COMPACTED NATIVE SOL (SUBGRAOE ro COMPACTED AT 952 MN.)• E / IS'FG/ 'TF 489.67 + INSTALL 2' X {' REDWOOD HEADER AT EDGE OF PAVEMENT. DIRECTOR. TE CUL UNITY DEVELOPMENT DIRECTOR 10 3. GUARDRAIL MAY BE REOUOED. INSTALL JENSEN PRECAST WHEEL STOP MODEL S-48 NAD DETAIL ON SHEET 6. UINTA OF U OUINTA SEE SECTION 113383.71 OF THE GLLIFORMA 13URDM COVE ■ 1 t99 TW . { O INSTALL -UNAUTHORIZED PARKING- SIGN PER CBC CHAPTER IIA AND DETAIL ON SHEET 6. 11 MEDIATE FC 183.0 (E) FG 491.0 W O INSTALL ADA PARKING DAILY SIGN PER CEO CHAPTER IIA AND DETAIL ON SHEET 6. TURN NO Jim PI 3�rL*?$' �r�• � �1l�tnJ (SEEEE NOTES) E) PANT WHITE DOUBLE HAIRPIN PARONG STRIPE PER DETAIL ON SLEET 6. _&� _ _fit i� 30.ir �n \ \ Z R PERMITTING MING A ZONING COMPLIANCE \ OF EACH RAMP AND RUN VARY. CONSTRUCTION NOTES THE MAXIMUM VERTICIL RISE SMALL PAVING, SIGNING AND STRIPINGFC NOT BE GREATER THAN 30'. .81.0 AL22O 2. ALL PLATFORMS SINAL NOT PROPOSED 3- AC OVER COMPACTED NATIVE SOL (SUBGRAOE ro COMPACTED AT 952 MN.)• E / IS'FG/ 'TF 489.67 + INSTALL 2' X {' REDWOOD HEADER AT EDGE OF PAVEMENT. DIRECTOR. TE CUL UNITY DEVELOPMENT DIRECTOR 10 3. GUARDRAIL MAY BE REOUOED. INSTALL JENSEN PRECAST WHEEL STOP MODEL S-48 NAD DETAIL ON SHEET 6. UINTA OF U OUINTA SEE SECTION 113383.71 OF THE GLLIFORMA 13URDM COVE INSTALL ACCE598LE PALMING STRIPING AND SIGNAGE PER OETNL ON SHEET 6. w• O 40• t99 TW . { O INSTALL -UNAUTHORIZED PARKING- SIGN PER CBC CHAPTER IIA AND DETAIL ON SHEET 6. 11 MEDIATE FC 183.0 (E) FG 491.0 W O INSTALL ADA PARKING DAILY SIGN PER CEO CHAPTER IIA AND DETAIL ON SHEET 6. TURN NO PI IF {69.87 (SEEEE NOTES) E) PANT WHITE DOUBLE HAIRPIN PARONG STRIPE PER DETAIL ON SLEET 6. s} L IN WITH POLE STOP LEGEND O CROSS ALK PER OETAIL ON SHEET 6. INSTAL RI -I SKAN LSGiFS ESM76 RM 48 COt6TRUCT CASE 'E- CURB RAMP PER CITY OF LA oU1NTA SID. N0. 250. I� II I I CONSTRUCT EXTENDED DEPTH FOOTING PER ARCHITECTURAL PIAN/SPECIFICATIONS AND O DETAIL ON SHEET 6. H $ $ RLL g g M 7 II II 1♦ INSTALL 4' SCH 40 PVC PIPE DRAIN THRU WALL PER DETAIL ON SHEET 6. 'a g a B _W___ - IB CONSTRUCT 3'-6' HIGH GARDEN WALL SFE .LANDSCAPE PIAN FOR co". FINISH AND SPECFICATIONS _ iG I 1, CONSTRUCT 6' HIGH GARDEN WALL PER DETAIL ON SHEET S. SEE LANDSCAPE PLAN FOR COLOR. FINISH ANO SPECIFICATIONS. TW 497 )1 FG Q 1B CONSTRUCT SIDEWALK (SEE PLAN FOR WOM.) SEE LANDSCAPE PLAN FOR COLOR. FINISH AND SPECIFICATIONS. /t1. TW 114.00 M E_L_ _ _ .. Q CONSTRUCT PATOS/OOURTYARDS. SEE LANDSCAPE PUN FOR COLOR. FINISH. DETAILS AND 19 SPECIFlURONS 0 CONSTRUCT CONCRETE STEPS PER DETAIL ON SHEET 6. © - - I ... • ~ WXA- '_yy FC 4 .0 ( FC / 0 (W ^ CL 21 CONSTRUCT EARTHEN SWALE PER DETAIL ON SHEET S. 40' 40' 39.58' 39.58' IF a84.67 W0' ©INSTALL TRUNCATED DOPES PER CITY OF U OWNTA SM. N0. 250. 128.5 Q1 FFIG G /Q@@�115S0 V/ �. _ Q INSBLLI. STEPPING STONES. SEE LANDSCAPE PLAN FOR COLOR. FINISH. DETAILS AND SPECIFICATIONS. CONSTRUCT 6' CONCRETE DRIVEWAY. SEE LANDSCAPE PLAN FOR COLOR. FINISH. DETAILS AND ®SPECOICATONS. TF {E6A�� II M V•�/ L.L I.L Wa W Q CONSTRUCT PDOL./SPA SEE LANDSCAPE PIAN FOR COLOR. FINISH. DETAILS AND SPECIFICATIONS. II 27 CONSTRUCT DRIVEWAY APPROACH PER CITY OF U OUNTA STD. NO. 221. g p II O CONSTRUCT CURB CUTLET PER DETAIL ON SHEET 8. -MNG WNL PER GETNL ON SHEET 6. SEE LANDSCAPE PLAN FOR COLOR. FINISH 25. IDG 4X5. l5. FC {�,g II Q ®COHSIRUCT AND SPECIFICATIONS. { II II J Q Z CONSTRUCT PEDESTRIAN RAMP ATTACHED TO CURB RAMP PER DETAIL ON SHEET 3 AND C.B.C. O (2013 EDITION). _J...Q. _ © Ct2ISRRUCT 52 1NAX. AIM CURB/GUTTER PER DETAIL ON SHEET 6. II II m Z INSTAL SPLIT RAIL TRAP FENCE AND GATE. SEE LANDSCAPE PUN FOR COLOR. FINISH. DETAILS O AND SPECIFICATIONS. VIUA BLSDW 28 I4 PLEX - N II } Q PRIVATE STORM DRAIN UW ND" II 188. II J -F-^ _ ._ _. I.L O INSTALL TEMPORARY 3- SCH. 40 PVC DRAIN PIPE UNDER SIDEWALK (TO BE REMOVED UPON DEMOLITION OF MODEL SITE PARKING LOT). NTS II Z 11 INSTALL 4' JY EAGLE SDR 35 (ASDL 03034) PVC PIPE W/ RING-ITIE "NIS OR APPROVED O EQUAL (0.52 MIN.) I 7 I : *- ROUN GRATE OR SEE EQUAL O EIACIE 40 et 8 1B -(INSTALL FG 4813.0 (W INSTALL 4- ROUND BRASS GRATEQUAL�SEE DETAIL ON SHEET 8. EQUAL. TF {x.87 O 19 INSTALL 3' SCH. 40 PVC GRAIN PIPE. I GOLF PRIVATE SEWER AND WATER „ , -- T CART l Fc 3.0 (E) FG T.0- ' l -V -•-- - O CONNECT ro EXISTING 4' VCP SEWER UIFRAL WITH i TRANSITION COUPLER (VCP ro PVC) 7u _ I .__l "- IF.67 II 61 INSTALL 1' SON 35 ASTM D3034 SEWER LATERAL (22 MIN. CRATE) MM FIRINGS AS NECESSARY. - - -l. -1 --_ ._. _ - 70 T II 82 JOIN BLDG. POINT OF CONNECTION. SEE MMD40 PLUMBING PIAN. I y.• - ) I I 70 CONNECT TO IXSfING WATER ALTER WITH TRANSITION ATTINCS AS NECESSAAf.pp�� : _ AA _ INSTALL IN L ,' SCH. 80 PIC WATER SERVICE (30' M. COVEN) WITH ASSOCIATED FITTING AS NECESSARY. PTAH W AI MVATE WATEI'i/CSnEWEA f' II N G PLAN. LOT NO. O JOFILM, POINT OF CONNECTOR. SFE RIMMING PINMRIN Cp 5B LOT NO. JO II TOP PLATFORM T2•bN +. (SEE NOTES) I HANDRAIL PER C.B.C. FlG. NIB -1059 (FREE STANDING) FO. 118-36 (WALL MOUNTED) of I { {B 7 PC 491.65 (E) FG 489.7 (N� 179F�,g488.J3 NISI I / /s /s t -- - t a I 187 B 7.36 3' WHEEL GUIDE CURB PER C.B.C. il� _ fK.VRE 118-405.9.2 - 3' WHEEL GUIDE APER C.B.C. IIB-IOS.92 NOTE 496.68 v 50.302 / / t4)� -0/// 486.88 =48B Z FC 489.70 Q 491 � OF EACH RAMP AND RUN VARY. PEDESTRM RAMP ATTACHED TO CURB RAND 0' 5• 10 ,5' 20' SCALE 1'=5' PEDESTRIAN ACCESS RAMP PER C.B.C. FIGURE 118-405.7 PEDESTRIAN RAND ATTACHED TO CURB RAND NIS D41Sa.fely „ NBA,„ 5.o ME PRowcm_ro BE USED BUYM CURVE DATA LNC DATA �QPaFEDE 6BEq�i� BY WORKMEN IN ORDER ro PERFORM MEW WORK IN CONFOT00NG 'MTIII N0. PELTA RADIUS IE7lGM TANGENT NO. BEARING LENGTH �� c DIAL TOLL FREE LOCAL LAMS AND GOOD ��G PRACTIOM TMfl- Do - "7InMPT SEWER BACKWATER VALVE NOTE• m '/ I� TO SNOW ME EXACT LOGTON OF EVIXY IIfl1 WITION TIE HOUSE AND LOT. CI 900000 15.00 .23.58. /5.m LI N 80'5948- E 130.00 $ C43B80 . (-•800:-22/-2600, THEE PLANS SHOULD NOT BE RELRD UPON FOR MDSE PURPOSE. C2 11'2111 210.00 60.16 30.21 L2 .N.000011: W 45.00. ## INDICATE NG P BACNIYATEA VALVE RPE SIZE AT LEAST TWO DAYS CALFOftA WEST O TKXI) a u. ov�oo I1 W J1-.47 AND SM BUILDING PLAN FOR TYPE SIZE x 0' lo' loop.� 30' Io' BEFORE YOU DIG TIf SIG[IATkIaE @ POA WEST LS N 8939 { . E . ' 115.00 B!' A v 1 'v 5927 5927 PRIESTLY DRIVE SUITE 110 L8 N00 1f 'W 30.00 CepyFLBM 20!4 MEW CARISBAD. CA 92008 L7 N 01700,11- W 239.15 MRS Rlph R i 0• OF CAL\F� _:QW}•918j476B. _.. SCALE 1"=10' T_.OF.: SOLIRCR-CALIFORNIA --_.-. ..._. .._- __. ..._.-. - _ _ .. .... -. .. - PREPARED T OF BCE NO. DESOfffD B REVISIONs APPRaED �"� MSA COIVSULTEIJG, ING MARK T.B.M. NO.1 ELEV. 472.91 JSA CITY OF LA OUINTA, CALIFORNIA 3 PIARDRDto ■ CTVD. BNovanum O • LAND SVYVBTDNO C -NAL IN ACP NEAR WET PRO PENIY UNE PROD FROM 43BBO LOCATION„AT�a� DRAWN BY I�/_ TRACT MAP NO. 38537 -THE SIGNATURE i " suavEY JULIAN A BE U TOM DATE JS" ' I MODEL COMPLEX PRECISE GRADING PLAN LOTS 1-3,58-60 AND 94 34200 BOB Hoge DRIVE •RANCHO MflA� •'CA 92270 R.C.E 43880 CHECKED B OINY R� N, P.E. 1 6 TtLuRONB (760) 32OM •' PAX (760) 323.7893 - 'Z�• • .PUBLIC WT3a ECRM//CITY ENGINEER PRECISE GRADING AND PAVING JAB Tf.GE ISB13 FXPI0.E 12/3t/1µ PORTION OF S _I/2 OF 111E HE 1/4 OF SE 1 ♦ OF SEC. 21. T IFA R 7W, SJLELM. EE 1. MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. THE MAXIMUM VERTICIL RISE SMALL NOT BE GREATER THAN 30'. 2. ALL PLATFORMS SINAL NOT µ� EXCEED 1:12 (22) IN ANY + DIRECTOR. T 10 3. GUARDRAIL MAY BE REOUOED. SEE SECTION 113383.71 OF THE GLLIFORMA 13URDM COVE AO, W' 11 MEDIATE TURN NO PI (SEEEE NOTES) E) PEDESTRIAN ACCESS RAMP PER C.B.C. FIGURE 118-405.7 PEDESTRIAN RAND ATTACHED TO CURB RAND NIS D41Sa.fely „ NBA,„ 5.o ME PRowcm_ro BE USED BUYM CURVE DATA LNC DATA �QPaFEDE 6BEq�i� BY WORKMEN IN ORDER ro PERFORM MEW WORK IN CONFOT00NG 'MTIII N0. PELTA RADIUS IE7lGM TANGENT NO. BEARING LENGTH �� c DIAL TOLL FREE LOCAL LAMS AND GOOD ��G PRACTIOM TMfl- Do - "7InMPT SEWER BACKWATER VALVE NOTE• m '/ I� TO SNOW ME EXACT LOGTON OF EVIXY IIfl1 WITION TIE HOUSE AND LOT. CI 900000 15.00 .23.58. /5.m LI N 80'5948- E 130.00 $ C43B80 . (-•800:-22/-2600, THEE PLANS SHOULD NOT BE RELRD UPON FOR MDSE PURPOSE. C2 11'2111 210.00 60.16 30.21 L2 .N.000011: W 45.00. ## INDICATE NG P BACNIYATEA VALVE RPE SIZE AT LEAST TWO DAYS CALFOftA WEST O TKXI) a u. ov�oo I1 W J1-.47 AND SM BUILDING PLAN FOR TYPE SIZE x 0' lo' loop.� 30' Io' BEFORE YOU DIG TIf SIG[IATkIaE @ POA WEST LS N 8939 { . E . ' 115.00 B!' A v 1 'v 5927 5927 PRIESTLY DRIVE SUITE 110 L8 N00 1f 'W 30.00 CepyFLBM 20!4 MEW CARISBAD. CA 92008 L7 N 01700,11- W 239.15 MRS Rlph R i 0• OF CAL\F� _:QW}•918j476B. _.. SCALE 1"=10' T_.OF.: SOLIRCR-CALIFORNIA --_.-. ..._. .._- __. ..._.-. - _ _ .. .... -. .. - PREPARED T OF BCE NO. DESOfffD B REVISIONs APPRaED �"� MSA COIVSULTEIJG, ING MARK T.B.M. NO.1 ELEV. 472.91 JSA CITY OF LA OUINTA, CALIFORNIA 3 PIARDRDto ■ CTVD. BNovanum O • LAND SVYVBTDNO C -NAL IN ACP NEAR WET PRO PENIY UNE PROD FROM 43BBO LOCATION„AT�a� DRAWN BY I�/_ TRACT MAP NO. 38537 -THE SIGNATURE i " suavEY JULIAN A BE U TOM DATE JS" ' I MODEL COMPLEX PRECISE GRADING PLAN LOTS 1-3,58-60 AND 94 34200 BOB Hoge DRIVE •RANCHO MflA� •'CA 92270 R.C.E 43880 CHECKED B OINY R� N, P.E. 1 6 TtLuRONB (760) 32OM •' PAX (760) 323.7893 - 'Z�• • .PUBLIC WT3a ECRM//CITY ENGINEER PRECISE GRADING AND PAVING JAB Tf.GE ISB13 FXPI0.E 12/3t/1µ PORTION OF S _I/2 OF 111E HE 1/4 OF SE 1 ♦ OF SEC. 21. T IFA R 7W, SJLELM. EE M t.... §�'o Cn c_p v NDr51 V � O °ABn�raryDs=-(p1�e� r f� ��� Ar DW16913-31% � pZ�m��p �� 7y-( <Ifj ^�(Nr yPo SDry iZ � �10 131% �Ylti rn IpE fll �3° m° gp5i 0 0 0 0 6 JJJ R m K Iep mU E+ IlAdd mm p r x Y to (1 �� {6 m fl sir (py¢� $ Qe.. IAAA°9�k� � Aym °q" � s� � Si e -2 '� m mig; OHO RLQ O tgS��D��yoR � R lit pZ R E ro7gm fj 9 � 20 D Yy pDi fppl e L:O Dp �43Yq�q�0 p $ B �2 gQ Diaz O� v �Qz"_boS�5 i m In i H co SDI � L ^ O v m 3 R L sir e 0 p a r A r p l I I I v �, SHEET TM -E: CONSTRUCTION PLAN o� �w lO D PROJECT - THE SIGNATRURE MODEL HOMES I I I I I w ■ LA OUINTA, CA O O OO 0 O O AO (n�0 3 D mD r � A � � m F O � � O m Da�rSi � � a Z° OM � mg O y Z g � m m m 0 - y� m m O sy r r r� F m (((Q((p����� [ u 0 0 6 0 m a Iii fSf11 7�p rp= Iii 7�7i5711 III 7�7p IItnI Z � ig Iii gy=p OE IIS o'. III: < r O rtJl b Z 3 g m � � p7�jyA t11 O D m r 6i fW� g 8 0 D Am r °� w 3 v n S a a .flZgl w% r p =�o yy Zz F � � p r v 7m1 fii D_ 7m1 pUy (1 m p r O(71 �O q O m Ic = m m T S S Ovo p�2 i O g pA� 2 m X A g P yy @r yy P lil < to O I 3 y �,m r°p Q Om m D D� m ltrfn D S o mpm A Op (gypp m E pz A Ap Y� A A q O ]g Rj ,u IU Zi m y. D fi 3 I(p1Z flphG 03 3o . Q D Dm m gr A_ m A p F D Z m a D A y p l I I I v �, SHEET TM -E: CONSTRUCTION PLAN o� �w lO D PROJECT - THE SIGNATRURE MODEL HOMES I I I I I w ■ LA OUINTA, CA r c g � � N d� A' PRO.MCTT DIMENSION PLAN THE SIGNATRURE MODEL HOMES LA OUINTA, CA 13'-0' Or. GRANITE, 2k Q' BULLNOSE. GRANTIE TO BE SELECTED BY BBQ. DCS BRAND 36' GRILL DCS, SINGLE BURNER s SGB-131-13I-14 'Illl�� OU,ER S 0 6'-6' INSERT. MODEL 'BGB3680ARL SLAB GRANITE I'-6' CSTNTERTOP TO Be - 2'•4' - LANDSCAPE ARCMEM NC, 73081 EL PASEO, 9UIE 210 --- v 1 ' 2• �, - J .ti;,.. • t'� 6 a3 I --! ® - b 'i'. 3'-0' - _-ti^,°,�:: :..,::::: �:.::•. INSTALLED ON 3/4' DCX v SEDT. GRANITE TO 5E SELECTEOPD B7 OLLNER GRANITE, 2'x Q' BULLNOSE. GRANTIE TO BE SELECTED BY OWER 6' CMU STRUCTURE, GROUT SOLID 03 MBAR a 24' H O.C. EAC44 WAY. V4' CEMENT PLASTER TO MATCH RESIDENCE. SEE PLAN FOR MATERIAL. g•_2• a EO. L EQ BBQ. DCS BRAND 36' GRILL INSERT. MODEL W-A3360QARL SLAB GRANITE COUNTERTOP TO BE INSTALLED ON 3/4' DCX SUB TOP, GRANITE TO BE SELECTED D7 QUNER GRANITE, 2k 11' 51LLN09E. GRANTIE TO BE SELECTED BY OUNER 6' CMU STRUCTURE, GROUT I SOLID UTu 3 REBAR • 24' OC. EACH UAY. I SEE PLAN FOR MATERIAL. PALM DESERT, CA 92280 0180) 588-3824 ()W) 773-5�5 FAX E-MAIL,fgSK 00111 114 V, y DCS. • OP 42 CEMENT PLASTER TO MATCH RESIDENCE. \ \ \'�\ . • n n. / CONCRETE FOOTMG \�'�\ PLU•IB GA9 LINE FOR BBQ. GAB SHUT OFF VALVE B7 CONTRACTOR. I : 1 CONCRETE FOOTW. ,., ---- PLUMB GAS LINE FOR 55Q GAB &IOFF VALVE BY v� J 6 O SECTION 1/2"• 1'-0" NOTES, SEE STRUCTURAL DETAILS ON CONTRACTOR NOTE& SEE STRUCTURAL DETAILS ON SFEET 9-I Q W Q 0 BBQ SCALE: 1/2' =1'-O° BBQ SCALE: 1/2' =1'-O' O `v m Q'- 1AIN ALL WOOD U/ 0 ` w (•TRANSPARENT STAIN, 2 S. COLOR TO MATCu ILDING TRIM. CONTRACTOR T BMIT SHOP DRAWNGS TO 1 v _ O APE ARCHITECT Or-APE FOR PPROVAL PRIOR TO g t�' CATION. FIXTURE. FOCUS BRAND9.-99-ALUMIMO UUBLK FINISH.PH. 949-590-1390W-4'a It 9 •2 550. DC9 BRAND 36' GRILL O U EQ EQ. INSERT. MODEL I3GI336BQARL eU 3'•0' ..¢.......... ........................... . ................. �,.. m 0 a _ iO - A �s�: - I I , ................................... ----...------•• • ..;---. -. SLAB GRANITE I CSTALLE O 30 BEF—T SSE. DC9 DEL-8 36' GRILL IS36EQAF 6' INSTALLETop,D ON ITE DCX INSERT. MODEL 9GB36BQARL SUBa SELECTED BY GRANITE TO H• BLAS GRAM TE COUNTERTOP TO BE INSTALLED ON 3/4' DCX OUTDOOR DUPLEX OUTLET SUB TOP, GRANITE TO BE • ,w:• ,p,;.,.y_- © © I?ri. y^-•^a'•;� SELECTED B7 OUNER SUTC 4 FOR LIGHTS `y`.i?k:ti2iie = l:i.i>.'"v •`.; e o .,,_� ti�%' `,�. a _ �.,:,. Y.' CEMENT PLASTER TO GRANITE. 2S. Q' BULLNOSE. MATCH ARCHITECNRE. I GRANTIE 10 BE SELECTED BY f DC9 TOTER DRAUER OUlER DC9TTRe, S0. Sila1C REBAR74 '� - Y .� /� 9H BIN •TBT20 IE 014 3 O.G. EACH IWIY. -` W kC w i FG. FG \ SEE ILMI FOR MATERIAL. SPECff9CAT10N3 X1550 A DETAIL - ELEVATION NOTE SEE STRUCTURAL DETAILS �c1 SECTION SHEET 9-I p � CONCRETE FOOTING T- � SWT aFF LINE sBY CONTRACTOR SHEET eoac� PROJECT MANA(3E3i TM( DRAW" TM M RR� T N I 4=/ 1-=/rt:.iC� K O N� PRRi4. — DATE: 5/23/14 DC9 SINGLE --R 9, £IGS-131-BI•N - Q X Q CORRAL; ' - y. 7' 3'_0' _ sLAe GRANITE - -- COUNTERTOP TO INSTALLED ON 3/4' DCX SUB TOP. GRANITE TO BE SELECTED B7 OURNE - .� _• - _ - SCALE, PPEDETAIL REVISIONS+ r. LANDSCAPE ARCMECT 1 REViSI0N9 12/17/14 T11A - BBQ DC9 BRAND 36' GRILL INSERT. MODEL 901336BOARL - _ - - r- --- ® -----� - n r,I GRANITE, 2'x Q' BULLNOSE. GRANTIE TO BE SELECTED BY y - - I I ' 0 1 10x10 CORBALI;,CMU 1 1•� ' OWER- STRUCTURE. GF2Oli SOLID UTH 3 REBAR • 24 ' CONCRETE`�a' - J o I; ---- O.C. EACH WAY. SEE PLAN FOR MATERIAL FOOTING Y''• < PATIO p USCALE: NTS I\ PAVRJG SHEET NO ./-0ID10' CONCRETE FOOTING '� r PLUMB GAS LINE FOR BBQ. GAS9HUf CFP VALVE BY CONTRACTOR -` '�_____________'-{�••__.: - N MODEL •49.9908 DUCTILE IRON PANEL, DOUBLE U FACED. 13-IR' , 2l' N, 6B8 LBS. AVAILABLE I —2-O3 THROUGH KING ARCHITECTURAL METALS. 800.942-23, INIE350 SCALE: 1/2' =1'-O° O DEGORATIVE &GREEN SCALE: 1/2° =1'-O° GENERAL REQUIREMENTS 1. Work performed shall comply with the following: 2. These General Requirements unless otherwise noted on plans or spe,e flcations. 3. Building Code -WC 2013 4. All applicable local, State and Federal Codes,Ordinances, laws, regulations and protective Covenants governing the site of work. S. Standard Speciflcatlons of ASTM az noted herein and as required by the Building Code. 6. All work needs to be performed by qualified and experienced contractors familiar with this type of Project. 7. Incase of conflict, the more stringent requirement shall govern. 8. On site verification of all dimensions and mnditbns shall be the responsibility of the contractor and subcontractors. Noted dimensions take precedence over sole of drawlngi. 9. Engineer or architect of record is to be notified Immedlately by the ammeter should any question arise or any discrepancy be found pertaining to the working drawings and/or specifications. 10. No deviations from these requirements and structure) details shall be made without the written approval of E.O.R.. Approval by the Inspector does not constitute authority to deviate from plans or specifications 11. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc, Is the sole responsibility of the contractor, and has not been considered by the architect or engineer. The contractor is responsible for the stability of the s rt tture prior to the application of all shear walls, roof and floor diaphragms, and finish materials. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the archNect or structural engineer shall net Imply the assumption of any responsibility In this regard. The builder has requested, contracted with and Is compensating E.O.R. for the limned services of providing the minimum stmttu2l engineering drawings required, when combined with the other builders' consultants drawings, to obtain a building permit for this project. These drawing, are not intended o, nor do they detail all conditions, Identify all materials, or define or limit the supe ot work required W complete the project. The builder has requested, accepted, and represented that the he will select all materials and manufacturers, quality and select all Installers, direct all =and means of construction, and provide all subcontractors additional Information, above and beyond these drawings, required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted Industry standards. 12. Special inspection per Building Cade Sec1704 Is required & applies to the types of work indicated on sheet GN (Note: Special Inspectors qualification and responsibilitles should comply with Building Code Section 1701 Requlmments) 13. Structural analysis for this project Is done per applicable Building Code at the time of design considering standard of ore. 14. Upon completion of above by the engineer & prior to start of construction, contractor Is responsible to check all dimensions, coordinate with the work of other consultants & other trades to ensure compliance with his/her requirements. IS. E.O.R. shall haw no liability for waterproofing or moisture transmission Issues, whether related to concrete slabs, footings, foundations, or otherwise. Owner, Soils Engineer and Contractor shall be entirely responsible for such issues, and will defend and Indemnity E.O.R. agalnst all such claims. DESIGN CRITERIA 1. SOILS Foundation engineering has been predicated on data and recommendations contained In the sells report by. GEOCON WEST, INC; project No. T2572-22-01, Dated: December 20, 2013 Soils Bearing Capacity ^ 1500 psf (Min, value per 2013 CBC Table 1806.2) 2. LATERAL LOADS: Ocoupaney Category: II Seismic Design Category:D Wind Speed: 110 mph Seismic Importance Factor (1)= 1 Wind Exposure: C Site Class= D Ss: 1.50 Soo: 1.00 _ Szn 1191. But! 8.61 Seismic Force Resisting System: Cantilever Columns 3. DESIGN LOADS: Troth: Dead Load =10 psf U.N.O. Live Load =10 pat 4. LUMBER GRADES ( U.N.O. ) 6x & 8x posts /beams / headers: DFL p1 4x /beams/headers: DFL R2 2. oasts / rafters: DFL a2 Sods: D.F.L. Stud Grade (up to 9'-0"). DR 02 (taller than 9'-0") Top plates & Mud sills: DFL anstmctbn grade or better See structural wood note 011 for additional mud sill requirements S. TYPICAL FLOOR SHEATHING 23/32" APA rated Sturd-1-Floor T&G Exp 1 with min. span rating of 24" o.c Refer to NER 108 for Installation and condhtorK of use B.N.:IDd common malls at 6" o.c E.N.:10d common nails at 6" o.c F.N.:10d common mils at 12" o.c Use ring or screw shank mils and glue sheathing to framing using adhesives meeting APA specification AFG-01 or ASTM D3498. Apply glue In accordance with manufacturer's recommendations. As an alternate to 10d common nails, the following fastners can be used: Grabber plywood screws (ICC -ER -5280), or Simpson Strong-TI6cS., e quick drive screws (ICC -ER -1472), min 2' long @ ' o.B @ 6' o.c E.S. and 12'a.c FS. 'G.TYPICALROOFSHEAMING 15/32" APA rated sheathing Exp 1 with a min. panel Index of 32/16. Refer to NEP 108 for Installation and condidom of use. B.N.:Bd common all at 5" a.c E.N.:8d common mil at 6' 0.1 F.N.:8d common roll at 12' o.c "Note: All structural rated Panels must be stamped by one of the following approved agencies, APA PFS/rECO or Pittsburg. SHOP DRAWINGS 1. Sufficient copies of shop drawings for any member or produce designed by entity other than E.O.R. shall be submitted to E.O.R. prior to fabrication for review. Contractor shall submit shop drawings of reinforcement for concrete masonry wells, concrete components with compresslve strength more than 2500 psi and structural steel to E.O.R. to review and obtain approval prior to fabrication. Shop Drawings shall be original drawings prepared for the project specific Information, drawn accurately to scale. Direct copies and modified reproduttlam of the Contract m Docuems will net beincepted. Allow sufileerlt time from the receipt of omplete submittal for review and processing by E.O.R. 2. Review of shop drawings by E.O.R. data not relieve the engineer responsible for the design or the contractor from compliance with Building Code. 3. E.O.Rs review of the shop drawings consists of checking general conformance with structural drawings. Design accumcy of such produR dlmensbns and quantity of the product Is net reviewed by E.O.R. GENERAL REQUIREMENTS SHEET INDEX GENERAL L All structural steel materials and construction shall conform to the requirements specified in Building Code, Chapter 22 & Reference. MATERIALS Z Steel shall be primed with a rust resistance to lstance primer &should confoASTM A36 (W6W)az a minimum, unless otherwise noted. All W shapes to be ASTM A992. (fv_S0 ksl) 3. Steel pipe shall conform to ASTM A53, Grade 8(FW35 ksil. 4. Round HSS tubing shall conform to ASTM A500 Grade 8(Fy=42 ksl) S. Rectangular and square HSS tubing shall conform, to ASTM AS00, Grade B(Fy-06 toll. 6. All si uctuml welding procedures and materials shall conform to Building Code, Section 2204.1. All welding shall be by the shield metal arc welding process or the submerged arc welding process using E7OXX-1ow hydrogen electrodes, unless otherwise rated. 7. All boles for connections of steel members shall onform to Building Code, Section 2204.2 & ASTM A325N, unless otherwise noted. Holes for bolts should be drilled or punched & shall be 2/16' larger than bell diameter. 8. Prefabricated steel moment homes per manufacturer. Steel moment frame manufacturer shall submit shop drawing, design calculations, and approved moment frame test report (ICC, IAMPO, or test per Appendix S of AISC SEISMIC PROVISION) to E.O.R. for review. WELDS 9. All shop welding and Fabrication must be done In a shop approved by a special Inspection agency which is approved M the Building Official. All field welding must be performed by a certified welder and a special Inspector shall continuously Inspect all structural field welding. Both shall be approved by the Building Official. CONCRETE MASONRY GENERAL 1. All concrete masonry materials and construction shall be in accordance with Building Code, Chapter 21. MATERIALS 2. All materials making up finished concrete masonry constr melon shall conform to standards required by Building Code Sec 2103. 3. Mortar shall be type M or S as applicable and conforming with ASTM C270 and shall be proportioned per Article 2.1 & 2.6A of Specification for Masonry Structures (TMS 602-11/ACI 530.1-31/ASCE 6.11). 4. Grout shall comply with Article 2.2 & 2.6 of TMS 602-11/ACI 530.1.11/ASCE 6-11 and shall attain a minimum compression strength at 28 days of 2000 psi or the required compression, Pm, whichever Is greater. The compressive strength of great shall be determined In accordance with ASTM C-1019. S. Concrete masonry units shall conform to ASTM C90 for load bearing concrete masonry units. Concrete brick shall conform to ASTM CS5, Specifications for Concrete Building Brick. 6. Grade N concrete bricks are for use as architectural veneer and facing, limited to in exterior walls. 7. Grade S concrete bricks am for general use where moderate strength and resistance tofrost action and molsture penetration Is required. STRENGTH 8. The specified compressive strength of masonry, Pm, shall be 1500 psi, unless noted otherwise. DEFERRED APPROVAL: 1. Elements of structure that are marked"by others' shall be excluded from this work permit. 2. General contractor shall first submit separate drawings for the above elements to the EOR for their review and if approved, then submit to the building officials for their review and approval. 3. Ory approval shall be obtained prior to installation of element subjected to deferred approval. MISCELLANEOUS 1. Grout under base plates shall be non -shrink type and shall haw compressive strength equal to or greater than the concrete or masonry supporting it. 2. All grade beams shall be poured monolithicallyfor their entire length. 3. All reinforcing to be accurately and securely located prior to pouring concrete or grouting masonry. 4. All horizontal reinforcement to have matching dowels at corners of walls. All vertical reinforcement o haw matching dowels to footing unless otherwise noted. 5. SHEET ROCK ON FRAMING Stacked sheet rock loading shag be limned to the following quantities In any am room: 5/8": 161nd1v It :4x10sheets I8 palm of sheets) 1/2': 201ndividw 4x10 sheets SO palrsof sheets) The shoring of the floor supporting stacked sheet rack is required if the numberofsheetrock exceeds the quantities listed above. 6. Automatic sprinkler system specification & details by others 7. The contractor Is responsible for taking measures to mitigate the effects of building shrinkage In structures consisting o(3 or more stories of wood Named construction. At an alternate, use kiln dried studs for op plates & sole plates of: The lower 3 levels of S story bldg,. The lower 2levels of 4 story bldg,. The lower fit me level of 3 story bkfgL REQUIRED SPECIAL INSPECnONS IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WriH SEC 1704 OF THE CALIFORNIA BUILDING CODE. ITEM REQUIRED REMARKS SOILS COMPIANCE PRIOR TO FOUNDATION INSPECTION YES STRUCTURAL CONCRETE OVER 2,500 PSI YES FIELD WELDING N/A HIGH STRENGTH BOLTS N/A EXPANSION/EPDXY ANCHORS N/A STRUCTURAL MASONRY N/A MOMENT FRAMS/CONNECTIONS N/A PERIODIC SPECIAL INSPECTION IS RF,QUIRED FOR NN UNG, BOLTING, ACHORIND AND OTHER FASTENING OF THE COMPONENTS WITHIN THE SEISMIC -FORCE -RESISTING SYSTEM INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG SMUTS, BRACES, SHEAR PANELS AND HOLD-DOWNS SPECIAL INSPECTION percentage CHART FOR NAILS 9. Special Inspection for conerete masonry construclon shall be cabled out In accordance with STRUCTURALWOOD Building Cade Section 1700 and requirements In Special Inspection tables on sheet GN.Masonry MINIMUM QUALITY compressive strength, I'mn a shall ib wdned di g C strength method or Prism test method prior to and during construction as described In Building Code, Section 2105. 1. All structural wood shall be of Douglas Fir larch species, (19% maximum moisture content a the � PURPLE time o1 constroc ion U."0.). REINFORCED CONCRETE 2. All machine bolts shall conform to ASTM A307. Hales for bolts should be drilled 1/16' larger than bele diameter. GENERAL 3. For nonahear wall applications, round washers shall be used on all boles and should osdorm with L All reinforced concrete materials and comtructlon shall conform to Building Code, chapter 19. ANSVASME B 1&22.1. Use min. 13/8' 0 x 7/64' thick washer for 1/2' B bolt,13/4" 0 x 9/64' 7. TOP PLATE TO STUD, END NAIL................................................................................................2-16d thick washer for 5/8' 0 bole and 21/2" 0 x 11/64' thick washer for )," 0 bQIL U,N,O. MATERIALS I. ,Ut.,Ib xhall be sinker rata and Slallgerea U.N.U., except as shown In Nailing Schedule. L (.amen[ snall WMINIA bb Section 1903 of Building Code and shag correspond to that on which the 5. Adhesive used to attadl floor sheathing to framing elements shall conform with APA speelgcation selection of concrete pmportions were based. AFG-01. 3. Concrete aggregates shall conform to Building Code Section 1903. & Manufactured hardware specified an the dmwhW are to be Simpson Strong Tie (Unless 4. Portland cement shall be with soil spedfically authorized in writing by E.O.R. Consulting Group). Follow ail manufacturefs containing sulfate Soaa0.1%byweight use Type 11 cement containing sulfate So t 0.2% by welght userrpe V cement Weigh of So shall be r soils repot Refer to Section 1900 of the requirements& recommendations for Installation& handling of the produce. 7 Do not bend the Simpson PA straps. Building Code for special exposure conditions azrequired by soils engineer &see corrosion 8. Fasteners specified an the drawings maybe engine's recommendations for concrete mpn%M W corrosive ch monts. colored using manufacturer's brands that S Reinforcing steel shall conform to ASTM A615. Grade 40 for sites a3 and 04 and grade 60 for utilize the color coded system. Follow all sites RS and large, code and manufacturer's requirements/ 6. Dowels shall be equal in sire and spacing. recommendations for Installation III handling STRENGTH of the products. 7. The (28 days) conerete compressive strength, Pc, shall be min 4000 psi type 11 cement U.N.O. with maximum 0.5 water/cement ratio. & The 128 days) concrete compressive strength, PS for concrete In contact with soli with weight percentage of sulfate (SoJ a 1.0 shall be 4000 psi, and with welght percentage of sulfate (So4)a 2.0 shall be 4500 psi. Special Inspection Is not required. 9. Special Inspection Is required for concrete with Pc> 2500 of unless the use of concrete with Pc> 7500 psi Is solety for Item p8 above. 10. All reinforcing, dowels, holdowns, and other Inserts shall be secured In position and approved by the local building official prior to the pouring of any concrete. IL Min. concrete cover for reinforcing: a- Concrete, placed against earth rat formed -3' b- Concrete Formed or troweled -2- c- Walls 2"c-Wells and curbs -11/Y d- Stab on grade at renter 1, f t a nDn IaoX Ij}L CROS.41F Pm1W �� J carr om�im�ii NL®ottwu.N wccma orteor iwnr�. OR _t -t..- No IBD' BEND BEND W BEND t a".p�ir am 7 T,�/ a arery LAP SPLICE �wrx�mn�iemt��cv� a� nwrvromcrrxmimoerta swcq TYP. REINFORCING DETAILS COLOR STRUCTURAL CHART FOR NAILS 1. JOIST TO SILL OR GIRDER. TOENAIL..........................................................................................3-8d TYPE OF FASTENER Bell Cooler be Common I6d Short IOd Common 1.2d Common K(16d Sinker) 6d Common SU& DIAMETER 23/8X.113 21/2X.131 31/4X.131 3X0.148 31/4X.148 31/D(.162 COLORS YELLOW BLUE BLACK PURPLE GREEN RANGE COM MON I6d pod fid ltid pod 8d 0.148 0.12 0.113 0.162 0.148 QL31 - I • � 11 FRAMING 9. All framing, bracin& nainn& notching, drilling or boring shall be In accordance with Building Cade unless more stringent requirements; are Ifiedw required the local Jurisdiction. nge rep spec rep by 10. Fasteners in contact with preservative treated lumber and fire retardant treated wood shall be of hot-dippedtlnc-dated galvanized steel stainless stets siDcon bronze or 8 copper. Exception: Plain orison steel fasteners In sbx/dot and zinc borate Dreserva0ve-treated wood In an Interior, dry environment shall be permitted. 11. Structural Information shown on Framing plans Is far the main structural elements. Non-structural elements shall be constructed per approved code requirements. 12. Conventional light framed cottstruction requirements of chapter 23 should befollowed required. 75'-0"Centers (MAX) x 1/2" PREMODELLD EXPANSION JOINT FILLER & SEALANT. INSTALL PER MANUFACTURER SPECIFICATIONS Bonded End 1' In. Depth coulking PLAN r- CMU BLOCK WALL 75'-0"Centers ELEVATION STOP ALL HORIZONTAL BARS @ JOINT - CMU BLOCK WALL 6' SMOOH DOWELS @ ALL HORIZONTAL BARS ONE END WRAPPED W1 TAPE & COATED W/ HEAVY DUTY GREASE TO BREAK BOND Pok BLOCKS ADJACENT TO JOINT NOTE: -THE FIRST EXPANSION JOINT SHOULD BE NO MORE THAN 1/2 A EXPANSION JOINT SPACING. -EXPANSION JOIST TO BE MINIMUM 3 FT. DISTANCE FROM EACH SIOE OF OPENING -HORIZONTAL REINFORCEMENT CONTINUOUS THROUGH JOINT ONLY AT LEDGER OR LINTEL EXPANSION JOINT DETAIL RAC ER RDO& JWRSENANT. CONTROL JOINT �-- AODrom VEA ATTOPOF WALL ""ONE"Hu carma. Joerr. MINIMUM ==.F=' LFn A/m SFJ1ANT ,.�K woww PER ARCHmyTS.FTiOM BVSFERW Et TOP OFTE WNl1p TIE TDam14TEH m TOP OF FOOINGPEA REPaORCEiENIri%a tl4NUFIL1UPBt9 CONTROL JW. 9iCFIGTKN _ TYPICAL CONTROL JOINT COMROLJOIJTSa" Be LBE B4rJ®i ROD& sfN @No KAX UN.D MIT NAM. ADDIT )N& VOtIGI MROIIFJMSi'6rs [OlOItd JW1T. P BNtSddm wNl SECIM, TYP. CMU WALL CONTROL JOINT DET. JV IV UHT LJunIVI i r DAYLIGHT DETAIL GN - General Notes & Requirements. S-1 - BBQ Detalls(Corresponds to The Signature tot 58 & 59 Sheet L-2.03) i 24" LAP a__ &DD. t4RPLA0nOIJPIDIG 24' LAP MIN. NAILING SCHEDULE CONNECTION NAILING 1. JOIST TO SILL OR GIRDER. TOENAIL..........................................................................................3-8d 2. RRIDGING TO JOIST, TOENAIL EACH END ........................... _..................................................... 2-0d 3'1" X 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL........................................................2.8d 4. WIDER THAN 2" X 6" SUBROOR TO EACH JOIST, FACE NAIL.................................................38d 5.2" SUBFLOOR TO JOIST OR GIRDER, BUND AND FAQ NAIL................................................2.16d 6. SOLE PLATE TO JOIST OR BLOCKING, FAQ NAIL......................................16d (BOX) AT 16" O.C. SOLE PLATE TO JOIST, AT BRACED WALL PANEL ................................. _... (3116d (BOX) PER 16- 7. TOP PLATE TO STUD, END NAIL................................................................................................2-16d 8. SND TO SOLE PLATE ...... ...................................................................................... 4-8d. TOENAIL OR -- 7X SOLE: 2.164 3X SOLE: 2-20d(BOX) 9. DOUBLE STUDS. FACE NAIL ................................ _......................................... 16d (BOX) AT 24' D.C. 30. DOUBLED TOP PLATES, FACE NAIL...............................................................16d (80)0 AT 16' O.C. DOUBLE TOP PLATES LAP SPUC.................. .......................................................................... A -16d 12. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL.....................................3-Bd 12. RIM JOIST TO TOP PLATE, TOENAIL............................................................................8d AT6'O.0 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL...........................................................2-16d 14. CONTINUOUS HEADER TWO PIECES .............. ......... ......... ... ...... .................. AT ' ...LONG 16 O.C. ALONG FAOI EDGE 15. CEILING JOISTS TO PLATE, TOENAIL..........................................................................................3.811 16. CONTINUOUS HEADER TO STUD, TOENAIL............................................................... __............ 4 -Bol 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL..........................................................3-16d 18. CEILING JOISTS TO PARALLEL RAFTERS, FAQ NAIL...........................................................})fid 19. RAFTER TO PLATE, TOENAIL.......................................................................................................3-8d 20. 1' BRACE TO EACH STUD AND PLATE, FACE NAIL ............_..".................................... _........... 2-8d 21.1" X 8' SHEATHING OR LESS TO EACH BEARING, FACE NAIL.................................................3-Bd 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL._" ........... _..................... _.3.8d 23. BUILT-UP CORNER STUDS........................................................................................IW AT 24" O.0 24. BUILT -DP GIRDER AND BEAMS....................................................................20d AT 32" O.G AT TOP AND BOTTOM AND STAGGERED 2-2od AT ENDS AND AT EACH SPLICE 25.2" PIANKS...............................................................................""................2-I6d AT EACH BEARING NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.) 2. JOIST CAN BE EITHER SAWN LUMBER OR F10LST PER PIAN RASTRUCTURAL ENGINEERING, INC. REZA ASGHARPOUR P E 77570 SPRINGFIELD LANE, SUITED PALM DESERT, CA 92211 PHONE: 760-360-9998 FAX: 760-360-9903 EMAIL: REZA@RASTRUCTURAL. COM PROIECT NAME: THE SIGNATURE LOT 58 & 59 A.B. ANCHOR BOLT ABV. ABOVE BICG. BLOCKING BLW. BELOW BM. BEAM R.N. BOUNDARY NAIL B.W. BOTH WAYS C.I. CEILING JOIST COL. COLUMN CONIC. CONCRETE CONT. CONTINUOUS DBL DOUBLE D.F. DOUGLAS FIR DIA DIAMETER (E) EXISTING EW EACH EACH WAY E.N. EDGE NAIL F.G. FINISH GRADE F.J. FLOOR JOIST FL. FLUSH F.N. FIELD NAIL F.P. FULL PENETRATION PTO. FOOTING A GGAUGE GALV. GALVANIZED GLB. GLUE -LAMINATED BEAM GRBM. GRADE BEAM HDR. HEADER K.P. KING POST L.V.L. LAMINATED VENEER LUMBER M.B. MACHINE BOLT (N)NEW N.G. NATURAL GRADE OIC ON CENTER PER. PARALLAM BEAM P.T. PRESSURE TREATED REINF. REINFORCING RE09 REQUIRED RR.ROOF RAFTER V.I.F. VERIFY IN FIELD DESIGNER: RGA LANDSCAPE ARCHITECTS DEVELOPER N/A ADDRESS: PGA WEST, LA QUINTA, CA REVISIONS NO. I DATE I DESCRIPTION SHEET NAME GENERAL DETAILS & NOTES PROIECT NUMBER: 150432 DESIGNED BY: CHECKED BY: RA RA soon tea '1NO. C67613 toe too- Os/wN `li CIV1\ d2 a vf� PLOT DATE 04/23/1015 SHEET NUMBER: F R=� STRUCTURAL AENGINEER NG, INC REZA ASGHARPOUR. P.E. _..77570 SPRINGFIELD LANE, SUITE D PALM DESERT, CA 92211 PHONE: 760-360-9998 'THIS DETAIL CORRESPONDS TO DETAIL: 0 FAX: 760-360-9903 ON SHEET L-2.03 EMAIL: REZA@RASTRUCTURAL. COM NOTES: PROIECT NAME DELORPTN'S PEEN PER AMSC" THE SIGNATURE -OECORATNTS PER DE ORAIVE SCREEN "N`4FTWIN """"�' LOT 58 & 59 . CONIECIION OECORATNE TALL) TO STEEL CO W Y N SY C TNERS • REFER TO ARCIOTECRIM SHEET 1.8.07 FOR A.B. ANCHOR BOLT MORE INFORMATION ABV. ABOVE BK'G. BLOCKING - BLW. BELOW BM. BEAM Imxlmavmr.fpp10gpA WinO°� B.N. BOUNDARY NAIL 'q+ I pp1P B.W. BOTH WAYS CJ. CEILING JOIST COL. COLUMN CONC. CONCRETE COM'. CONTINUOUS DBL DOUBLE D.F. DOUGLAS FIR DIA. DIAMETER `( I (E) EXISTING I E.W. EACH WAY _ ITrf E.N. EDGE NAIL F.G. FINISH GRADE F.J. FLOOR JOIST c FL. FLUSH F.N. FIELD NAIL a=a,Oc - � � F.P. FULL PENETRATION N YOIxrA -O+r Oc- - m FTG. FOOTING FAa FIB GA GAUGE x GALV. GALVANIZED O .pgrm _-9 GLB. GLINF-LAMINATED BEAM xromo[xpromxm ' I n GR.BM. GRADE BEAM 'a0 MDR. HEADER rm.. urTwH �• I I d K.P. KING POST BIELI al4 PurE ' I L.V.L. LAMINATED VENEER LUMBER —)- M.B. MACHINE BOLT (N) NEW 7' N.G. NATURAL GRADE O/C ON CENTER PSL PARALLAM BEAM P.T. PRESSURE TREATED Ir TIrso. REINF. REINFORCING REDD REQUIRED RR. ROOF RAFTER FLAGPOLE FOOTING DETAIL V.I.F. VERIFY IN FIELD DESIGNER. RGA LANDSCAPE ARCHITECTS *THIS DETAIL CORRESPONDS TO DETAIL: M ON SHEET L-2.03 DEVELOPER: Lorna I , � WA sn ARmE� I usn . NNW p1. mrr� ` u cl SrrRA�. frf04f b NxavR I � to o el ADDRESS: PGA WEST, LA OUINTA, CA M;Inx>:xPo7x � I � - IT I REVISIONS P o NO. DATE DESCRIPTION *THIS DETAIL CORRESPONDS TO DETAIL: M a" ON SHEET 1.-2.03 MF" rF9 i w�R • Orx � � II ' A 0 � FEn BAN Tar ZO T O OR EVdO' ARGofECTUPA WINSHT BFAM woroc AS Ocrm ° N IRAN ®. DErAIL'B• POST TO FOOTING AT DECK SHEEP NAME xi®Na•NgIDN � BBQ DETAILS -. FOR RAFTERS I CONNECTION DETAIL 5 'THIS DETAIL CORRESPONDS TO DETAILS: K, LM & N ON SHEET L-2.03 *THIS DETAIL CORRESPONDS TO DETAIL: M PROIECT NUMBER: ON SHEET L-2.03 150432 CMU WALL DETAIL DESIGNED BY: CHECKED BY RA RA c xacn, - `1N0. C6T613 `� �. ae�pA7 `F1�2 CAL' A' a PLOT DATE 04/23/2015 SHEET NUMBER: