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BOTH2014-001478-495 CALLE TAMPICO ' LA QUINTA, CALIFOkNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: DBCA INC 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 BOTH2O14-0014 81540 BAFFIN AVE 767710036 STEEL TRELLIS 17,000 SQ FT $14,000.00 D Q 0 LDECI 1O14 CITY OF LA OUI61TA COMMUNITY DEVELOPM6DcPARWENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: License No.::LIC-0104804 y pate: D Contractor 7 OWNER -BUILDER DECLARATIO I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, Improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/18/2014 Owner: 1AMES LIPPMAN 317 N ROCKINGHAM LOS ANGELES, CA 0 Contractor: DBCA INC 000TSIDE CITY LIMITS LA QUINTA, CA 92253 (760)393-5270 Llc. No.::LIC-0104804 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 subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith /comply with those/prrovissions. ba te: A�11e l Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATIONL@VERAGE 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 a above - mentioned property for inspection purposes. c Date: Signature (Applicant or Agen FINANCIAL INFORMATION y D6�CRIPTION -a' �' *�» X ': ACCOUNT �jr'.-� �QTY t AMOUNT �' ' PAID • PAIDIDATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 s•:� ,^ PAID BY, ' METHOD "` t RECEIPT;# r '; CHECK # CLTD BY; Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 DESCRIPTION .a: _ 'wACCOUNT,- r CITY -AMOUNT} - PAID PAID, DATE PATIO COVER, DESIGNED 101-0000-42404 0 $133.43 $0.00 PAID, BY r ;:METHOD'' RECEIPT# CHECK # CLTD,BY..` {'-D.ESCRIPTION?, ., ' a ; X ..r <,; , :A000UNT R%.,"' '.QTY AMOUNT `.',= t "i PAID' — PAID DATE PATIO COVER, DESIGNED PC 101-0000-42600 0 $168.24 $0.00 PAID 'BY ,z,'. y u i,1 p Y ;, �° ` `• METHOD _-: RECEIPT # CHECK# , CLTD BYt ". Total Paid forPATIO COVER / COVERED PORCH / LATTICE $301.67 $0.00 1'DESCRIPTION":'l ACCOUNT ' r - :QTY AMOUNT"s , " PAID Y _4 PAID DATE SMI - RESIDENTIAL 101-0000-20308 0 $1.82 $0.00 ;i PAID BY METHOD RECEIPT # _ *CHECK # • CLTD BY Total Paid forSTRONG MOTION INSTRUMENTATION SMI $1.82 $0.00 TOTALS:04r 00 SII 11 Description: STEEL TRELLIS 17,000 SQ FT. Type: PATIO COVER Subtype: Status: APPROVED Applied: 11/20/2014 PJU Approved: 12/16/2014 JJO Parcel No: 767710036 Site Address: 81540 BAFFIN AVE LA QUINTA,CA 92253 Subdivision: PM 36300 Block: Lot: 2 Issued: Lot Scl Ft: 0 Building Scl Ft: 0 Zoning: Finaled: Valuation: $14,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 8' X 32' STEEL TRELLIS PER ENGINEERED PLANS. 256 SQ. FT. r -Process-Summary o s; Y yy4-x G- r 11 Applied to Approved t' zws.:44 ADDITIONAL CHRONOLOGY F, CHRONOLOGY TYPE. '`t w:STAFF,NAME '" ' ACTIOMDATE COMPLETION'DATE �, —.-NOTES PLAN CHECK SUBMITTAL PLAN CHECK RECIEVED JIM SAID DO NOT SEND OUT IN PHILIP JUAREZ 11/20/2014 11/20/2014 RECEIVED HOUSE. PUT ON CASE DESK FOR PROCESSING. TELEPHONE CALL JIM JOHNSON 12/16/2014 12/16/2014 CALLED RICK MILLER THAT PLANS ARE READY TO ISSUE CONDITIONS CONTACTS a` NAME•TYPE �U 77 NAME ADDRESSI - CITY STATE , ZIP ,PHONE , ``-� 'FAX ; EMAIL r, t _ - APPLICANT DBCA INC 0 OUTSIDE CITY LIMITS LA QUINTA CA 92253 CONTRACTOR DBCA INC 0 OUTSIDE CITY LIMITS LA QUINTA CA 92253 OWNER JAMES LIPPMAN 317 N ROCKINGHAM LOS ANGELES CA 0 Printed: Thursday, December 18, 2014 4:31:09 PM 1 of 2 An AV CR. SYSTEMS =DESCRIPTION .. _, _ ACCOUNT ' .. QTY ::: ` AMOUNT .;"'PAID �:'PAIDDATE " ,.. 'RECEIPT#. �.�''-, CHECK#. .^""o, METHOD: _ PAID BY f`C TL D BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PATIO COVER, 101-0000-42404 0 $133.43 $0.00 DESIGNED PATIO COVER, 101-0000-42600 0 $168.24 $0.00 DESIGNED PC Total Paid for PATIO COVER / COVERED PORCH / LATTICE . $301.67 $0.00 SMI - RESIDENTIAL 101-0000-20308 0 $1.82 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMt $1.82 $0.00 TOTALS:• •0 Printed: Thursday, December 18, 2014 4:31:09 PM 2 of 2 1 CR SYSTEMS r Bin # ,QtY. of La Quinta Building 8L Safety Division P.O. Box 1504, 78-495 Calle Tampico fa.Quinta, CA 92253 - (760) 777-7012 Building Permit A licatlon and Tracking Sheet pP g Perinit # bk� Project Address: — L 0A. U Ownet's Name:. +,J' A. P. Number. • Address: ye7 Legal Descri tion: z � Le S P City, ST, Zip: Contractor: CP `6 / (/i , :`" Telephone: 1,Y -... I.::� Address: CaQ Z/Z . 6V S Project Description: City, ST, Zip: Cj' j— <A L f t-1(3 2Do [/� — L Et5 Telephone:a ` .C'" "` zr,; • % ii �. State Lie. # : City Lie'. #; Arch., Engr., Designer: Address: City, ST, Zip: 25C $ FC. Telephone: State Lic. #: � �^��" Rjiy!� , , Nmhujc�l L-(_1 AOccupancy: roject type (circle one) New dd'n Alter Repair Demo Sq Ft.: - #Stories: # Units: Name of Contact rson: 14e, , lam_ Telephone # of Co act Person: �Q ••.Z / 9 Est ated Value of Project: t po APPLICANT: DO NOT WR4 BELOW THIS LINE # Submittal Req Rec'd IC11VG PERMIT FEES Plan Sets Plan a submitted ( Item Amount Structural Calls. 3 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 Mecharilcal Grading plan tad Review, ready for correction issue JZJJ Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading IN HOUSE: '^' Review; ready for correctionsfissue Developer Impact Fee Planning Approval Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees . . . . .......... . 4�- 61ANNETTI ARcIII,rI-*C I UIRE &jIN,ri:RI0R8. INC. REC"'WED . ....... ............ . zz V NIt 6 11. 04 7 T SUITE 1T0120 2. L.A. 0049NOV ). j 110. 9 20 1329 % M, FAX I CITY OF LA QUINTA . ... .... j -------- --nh ,Id c,v,iA-fth� A,hh—nd hall .,,I t, mw . ......... . . . ................... . . .. .................. . ....................... COMMUNITY DEVELOPMENT -instr! C?j uction ivA 4 '!owing Co'de Holidays: --7 -'s m Year's Day ior Dr. Martin 1-6er King Jr. Day ....... . . ............. . . ..... . .. ........ . .. . ........... . . ..... . .... . .... ... . ........... .... ...... . . ........... . ..... . . . .... ... ........... ............. .... ..... . President's Da' Y, NI-emorial Day k.-101MR;N� "WA -N Independence Day Labor Day V t a n's Day J ksgiving D 7— . ....... r _j —&thr"Fistmas Day ........ . ..... ....... . ..... .. ....... t 4.� 46, Ll CONA Sk UCTION Hom CITY OF QU(NTA I April 30 BUILDING & SAFETY DEPT. October Ist- :iday: 7:00 a.m. to 5:30 p.m. A FINISH FLOOR A Monday - Fr. ELEVATION APPROVED .00 a.m. to 5:00 P.M. Saturday: CERTIFICATION BY A LICENSED FOR CONST CTION Sunday: SURVEYOR OR ENGINEER IS flolidays: None 0 tCode RE PRIOR TO DATE 13YIL C. ber 30th May 1!;� : 6:00 SPECTI a.m. t® 7:00 P.M. FOUNDATION INT ON m f 0 N 9ne r;,v 0, 1 ode Holiday None f .. ....... P; '�'AN ADEQUATELY SIZED D (4 EBRIS CONTAINER V........ ... ED :S R!7- Uf E TI 11RI11 IALL S., AND ST BE t F ............ . ............. ...... .. ... ... ------------------ ------- ----------- ---------- --------- ............. ILI _.S r . - MUI LURE TG,,DiSO . .. ....... . . . ........... . . . . , . . . i - - ..... . . ...... -- ---- ...... ...... ......... ..... . -- .4 :i 1-1� i-i 11Y11TO HAVE THE C1 7- , 0P Z EXPE-IN'SE OF THE 777!, -7 J 4 . . . . ............ t k 7 R. . ............ . . . ........ 7 R .................... Al D.,,.t by: 44 . ......... • MADISON CLUB M. 1-j . ......... . ..... R E'S 11) 1 -N C E 81-540 BAFIN A LN QUINTA,FCAAVE. 92- T ... ........... ............ .......... . ................ :�� ELLVATIONS ..... ....... . ....................... 1-Ef E 1� - - - VATION 3.23 L ........ ... .. .. . ... . ...... OW .... NE �R r 1. 2. 8. 4. 5. 6. 7. 8. 9. 10. 11. GENERAL THESE NOTES AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS. NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. SPECIFIC NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED IN ARCHITECTURAL. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. ALL WORK SHALL CONFORM TO THE 2014 CALIFORNIA BUILDING CODE STANDARDS AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDUM. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CE55POOL5, CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. CONSTRUCTION MATERIAL SHALL BE 5PREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING. WHERE APPLICABLE GENERAL DETAILS PRESENTED IN THI5 5TRUCTURAL PLAN SET SHALL APPLY. CONTACT THE ARCHITECT AND/OR THE ENGINEER FOR RESOLUTION OF FIELD CONDITION(5) THAT DIFFERS FROM THE REPRESENTED HEREIN OR ON THE APPROVED WORKING DRAWINGS. STRUCTURAL TESTS AND REQUIRED SPECIAL INSPECTIONS GENERAL FOUNDATION NOTES 1. ALL REQUIRED FILL AND BACKFILL SHALL BE COMPACTED TO AT LEAST 4O% OF THE MAXIMUM DENSITY OBTAINABLE I BY THE A.5.T.M. DESIGNATION 0-1551 METHOD OF COMPACTION. FLOODING OR JETTING 15 NOT PERMITTED. 2. ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 1! 12" FOR I STORY OR 18" FOR 2 STORY BELOW THE LOWEST , ADJACENT FINISHED GRADE U.N.O. 9. THE TOP OF ALL PAD FOOTINGS SHALL BE PLACED AT THE I BOTTOM OF THE LOWEST ADJACENT CONTINUOUS FOOTING OR RETAINING WALL FOOTING. SEE FOUNDATION PLAN. I' 4. UNDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE PROVIDE A 2" LAYER OF MOIST SAND OVER AN IMPERMEABLE MEMBRANE OVER PROPERLY GRADED SUB&RADE. 5. 6. 7. 8. 9. 10. 11. 12. 1. 2. 9. 4. 1. SPECIAL INSPECTION REQUIRED FOR ALL FIELD WELDING. 2. SOILS COMPACTION TEST REQUIRED AT LOCATION OF FOUNDATION. 5' 6. 7 NOTE: IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO SEE THAT THESE TESTS AND INSPECTIONS ARE PERFORMED. THE CONTRACTOR MAY NOT EMPLOY ANY DEPUTY IN51FECTOR OR TESTING FIRM TO SATISFY THE ABOVE REQUIREMENTS. ONLY THE OWNER MAY EMPLOY DEPUTY INSPECTORS OR TESTING LABS. STRUCTURAL NOTES TRELLIS - STRUCTURAL NOTES L I PPMAN RE51 DENCE LOT IOIS 4 102B - 81-540 BAFFIN AVE. at THE MADISON CLUB LA QUINTA, CALIFORNIA 012255 PROVIDE 10 MIL VAPOR BARRIER COVERED WITH 2" SAND ! OVER ALL INTERIOR SLABS. SEE CONCRETE SECTION FOR SLAB REINFORCEMENT. SOILS BENEATH FOOTINGS SHALL BE PREMOISTENED PRIOR I TO PLACING CONCRETE. FOUNDATION EXCAVATIONS SHOULD BE VISUALLY OBSERVED BY A SOILS ENGINEER PRIOR TO PLACING REINFORCING STEEL OR CONCRETE. THE MINIMUM THICKNE55 FOR ALL PA05 15 SHOWN IN THE PAD SCHEDULE ON THE FOUNDATION PLAN, HOWEVER COMPLIANCE WITH ITEM 2 ABOVE MAY YEILD A DEEPER OVERALL FOOTING THICKNESS. ALL CONTINUOUS BEARING FOOTINGS SHALL HAVE MINIMUM 5/8" DIA. x 10" LONG ( 14" LONG AT TWO POUR) ANCHOR BOLTS AT -12" O/C UNLESS SHOWN CL05ER IN THE SHEAR PANEL SCHEDULE. REFER TO THE FOUNDATION AND FRAMING PLANS FOR SHEAR WALL LOCATION5. REFER TO THE SHEAR WALL SCHEDULE CONTAINED HERIN. ALL ANCHOR BOLTS SHALL HAVE A 3"x3"xO.2241" PLATE WASHERS. ALL INTERIOR NON -BEARING NON-5HEAR WALL5 TO HAVE 0.1'191I DIAMETER SHOT PINS AT 24" O/C UNLE55 NOTED OTHERWISE. SHOT PINS SHALL BE HILTI VS-72 PER ICC EVALUATION SERVICE, E5R-1663 OR EQUAL AS APPROVED BY ARCHITECT, ENGINEER, AND BUILDING OFFICIAL. REINFORCING STEEL ALL REINFORCING SHALL BE A.S.T.M. A-615 GRADE 40 FOR No. 4 BARS AND SMALLER, GRADE 60 FOR BAR SIZES 5 AND LARGER. ALL REINFORCING TO BE WELDED SHALL BE OF A WELDABLC GRADE SUCH AS ASTM A'106. USE LOW HYDROGEN ELECTRODE5, GRADE E-10 FOR WELDED REINFORCING BARS. ALL REINFORCING SHALL BE SECURELY TIED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF 55 BAR DIAMETERS IN MASONRY AND 30 BAR DIAMETERS IN CONCRETE. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE: BELOW GRADE(UNFORMED) ......................5" CLR BELOW GRADE (FORMED)..........................2" CLR REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION CONCRETE 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE 2015 CALIFORNIA BUILDING CODE. 2. ALL CEMENT SHALL CONFORM TO A.5.T.M. C-150, TYPE I OR 11, LOW ALKALI 3. CONCRETE EXPOSED TO SULFATE CONTAINING SOLUTIONS SHALL BE THE FOLLOWING: 5MFATE ExP09LRE Y TER SO Us, C SLIFATE (60,) IN 50L PREVENT BY VV I6NT 9UFATG (50.) IN WATM PP'• CEMENT TYPE MAXIMM WATEZ G@01T- TIPS MATERIAL RATIO, BY M66NT. NORMAL M. GONG. MINIMM ft NORMAL YEIONT AND L1&N M6NT GONGREM M. NE61.1618112 000 1 W. , 0.10 0001 50. N 150 - - - MODERATE T 0.10 1 5o. , 020 ISO L So. I Iwo 11, mf twl m(M5). P(W. 1(PW(M9). I(SMJ(SM). 0.50 4000 SEVERE 020 S 50, < Zq0 1500 i 50, N IOp00 V 0.41 4500 VExY SEVETE 5o. 2.00 W. > IOPOD V PLI.B POZZOLAN : O.sy 43W t, SF.AYAT I. POZZOLAN TNAT HAS BEEN DETERMINED BY TEST OF SERVICE RECORD TO IMPROVE 511FATE RMSTANCE MIEN LGW IN CONCRETE CONTAINING TYPE V Ca�ENT. 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR STANDARD WEIGHT CONCRETE. S. ALL AGGREGATE SHALL BE COMPARABLE TO "SIAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER A.5.T.M. C-33 WITH THE AVERAGE DRYING SHRINKAGE AT 26-DAYS OF DRYING NOT EXCEEDING 0.04%. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7. ANCHOR BOLTS, DOWELS INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 8. CONCRETE SHALL BE GORED BY KEEPING CONTINUOUSLY WET FOR 10-DAY5 OR BY AN APPROVED CURING COMPOUND. 9. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. AT 26-DAYS, UNLE55 NOTED OTHERWI5E. 10. ANCHOR BOLT, HOLDOWN5, AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS. THE PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 11. ALL HOLDOWN ANCHOR BOLTS SHALL BE SECURELY TIED IN - PLACE BEFORE FOUNDATION INSPECTION. 12. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISC. ITEMS TO BE CAST INTO CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES, DEPRESSIONS, PITS, ETC. 13. ALL DRYPACK SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. 14. ALL CONCRETE RETAINING WALLS AND PLANTER WALLS SHALL BE WATERPROOFED BELOW GRADE ON EARTH FACES. 15. CONCRETE FLOOR SLABS SHALL BE A NOMINAL 4" THICK WITH #3 REBAR AT 16" o% EACH WAY IN THE CENTER OF THE SLAB. 16. THE CONCRETE CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORCEMENT IN THE CENTER OF THE FLOOR SLAB AT ALL LOCATIONS WHERE POTENTIAL CRACK MAY OCCUR INCLUDING SLAB CORNERS WHERE VERTICAL CHANGE IN ELEVATION OCCURS. REINFORCEMENT SHALL BE 1-#4x6' LONG BAR CENTERED ON CORNER DIAGONALLY. BARS SHALL BE TIED TO ME5H. RECEIVED NOV 2 0 2014 CITY uE LA (QUINTA COMMUNITY DEVELOPMENT V�CvO ' F E Z S 04 * M 31. 2115 \l SRU F- ICC EVALUATION REPORTS 51MPSON VARIOUS CONNECTORS ESR 2523 STRONG WALLS ESR-1267 SET-XP EPDXY ESR-2508 OPEN WEB ESR - 1114 I -JOIST ESR - 1155 MICROLAM LVL ESR - 1381 PARALLAM PSL ESR - 158-7 TIMBERSTRAND LSL ESR - 1561 5HEARMAX WALL5 ESR-1121 STANDARD STRUCTURES 551 I -JOIST I ESR-1-1-11 HARDY FRAME HFX-SERIE5 E5R-2089 MOMENT FRAME ESR-12-75 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPRQVED NT5 SCALE = AS SHOWN S 1"1-682 COUNTRY CLUB DRIVE, SUITE B, PALM DESERT, CA 412211 C+ r 4 NOTICE: DUTY OF COOPERATION DUTY OF COOPERATION RELEASE OF THESE PLANS CONTEMPLATES FURTHER COOPERATION BETWEEN THE OWNER HIS CONTRACTOR, THE ARCHITECT AND THE ENGINEER. ALTHOUGH THE ARCHITECT, ENGINEER AND THEIR CONSULTANTS HAVE PERFORMED THEIR SERVICES WITH DUE CARE AND DILIGENCE, THEY CANNOT GUARANTEE PERFECTION. COMMUNICATION IS IMPERFECT AND EVERY CONTENGENCY CANNOT BE ANTICIPATED. ANY AMBIGUITY OR DISCREPANCY DISCOVERED BY THE USE OF THESE PLANS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. FAILURE TO NOTIFY THE ARCHITECT COMPOUNDS MISUNDERSTANDING AND INCREASES CONSTRUCTION COSTS. A FAILURE TO COOPERATE BY A SIMPLE NOTICE TO THE ARCHITECT SHALL RELIEVE THE ARCHITECT AND ENGINEER FROM RESPONSIBILILTY OF ALL CONSEQUENCES. STRUCTURAL CHANGES MADE FROM THE PLANS WITHOUT THE CONSENT OF THE ARCHITECT AND ENGINEER SHALL RELIEVE THE ARCHITECT AND ENGINEER OF RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGE. 1. 2. 9. 4. S. 13. STRUCTURAL STEEL NOTES STRUCTURAL STEEL WIDE FLAN6E5 AND PLATES SHALL CONFORM TO A5TM A-992 GRADE 50. REFER TO THE A.1.5.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. ALL BOLTS SHALL CONFORM TO A.5.T.M. (A-301) FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO A.5.T.M. (A-325). ALL (A-325) BOLTS SHALL HAVE SPECIAL INSPECTION. ALL THREAD SHALL BE A449. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER AND CONFORM TO THE A.W.S. SPECIFICATIONS, USE LOW HYDROGEN ELECTRODES E?OXX FOR ALL WELDING ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. ALL FIELD WELDING, EXCEPT MINOR OR TACK WELDING, SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR. ALL BOLTS FOR STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES FOR CONNECTIONS WILL NOT BE PERMITTED. PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALL STEEL CONNECTIONS. PROVIDE BEVELED WA5HER5 UNDER NUTS AT STEEL CONNECTIONS, WHEN THE BEVEL EXCEEDS 1:20. PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN BASE PLATES. ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXA(50NAL NUTS. STRUCTURAL STEEL MEMBERS TO BE FIREPROOFED NEED NOT BE PAINTED. ALL STEEL TUBES SHALL CONFORM TO A.S.T.M. A-500, GRADE "B". ALL STEEL PIPE SHALL CONFORM TO A.5.T.M. A-53 GRADE "B". ALL BOLT SPACING IN STRUCTURAL STEEL CONNECTIONS TO BE 3" MINIMUM BETWEEN BOLTS AND 1 1/2" MINIMUM EDGE DISTANCE, UNLESS NOTED OTHERWI5E. ALL STUDS WELDED TO STEEL BEAMS AND COLUMNS SHALL BE NEL50N STUDS OR OTHER APPROVED MFG. DRY PACK FOR BASE PLATES SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. DRYPACK SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. MOMENT FRAME CONNECTIONS SHALL HAVE NONDESTRUCTIVE TESTING FOR COMPLIANCE WITH GBC SECTION I104. STRUCTURAL NOTES TRELL 15 - STRUCTURAL NOTES LIPPMAN RESIDENCE LOT 1015 4 102B - 81-540 BAFFIN AVE. at THE MADISON CLUB LA QUINTA, CALIFORNIA 92253 CONTRACTOR RESPONSIBILITY EACH CONTRACTOR OR SUB -CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE WIND AND/OR SEISMIC RESISTING SYSTEM THAT 15 LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO COMMENCEMENT OF WORK REQUIRING SPECIAL INSPECTION. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1) ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION; 2) ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERGI5ED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3) PROCEDURES FOR EXISTING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OR REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 4) IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(5) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. PROJECT CRITERIA .......................................................................... TRELLIS DLa 5 PSF .......................................................................... TRELLIS LL■ 10 PSF .................. ............................................................. . . CONT. PTO SOIL BEARING a 1500 P5F .................... ................................................... CONT. FTG WIDTH INCREASE PER 1 FT WIDTH a 250 PSF ................................................................... CONT. FTG DEPTH INCREASE PER .8 FT DEPTH ■ 250 PSF ........................................................................... PAD FIG. SOIL BEARING a 1800 P5F ........................................................................... PAD FTO WIDTH INCREASE PER 1 FT WIDTH a 250 PSF . .................................................................. PAD FTO DEPTH INCREASE PER .3 FT DEPTH a 250 P5F ..................................................................... MAXIMUM SOIL BEARING a 2500 PSF .................................................................... EFP NON -RESTRAINED ■ 35 PGF LEVEL ........................................................................... EFP RESTRAINED a 55 PGF LEVEL ........................................................................... PASSIVE a 250 PGF LEVEL FRICTION a ................................................................ .40 SOIL CLASSIFICATION SP-SM ................................................................ EXPANSION INDEX ................................................................ VERY LOW WIND(ASD) 65 MPH EXP C ................................................................ OCCUPANCY CATEGORY: ................................................................ SITE CLASS .Ssa...............................................I.....1.50 D 81e.....................................................0.60 Fla 1.00 ................................................................................ Fva 1.50 ................................................................................ SMS■ 150 ................. .. .................................................. SM1a 1.90 ................................................................................ SDSa I.00 ... ................................................... SDI■ 0.60.............. ......................................................................... SEISMIC DESIGN CATEGORY BASED ON SDS: D ................................................................. SEISMIC DESIGN CATEGORY BASED ON SDI: D ................................................................................ CANT. STEEL COLUMNS RESPONSE FACTOR R ................................................................................ a 2.5 REDUNDANCY FACTOR a ................................................................................ 1,3 CS (ASD W/RHO)a .311I (1) REDUCIBLE (2) NON -REDUCIBLE (3) TRUSS MANUFACTURER TO CONSIDER AS REQ'D ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE SOILS REPORT AS PREPARED BY: SLADDEN ENGINEERING REPORT No. 05-0I-101 DATED: OI /28 / 05 SLADDEN ENGINEERING UPDATE DATED: 05 / 10 / 13 jPR FESSjDN\ E YQG C q� Z S 04 * M 31, 2115 \rSOF CA 1F��\/ CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED DATE BY. NTS 51-ALE = AS SHOWN 52 TT-682 COUNTRY CLUB DRIVE, SUITE B, PALM DESERT, GA 42211 I'% A, 013 HAR05CAPE AS PER ARCH I TECTURALS < HSS5x5 STEEL COLUMN AS PER PLAN 4-3/4"cPX18" A36 THREADED ROD w/DBL NUT 12"xl2"x3/4" 5A5EPLATE DIA HOLE MAX FOR ///--CONDUIT THRU 5A5EPLATE #3 TIES AT 2" O/G TOP 14" #3 TIES AT 8" O/G THEREAFTER b-#5 VERTICAL 12"x12"x3/8" UPLIFT PLATE w/DBL NUT $ w/2-#5 HAIRPINS EA 51DE - 4 TOTAL I 1151, TB H555x5x3/8 BEAM SHADE CAN' ATTAGHMEN' TOP,, VIEW i� H555x5x3/8 BEAM :I iv V BA5EPLATE .<18" A36 THREADED ROD 55 TOP VIEW EESSjO�� \ �C, z 04 rr? * M 31, 2 15 s � sr R �P H555x5x3/8 i 9l u BEAM OF'cn��F H555x5x3/8 BEAM ' TYP. SHADE CANVAS --------------------- ATTACHMENT BY OTHERS 3"xb" MAX BOTTOM OF BEAM GUT OPENINGS MAY BE DRILLED FOR w/COVER PLATES MISTER NOZZLES 3/4"oV HOLE BOTH SIDES OF COORDINATE SIZE AND BEAM CORNER AS 5HOWN PLACEMENT WITH MISTING CONTRACTOR 3 STRUCTURAL DETAIL SHADE CANVAS 3"xb" MAX ATTACHMENT BY GUT OPENINGS OTHERS w/COVER PLATES TOP OF BEAM CENTER ON COLUMN H555x5x3/8 BEAM AND BEYOND WHERE OCCURS FACE WELD H555x5x3/8 BEAM AS SHOWN 1/4 _ 1 1/2" DIA HOLE — BOTTOM OF BEAM CENTER ON COLUMN H555x5 COLUMN AS PER PLAN 1/a BS 135 OTHERS OUT OPENINGS BOTTOM OF BEAM w/GONER PLATES i ' TOP OF BEAM 8O/G MAX MAY BE DRILLED FOR CITY OF LA QUINTA MISTER NOZZLES 5/4 m HOLE COORDINATE SIZE AND BUILDING & SAFETY DEPT- PLACEMENT WITH MISTING CONTRACTOR 4 FOUNDATION DETAIL I"=1-o 5 STRUCTURAL DETAIL 1=I'-o 6 STRUCTIJIN�T '�I�IN TENNIS COURT TRELLIS - STRUCTURAL DETAILS DATE BY SCALE = AS SHOWN L I PPMAN RE51 DENCE LOT IOIB d 1025 - 61-540 BAFFIN AVE. at THE MADISON CLUB LA QUINTA, CALIFORNIA 92253 - - — - --- — - 55 -7.7-662 COUNTRY GLUE DRIVE, SUITE B, PALM DESERT, CA 92211 3 x . „ .. ,. r �A � N'1 • 4 '�� a y I b'-O" r 3 TYP. . TYPCD TYR m 53 r. S 04 (RI) H555x5x3/8 ,CONT. BOB I I'-W * M 31, 215 r1 :. _ y) OF' CALIF S+� In + i In m +i e (R4) H555x5x5/8 I c$ (R4) H555x5x5/8`y - +�+� ARCHITECT TO CONFIRM+ ALL DIMENSIONS NOTED Ln r x X lil o Im O X A_; H555x5x5/8 CONT. BOB I1'42" rl tT} Q u bt H556 12x3/5IBoB 8' II" i _ �I.1556 lax3/8 oB VIP'— im i I I I i 1 1 I I i X i I I ;� I• I i I I *ry'�' I- 1 1 1 I 1 • �I 1 1 I I'" 1 i-- _ 1 - 1 � I I I i tt.8'" ��. ._<1 i. � 1 - I i� I _I• i•� S.~i. i x 1 N I I i xI sT'F o x N - - - I "- 1- I I I I I I 1 1 11 i� j� �. I �..- I - I i I .'ci �• �K _ mR-; - r i {. 3 - r TENNIS COURT TRELLIS - FRAMING PLAN L I PPMAN RESIDENCE LOT IOIB Q 1028 - 81-540 BAFFIN AVE. at THE MADISON CLUB ' LA OUINTA, CALIFORNIA 92253� r YOUNG ENGINEERING .SERVIGE5 _ M-682 COUNTRY CLUB DRIVE, SUITE B, PALM DESERT, CA 922I1 TEL: 760--M2-5101 FAX: '160-545-1620 ma mm f 1C ITl( OF LA Q U I IVTA BUILDING & SAFETY DEPT. y APPROVED �• , DATE BY YOUNG x = a ENGINEERING e= f h, 777 July 17, 2014 ` Tom Hartung Building Official , City of La Quinta Re: Lippman Residence Addition, 81-540 Baffin Ave., La Quinta CA Dear Mr. Hartung, We have'performed a structural observation for the structural framing at the above referenced project and find it to be in general conformance with the approved structural plans. Please note this structural observation letter does not include the trellis revision above the master bedroom nor does it relieve the City in any way from performing their standard structural inspections nor is it in lieu of any code required special inspections. The structural observation performed should not be construed as a detailed structural inspection but as a structural observation for general conformance as per CBC 1702, 1710. If you have any questions, please call. Sincerely, CITY OF LA Q U I NTA BUILDING & SAFETY DEPT. " APPR VE® FOR CONS UCTION C�. DATE -J IICI. Jeffrey B. Young, S.E. Q�p E SOq S1 44 ,. 0 MAR H. 31 201 ' r fq T'Q C T V� T f 0f CAL\F f '