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BPOL2015-0107� t 1 78-495 CALLE TAMP_ICO LA QUINTA, CALIFORNIA 92253 Application Number: BPOL2015-0107 Property Address: 53387 VIA PALACIO APN: 777220003 Application Description: MONTALBANO RESIDEN Property Zoning: Application Valuation: $27,500.00 ` Applicant: PICASSO OUTDOOR LIVING INC 77 700 ENFIELD LANE SUITE C #1 PALM DESERT, CA 92211 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT JUN g 2015 CITY OF LA QUINTA TyOEVELOPMENTDEPARTMENT 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. C27, C53 License No.: 975543 ,513at—e ' �% " (� ,Contractor: OWNER -BUILDER D RA 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 forsale. (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. . . BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/9/2015 Owner: PAUL MONTALBANO 167 TOBIN CLARK DR HILLSBOROUGH, CA 92253 Contractor:. PICASSO OUTDOOR LIVING INC 77 700 ENFIELD LANE SUITE C #1 PALM DESERT, CA 92211 (760)345-9500 LIc. No.: 975543 . 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 provisions. Dat�e� `q -I Applicant: �- WARNING: FAILURE TO SECURE WORKERS' COM PENSA N 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, ODE;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 Quirita, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above- . mentioned property for inspection purpose -s. 1—\,, , n Date ^ ( Sign ture.(Applican�t or Agent) u FINANCIAL INFORMATION a 6 'y z 4:3 `"DESCRIPTION ` < xis UNQTY AMOUNT RFs �� PAID:D ATE'. <.xUrl rA000T. _ ., HOURLY PLAN CHECK - YES 101-0000-42600 0.75 $52.50 $52.50 6/9/15 *a PAIDVBY t 1,€. �� 3:4.r #��HECK k .METHOD ?;:zRECEIPT PICASSO OUTDOOR LIVING INC CHECK R6913 12168 MFA Total Paid forBLDG CITY STAFF - PER HOUR:' $52.50 $52.50 � �f A%ol)ESCRIPTIONA ih ` *QTY AMOUNT ` _ PAID,DATE' zACCO.UNT .,, .r � :f.. PAID BSASSB1473 FEE 101-0000-20306 0 $2.00 $2.00• 6/9/15 . PAID BY,� is Y11P: METHOD' ` ,RECEIPT # CHECK#r CLTD BYE r o } ebb ST iw. E` AriP PICASSO OUTDOOR LIVING INC CHECK R6913 12168 MFA ` Total Paid forBUILDING.STANDARDS ADMINISTRATION BSA' $2.00 $2.00 LNT AMOUNTy`�,'�, PAID PAIDDATE �oDESCRIPTIOPI— t¢; M ALL/FENCE - FIRST 100 LF 101-0000-42404 0 $47.86 $47.86 6/9/15 %W, y� �"�-'�i �§ Y3Y n, . BYi _;� `•cry': i,� 4 METHOD >� .i s t 4sRECEIPT #?<<%N#YnC44 LTD BYE ? ¢. s�PAID �- ��� r PICASSO OUTDOOR LIVING INC CHECK R6913 12168 MFA DESCRIPTION � :w ACCOUNT t X QTYz t 1 Y + � I "t gas Vt PAIDl' 41- I) >, E, DATE: ..gyp .,; _� x �,U, , �. �� ,AMOUNT e _ x ° , r . .rte sPAID WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 $60.91 6/9/15 t s r`"' t,sa PAID BY r� METHODS RECEIPT #i CHECK # °CLTD Y. .. d.S°-e eN...n<« 3.Yr'.�'f' ..6 PICASSO OUTDOOR LIVING INC CHECK R6913 12168 MFA Total Paid forFENCE OR FREESTANDING WALL'. .$108.77 $108.77 "'DESCRIPTION ?s '. § Q "AMOUNT, Y` PAID �� �'PAI D+DATE; ;4DESCRIPTION &?XACCOUNT •. x .fir, _ +G- T a , _>` WATER FEATURE ONLY 101-0000-424040 $181.29 $181.29 .6/9/15 BY TROD b '� RECEIPT# ' fi` `' *CHECK# CLTD BY <M,PAID i a; s ,km a.�f, x; .; sub ., PICASSO OUTDOOR LIVING INC CHECK R6913 12168 MFA 4yE:A000UNT ""PAIDMi YPAID DATE r,x3'DESCRIPTION� yc o4"QTY.}�AIVIOUNT�'g. WATER FEATURE ONLY PC 101-0000-42600 0 $98.62 $98.62 6/9/15 �PAID'BY � , k "RECEIxPT= CHECKMETHOD' a,F PICASSO OUTDOOR LIVING INC CHECK R6913 12168 MFA Total Paid for POOL/ SPA $279.91 $279.91 $443.18 $443.18 u Description: MONTALBANO RESIDENCE WATER FEATURE AND WALLS Type: POOL Subtype: Status: ISSUED Applied: 5/27/2015 MFA Approved: 6/8/2015 LUR Parcel. No: 777220003 ' Site Address: 53387 VIA PALACIO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 217 Issued: 6/9/2015 MFA' Lot Sq Ft: 0 Building Sq Ft: 0. Zoning: Finaled: •. Valuation: $27,500.00 Occupancy Type: Construction Type: • Expired: 12/6/2015 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 4 PILASTERS & 2 10'X6' HIGH FOUNTAIN WALLS. PERMIT NOT TO INCLUDE EQUIPMENT WALL OR ELECTRICAL. WORK PER 2013 CALIFORNIA BUILDING CODE. - Approved to IssuedJM a 1 e9 aM oaatfi m _="'•�^_�. .:..;:::F^'^ �' ` YTYPE'� TAEF.NAINIE CHRONOLOGY:TYPE �'- -ori'.:.?"}"?... -.33-C ; +. ,. a:?�Y_-,2' &•'" ..`.. •:. � � ..:`,,? "w':.vre:, .. w a rav Q;.. _ .� . - i!'��,�.... a,iT.,?i -.:3n. �"•�...^;"a..'."9xl rise _.. �,} Y - • }:'- ..rs'^:... v':� :ION DATEf `; 'C MRLETI N DATE CT O 0 ...;;__A ,., ;. x -.. PLAN CHECK SENT TO MARY FASANO 5/27/2015 5/27/2015 OUTSIDE PC' _ SPOKE WITH GREG MILLER. LET HIM.KNOW THAT PLANS TELEPHONE CALL LUIS URIBE 6/8/2015 6/8/2015 WERE APPROVED AND PERMIT READY TO BE ISSUED. ON6111ONS CONTACTS' ' �^ ..+ +%gw.g,u. •'°�._.:.'7 .�. ^ .�'� ,t :�, ;;.-.. zq..... Fp $: .^,k� ��.�r -Z.:., , '. u 3 ;`ate i°'^A�'4 'g„ky '-G � _-^� mss' z?.u...va "q"R':+�m ....w. '^�•-y {f'�y't. ..:' -%µ _., p .• -v..: ry L'. fr:: �1's4'.p.'.5,3 �..... ... r.'.y` } 'm .:.$. NAME TYPE NAME a: .•. _,;.�:. , �+ '��; x .:� : . ^FFA' -� - • �:��: �� � �. �._�,. _ .a�'.� .. -_:�-: ,� �`-- ,� ' �.� � �.�.:�. _, _ :� APPLICANT PICA550 OUTDOOR LIVING INC 77 700 ENFIELD LANE PALM DESERT CA . 92211 SUITE C #1 { -CONTRACTOR PICASSO OUTDOOR LIVING INC 77 700 ENFIELD LANE PALM DESERT CA . 92211 SUITE C #1- OWNER PAUL MONTALBANO 167 TOBIN CLARK DR HILLSBOROUGH CA 92253 , i J Printed: Tuesday, lune 09, 2015 12:40:22 PM 1 of 3 SYSTEMS :FINANCIAL INFORMATION HOURLY. PLAN CHECK - 101-0.000-42600 0.75 $52.50 $52.50 6/9/15 R6913 12168 CHECK PICASSO OUTDOOR MFA YES LIVING INC Total Paid for BLDG CITY STAFF - PER HOUR: $52.50 $S2..50 BSAS SB1473 FEE 101-0000-20306 0 P.00 $2.00 6/9/1S R6913 12168 CHECK PICASSO OUTDOOR MFA - LIVING INC Total Paid forBUILDING STANDARDS ADMINISTRATION WALL/FENCE - FIRST 101-0000-42404 0 $47.86 $47.86 6/9/15 R6913 12168 CHECK PICASSO OUTDOOR MFA 100 LF LIVING INC WALL/FENCE - FIRST PICASSO OUTDOOR 101-0006-42600 0 $60.91 $60.91 6/9/15 R6913 12168 CHECK MFA 100 LF PC LIVING INC Total Paid forFENCE OR FREESTANDING WALL $108.77 $108.77 WATER FEATURE ONLY 101-0000-42404 0 $181.29 $181.29 6/9/1S R6913 12168 CHECK PICASSO OUTDOOR MFA LIVING INC WATER FEATURE ONLY 101-0000-42600 -0 $98.62, $98.62" 6/9/1S R6913 12168 CHECK PICASSO OUTDOOR MFA PC LIVING INC Total Paid for POOL/ SPA: $279.91 $279.91 PARENT PROJECTS NON-STRUCTURAL - LUIS URIBE. 5/27/2015 6/3/2015 6/8/2015 APPROVED WILL BRING COPY.OF WATTING FOR STRUCTURAL REVIEW 1 WK . CALLS STRUCTURAL - 1 WK YOUNG 5/27/2015 6/3/2015. 6/5/2015 READY FOR APPROVAL ENGINEERING how " $coW. •-ct#s 41� 5PP61r-<- City ®f .La Quite SWVMff 8r Safety Division y O1. P.O. Box 1504,78-495 Cage Tampico to Qdnta, CA 92253 -:(760)177 7O r2 Bur7ding Permit Application and Tracking Sheet Pemut # - L I Project.Address: FL.A Ct o Owner's Name: �4ul. f G lt�-1 Mb N lt(AC7 A- P. Number. - :_ Address N- A -r- 10 . Leo Dmaiption: _. City, ST, Zip: i.C�A° Qv i N j. Contractor: , 1CASSO _QVMOOP- iVw6j Telephone: -' � ` ;> Address: -7-7 -700 'EN R EU D . LA ' SM C-1 Project Description: Oc-reYF Qc.AV.rc S e City, ST, Zip: VINU%n 005;erZT I.% — 'Pi LA -s 2.5' . w Telephone 11oO-3.�� _ 93oc� = Z� \-jM , $-ID' >G io • WC - Com. y, t-Z State State Lic. #: 7S5 . Arch. Eagr., DesignerS�Ale, B� A ' ENPIF-I. "LN STE 130 City, ST, zip: V tJ4 _ Telephone: -760. iia . H 411 a State Lic. #: 21 -Name of Contact Person: �2 t '7.✓L. Conovction Type:. Occupancy: " . Project type (drde one): New d'n Alter Repair• Dean Sq. Ft: # Stories:# Units:. Telephone # of Contact Person: o = -7rLf 0Estimated Value of Project 2 . rJ C30 APPLICANT: DO NOT WRITE BELOW THIS UNE ' # Submittal ReVd Reed TRA(' MG PERINI'i FEES Plan Sets Plan Cheek submittid Item Amodat Stroctund Cales. Reviewed, ready for corrections Plan Check Deposita . Trow Cates. Called Contact Person Plan Check Balance - Title 34 -Cain. Plans picked up. • Construction koud:plalnplan Plans resubmitted.' • Mecbarikai Girding plan V Review, ready for corrcetionsrasue. Electrical y . Subeoatattor List Call Contaei Person Plumbing " Grant Deed Plans picked up S bLL li.O.A. Approval Plans resubmitted Grading IN ]ROUSE.- 1n° Review; ready for correations!me Developer Impact Fee Planning Approval. caged contact Person A.LP.P. Pub. talcs. Appr Date of permit issue School Fees " Total Permit Fees how " $coW. •-ct#s 41� 5PP61r-<- LEDGER STONE 1 ;• •. ' :THICK STONE COPING ACLE7�NT TILE - 6'•3' TW CK STONE COPING • i . b' x b' WATERWNE TILE J _ I II • C I ! L— b• x b•. WATERt.ME TILP y 1'TY ®F LA QuiNTA m Q Q C v.( DEPT. } Z 5 BUILDING & SAFQ - ❑ : AppROVE® z c� ® FOR CONSTRUCTION E� ®� ., DATF 10_2�e OWNER RESPONSIBILITIES: ' i.g N 0 R to _DETERMINE THE APPROPRIATE POOL OR SPA r ELEVATION AT TIME OF LAYOUT. " GREE THAT PICASSO LS NOT {RESPONSIBLE FOR UNDERGROUND CONDITIONS R OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS OR 0THER ITEMS IN THE ACCESS AREA. ET DOWN CONCRETE SHELL AT LEAST ONCE LIMIT OF WORK m FDAILY FOR SEVEN DAYS AFTER SHED ® ; `INSTALLED. �° I ® OOL EQUIPMENT LOCATION SUBJECT TO ACCEPTANCE OF LOCAL BUILDING I � m DEPARTMENT. ' m LIMIT OF WORK 2 ILL POOL IMMEDIATELY. AFTER PEBBLE FOLLOW INSTRUCTIONS). e HIS DRAWING IS PROPERTY OF POUT W OUTDOOR LIVING. ANY USE WITHOUT WRITTEN I i Ir 0 IPERMISSION FROM PICASSO IS PROHIBITED. OWNER APPROVES PLAN, POOL AND EQUIPMENT I EXOTING WALL ILOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE-.. ' I ----- DATE:-_ 01 DRIVEWAY BY OTHERS NORTH WATER FEATURE I I r•, 2 - BASINS Y X I& AT 18' WATER DEPTH 6 - PENTAIR COLOR LED UGHTS I 6 - 12' WIDE CASCADE WATERFALLS5 OOL., SF F 6' TILE WATERLINE DETAIL AT BASINS I WATER FEATURE -44 PEBBLE INTERIOR FINISH L, + + + + ` I 6 - PENTAIR COL.ORYX ALED LIGHTS DEPTH PA SF LF 6 - 12' WIDE CASCADE WATERFALLS ECK: SF LF 1 - 24 X 24 PILATHICK EStERIAT 1 e IGH (FINISH NG AT OUTSIDE BOTHERS) . BASINS+ + + i + + + + + ... ,,� ,, I 6' TILE WATERLINE DETAIL At BASINS 1 1 - 18 X 18 PILASTER AT 6'-6' MGH (FINISH BY OTHERS) i + + + + .,.� + �, + I PEBBLE INTERIOR FINISH EBB E' TBD I®' X 6' HIGH MASONRY BLOCK WALL (BETWEEN PILASTERS) . , + + + J SHEET TITLE: �' + THICK STONE COPING, AT OUTSIDE EDGES OF BASINS THICK STONE COPING AT TOP OF WALL - 24,'X 24 PILASTER AT Y-0' HIGH (FINISH BY OTHERS) REMODEL FLAN-,: LEDGER STONE FINISH AT PACES OF WALL I - 18'X 18 PILASTER AT 6'-6' HIGH (FINISH BY OTHERS) IB' X 6' HIGH MASONRY BLACK WALL (BETWEEN PILASTERS) THICK STONE COPING At' TOP OF WALL DATE 5-21-18 y gr LEDGER STONE FMISH'AT FACES OF WALL t` iti SCALE T DESIGN BY, C-SREC3 M. ♦��,t • i Eivirig 11 ENFIELD LANE, SUITE P-1 PALM DESERT, CA 92211 PH. (760) 345-9300 eV■e■■e■■I■■e■■I■le el■e■■e■■e■■e■■e■Ve■■e■■I 1 200-0779 ■e■■e■se■■e■■�■■eee II■■I■■I■■e■■e■■e■■e■■I■■LIC 075543 n■■e■`�fpe�Ie■e■e fee■■Ipl(�[Utpl■■e e■u� I (file■eel �el■e■, ■e■■m 11■■I ■■e■■ ; ■e■■ L81■iee■6 tp e■■e� Ifi �eeeiMINE mii■ie®■ Elm ■e■ owl � e■■ 11 111111 El° f1El 6��eeii�a� Niiim li� ® e © 11001111 MEM @■1110 N�Iea MIN , �lll■w�■me�i�llA°ij eIN �� �iiiON �e"�e��IF� �'INN,l1 ii■� l llI MEINilii f�l�-IL�lmiss 16i email jMM■I 7' 11■■I■I MINI MINIM— ��®■I m■■a ■el■Ie� 8I■IMRJ I■■ fJ■■IN NONE IO■■Illfll I■■e u Mimi Nf]■e■ .011■■eI� ilN■■e AI mom IIN■e■Ygluum 111,0 I■■r® e■■! 001M "' LC_I�!9'@2' 029MUM ■:1CNaL7 pee IQJ�el m CCLe� • i . b' x b' WATERWNE TILE J _ I II • C I ! L— b• x b•. WATERt.ME TILP y 1'TY ®F LA QuiNTA m Q Q C v.( DEPT. } Z 5 BUILDING & SAFQ - ❑ : AppROVE® z c� ® FOR CONSTRUCTION E� ®� ., DATF 10_2�e OWNER RESPONSIBILITIES: ' i.g N 0 R to _DETERMINE THE APPROPRIATE POOL OR SPA r ELEVATION AT TIME OF LAYOUT. " GREE THAT PICASSO LS NOT {RESPONSIBLE FOR UNDERGROUND CONDITIONS R OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS OR 0THER ITEMS IN THE ACCESS AREA. ET DOWN CONCRETE SHELL AT LEAST ONCE LIMIT OF WORK m FDAILY FOR SEVEN DAYS AFTER SHED ® ; `INSTALLED. �° I ® OOL EQUIPMENT LOCATION SUBJECT TO ACCEPTANCE OF LOCAL BUILDING I � m DEPARTMENT. ' m LIMIT OF WORK 2 ILL POOL IMMEDIATELY. AFTER PEBBLE FOLLOW INSTRUCTIONS). e HIS DRAWING IS PROPERTY OF POUT W OUTDOOR LIVING. ANY USE WITHOUT WRITTEN I i Ir 0 IPERMISSION FROM PICASSO IS PROHIBITED. OWNER APPROVES PLAN, POOL AND EQUIPMENT I EXOTING WALL ILOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE-.. ' I ----- DATE:-_ 01 DRIVEWAY BY OTHERS NORTH WATER FEATURE I I r•, 2 - BASINS Y X I& AT 18' WATER DEPTH 6 - PENTAIR COLOR LED UGHTS I 6 - 12' WIDE CASCADE WATERFALLS5 OOL., SF F 6' TILE WATERLINE DETAIL AT BASINS I WATER FEATURE -44 PEBBLE INTERIOR FINISH L, + + + + ` I 6 - PENTAIR COL.ORYX ALED LIGHTS DEPTH PA SF LF 6 - 12' WIDE CASCADE WATERFALLS ECK: SF LF 1 - 24 X 24 PILATHICK EStERIAT 1 e IGH (FINISH NG AT OUTSIDE BOTHERS) . BASINS+ + + i + + + + + ... ,,� ,, I 6' TILE WATERLINE DETAIL At BASINS 1 1 - 18 X 18 PILASTER AT 6'-6' MGH (FINISH BY OTHERS) i + + + + .,.� + �, + I PEBBLE INTERIOR FINISH EBB E' TBD I®' X 6' HIGH MASONRY BLOCK WALL (BETWEEN PILASTERS) . , + + + J SHEET TITLE: �' + THICK STONE COPING, AT OUTSIDE EDGES OF BASINS THICK STONE COPING AT TOP OF WALL - 24,'X 24 PILASTER AT Y-0' HIGH (FINISH BY OTHERS) REMODEL FLAN-,: LEDGER STONE FINISH AT PACES OF WALL I - 18'X 18 PILASTER AT 6'-6' HIGH (FINISH BY OTHERS) IB' X 6' HIGH MASONRY BLACK WALL (BETWEEN PILASTERS) THICK STONE COPING At' TOP OF WALL DATE 5-21-18 y gr LEDGER STONE FMISH'AT FACES OF WALL t` iti SCALE T DESIGN BY, C-SREC3 M. - MASONRY NOTES &EN. 5TRUCoTURAL O SOILS INF 'tATION 501E GLA551FIGATION: SP/5M (SAND, SILTY SAND) :SHALL B3 HDLI.OW, SUITABLE FOR BEARING TYPICAL DETAILS, ANP NOTES ON THESE SHEETS SHALL APPLY UNLESS NO SOILS REPORT PROVIDED. USE GBG TABLE 180b2 FOFt MINIMUM VALUES. WALL CONSTRUCTION. ALL i5LOGK5 SHALL CONFORM TO GRADE N UNITS GIVEN SPEGIFIGALLY SHOWN OR NOTED OTHERWISE. GONSTRLJGTION DETAILS NOT MAXIMUM ALLOWABLE BEARING PRESSURE = 1500 P5F '> .• IN ASTM Gclo, LATEST EDITION, AND IN ADDITION SHALL HAVE A LINEAR SHRINK- FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR ACTIVE 501E PRES��JR+ GQAU LEVERALENT FLUIL V1rL BACKFILL 35 PGF '— -- 4 AGE OF Q.065A5 MAXIMUM FROM SATURATED TO THE OVEN DRY CONDITION. CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH .. r AT I6" O.G. ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQUIREMENTS, PASSIVE SOIL PRESSURE, EG2UIVALENT FLUID WEIGHT = 150 PSF/FT. � (iYPJ MASONRY UNiTS SHALL HAVE GUp',ED FOR NOT LESS THAN (28) DAYS WHEN C,OEFFIGIENT OF FRICTION (Dead Load Onlq = 0.25 PLACED IN THE STRUCTURE. PROVIDE ALL BOND BEAM UNITS, LiNTELS, ETC•, A5 REQUIRED. FI r'" IN TIS ?THE GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, OWNER/CoNTRAGTOR AGGEPTS ALL LIABILITY FOR C.OMPArTION AND SUBSIDENCE v CONDITIONS AND ELE/ATION5 AT THE JOB SITE DURING CONSTRUCTION AND OF UNDERLYING SOILS. sDO NOT USE CHIPPED OR CRACKED BLOCKS. IF ANY BRING ANY DISCREPANCIES TO THE: ATTENTION OF THE ENGINEER BEFORE � � SUCH BLOCKS ARE DISCOVERED IN ANY FINISHING WALL, THEY SHALL BE PROCEEDING WITH AN1Y WORK INVOLVED. LATERAL LOADS 2013 GBG and A.r^C _ PROMPTLY REMOVED AND REPLACED WITH N54 BLOCKS TO THE APPROVAL ZIP GORE a 422x3 _ j¢r LNO STRUCTURAL CHANGES FROM THE APPROVED PLANS 5EI5MlG GpEFFIGIENTS GBG SECTION Ibl3 LATITUDE i 33.661106 #4 BARS at 24" O.G. OF THE EN61NiR. AND SPECIFIC, SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL dJ S1 ' HORIZ. CONT. (`TYPJ T/b4 :SHALL BE TYPE 5 UNLESS OTHERWISE NOTED EXCEPT THAT TYPE 15 OBTAINED PRIOR TO MAKING, THE CHANGE♦ CHANGES MADE WITHOUT WRITTEN ASCE '1-10 Chapters II, 12, 13, 14, and 20 LONGITUDE +"-II6Z663'i8 � mo,APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE EQUIVALENT LATERAL FORGE ASCE '7-10, SECTION 15.4 Q j( M SHALL BE USED WHERE MASONRY 15 BELOW GRADE OR IN CONTACT WITH CONDITION SHALL BE REPL.AGED OR REPAIRED AS DIRECTED. EARTH. Seismic, Design Requtramenta for Non-t9utlding 5tructures SEISMIC BASE SHEAR (EQ• 15.4-2)THE O 04 BARS AT z s THE GONTRAGTOR SHALL BE SOLELY RESPONSIBLE FOR ALL (R=5.0) V= p x C,5 x Adis 1.0 x O•-1 x 0.124Wd1 m 0.04 Wdi NOT LES THAN 0.03) ttl 12" O.G. :FOR PUMPING SHALL HAVE FLUID GON515TENGY AND SHALL NOT *� TOP STEELf&O�� #4 BARS VERT. HAVE Li^55 THAN (5) SACKS OF GEMENT IN EACH GUBIG YARD OF GROUT. EXCAVATION 1rT - EDURES INCLUDING LA661N6, SHORING, AND PROTECTION OF RpoTOR V (TYpJ m AT 6" O.G. 4" GER. THE MIX SHAD. BE REVIEWED BY THE ENGINEER. FLUID CONSISTENCY SHALL ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN AGGORDANCE ASCE SECTION vain _ :''-+-'-- MEAN A GONSIST'ENGY AS FLUID AS POSSIBLE FOR POURING WITHOUT SE6RE- WITH THE LOCAL BUiL71N6 DEPARTMENT. SEG. Ils.l I ■ I o oc-upa+cy Irtiportrnce Factor N &ATION OF THE CONSTITUENT PARTS. Gp1r1pRE551VE STRENGTH SHALL BEA s>wG.DeMo �cm p MINIMUM OF 2.00 P51 AT 28 DAYS. s 5£E ARGHITEGTURAL, ELEGTRIGAL AND MEGHANIGAL TABLE 13.4-2 R ■ So Response Modithcatton Factor l5tett3 i+tb 81L1Mv,�1Qn5) a VENT DUCT AND OTHER OPENIN65 TABLE 2og-1 17 Ste Glasslt'Itattan \ �f ' 1V v' DRAWINGS FOR 51ZE AND LOCATION 0i` PIPE, t THE USE OF ADMIXTURES SHALL NOT BE PERMITTED IN AND DETAILS NOT SHOWN ON THESE STRUCTURAL DRAWIN65. ALL DIMENSIONS sEc. 11.4.1 5s ■ Is short Period Resporme Acceleration ` #4 VERT. AT VERIFIED WITH THE ARCHITECTURAL DRAWIN&S. SW. 11.4.1 51 ■ 0.651 one••Secom Responds Acceleration 12" O.G. (iYPJ MORTAR OR &ROUT UNLESS SUSTAINING DATA HAS BEEN SUBMITTED TO AND ARE TO BE GHI=GKED AND REVIEWED BY THE ENGINEER. THE USE OF ADMIXTURES IN MORTAR SHALL NOT SEG. 11.4,4 yds ■ I M Dosign Spectral Response Acceleratlan OF UNC s BACKFILL AROUND THE: EXTERIOR PERIMETER OF WALLS SHALL- SEG. 11.4.4 5dl ■ ob31 Design Spectral Response ,acceleration, l Sec. �. " il.• ` BE PERMITTED WITHOUT REDUGIN6 THE LIME CONTENT. THE USE 3 G_R TROLLED FIRE CLAY, DIRT, AND OTHER DELETERIOUS MATERIALS 15 PROHIBITED. NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION �4' _ OF INTERIOR FLOOR SYSTEMS. DO NOT pRoGEED WITH BACKFILL UNTIL (rt) DAYS 6IND DESiGN ASCE 'T-10, CHAPTERS 26 thru 51 -- •^ +-,- -- - = -°� 'd-= - -zrr }' j#� BARS AT THE SAND GEMENT AND WATER IN THE MIXER IN THAT ORDER A5 A MINIMUM AFTER THE COMPLETION OF INTERIOR FLOOR 5Y5TL'M5 UNLESS ° �' ��i L. — ',.� r..� " �=-' �'AGH WAY MIMI PLACE , FOR EACH BATCH OF MORTAR OR &'ROUT AND MIX FOR A PERIOD OF A LEAST WALLS ARE ADEQUATELY BRACED. BACKFILL SHALL NOT BE PLAGIL -STANDING WALLS - ASCE 'i-10. FIG. 2cl.4-I a e MINUTES. ADD LIME AND CONTINUE MIXING FOR AS LONG A5 NEEDED TO AFTER COMPLETION AND INSPECTION OF WATERPROOFIN6 WHERE 2 2 M = 22 38 P5F (EQ. 16-35, ASD) SECURE A UNIFORM MASS, BUT IN NO CASE LC -55 THAN 10 M1NUTi=S. USE PROOFING OCCURS. Oh= 0.00256 (KrJ x (Kzt) x (tCd) x (V) 3 GLR ` BATCHES REQUIRING FRACTIONAL MIXERS TO SECURE A UNIFORM GAPAGITY• BA ` SACKS W!LL NOT BE PERMITTED UNLC-55 GEMENT 15 WEIGHED FOR EACH SUCH ��I sTEM1'ORARY BRACING SHALL BE PROVIDED A5 REQUIRED TO HOLD P net = 0h x b X Cf X w x Ob = 26.71 PI (EQ. 201.3-1, A5GE '1-10) � �_" � �� WATER INTO A BATCH MADE ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS 3-0 a BATCH• RETEMPER MORTAR ONLY BY ADDING 8 3 12 WITH THE MORTAR AND THEN CAREFULLY WORKING THE WATER INTO THE SECURELY ANCHORED. AI SI VALUE MORTAR. RETEMPERIN6 THE MORTAR BY DASHING WATER OVER THE MORTAR SHALL NOT BE PERMITTED. ANY MORTAR OR 6Fc0lJr WHICH 15 UNUSED WITHIN :ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE RE:G�J1R.l=D TAt3LE 15-1 II RISK GA7E6oRY ''' " `/ \• . / ' / ONE HOUR AFTER THE INITIAL MIXING SHALL BE REMOVED FROM THE WORK- BY THE BUILDING CODES OR LOCAL BUILDING DEPARTMENTS, SHALL BE 170N}: BY S= -C• 265.1 V■ ILO MPH BA51G WIND SPED MORTAR SHALL 13E MIXED AND MAINTAINED ON THE BOARDS TO A SLUM' OF THE ENGINEER, AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPART- SEC. 26.6 Kd = O85 DIRGTIONALITY st4 BAR MIN. LAP = 24" I/2 2-5/4 INCHES PLUS OR MINUS 1/4 INCH USING A TRUNCATED GONE 4 INCHES BY M=51SIT JOB SITE VISITS BY REPRESENTATIVES OF THE FLYING BUTTRE-56 DO NOT 5m. 26.11 G Ex'05URE GATE60RY 2 INCHES HIGH; 6 INCHES HIGH. CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR SI 26,3.1 Kz = 0.85 VELOCITY I°R55Ufn.E Exposm COEFFICIENT _ � t SHOP DRAWINGS ARE: AN AID FOR FIELD PLACEMENT 5156.26.8. 11 1.00 rop05RApHIG FACTOR (irib. X68-►) CMU FOUNTAIN vTA i I � Y �tAL.L. A SHALL BL PORTLAND GEMENT CONFORMING TO ASTM G150, TYPE I � � -L�~ OR TYPE 11, AND SHALL BE ENTIRELY OF ONE MANUFACTURE:. AND ARE SUPERSEDED BY THE: STRUCTURAL DRAWINGS. IT SHALL BE: THE RESPONSIBILITY OF TI GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALLjMnmt WATER USED FOR MORTAR AND &ROUT SHALL BE REG GLEAN AND FE ONSTRUGTiON 15 IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. MASONR`r S'ri EN& I_ H FROM (DELETERIOUS AMOUNTS OF ACIDS, SALTS, ALKALI, AND ORGANIC :THE CONITRAGTOR SHALL SUPPLY THE ENGINEER t MATERIALS. WITH ONE SEPIA COPY OF SHOP DRMIN55 A MINIMUM OF ONE WEEK PRIOR TO F m - I rJOO �S i GOMi�R rJS I rJTR NC�T�"f +'J'-0" (24" 5Q. PILASTER? aSANID FOR MORTAR SHALL CONFORM TO ASTM GI44 PLAGEN�NT. THE P.Et�IEW OF SHOP DRAWINGS BY THE ENGINEER 15 ONLY FOR+6'-6" (IS" SQ. PILASTER) EXGEi='T THAT NOT LESS THAN 5% OF THE SAND SHALL PASS THE NUMBER GENERAL COMpLIANGr WITH THE STRUCTURALAW DRAWINGS AND 5PEGIFIGATION5• GONGRETE STRENGTH 100 51i=VE SAND AND PEA &RAVEL FOR GROUT SHALL CONFORM TO ASTM THIS REVIEW DOES NOT GUARANTEE THAT IN ANY WAY THAT THE SHOP 6404, TABLE I, COARSE AGGREGATE, EXCEPT WHEN OTHER 6RADIN65 ARE 5R 11 R TURAL DRAAIRREREC T NOR DOES IT INFER THAT THEY SUPERGEDE THE f 1 G � 2 Jam. OO ��J. I 2 8 —�% a l� G O m rj r Qi S 5 I V Pi �J' t r e n g t SPECIFICALLY APPROVED BY THEEN6INEOZ. • :.�� �•,� 03 TIES at IG," O.G. ra -. STEELHORIZ. DONT. (TYP) :QUICKLIME SHALL CONFORM TO ASTM C,5. l.li•�� s s WHEN GROUTING IS STOPPED FOR A PERIOD , NSTRUGTION JOINT'S BY STOP- � ANCHOR BOLT FTG, FOOTING �� _ �•� {GSI, Grade '4D, ASTM A( I� �-- —; 14-#4 BARB VERT. OF I HOUR O'2r LONGER, FORM HORIZONTAL GO AFF ABOVE FINISHED FLOOR HORIZ HORIZONTAL V CtYP. EA. PILA57ERI PING THE &ROUT POUR 1-I/2 INCHES MIMIMUM BELOW THE UPPERMOST UNIT, BOT BOTTOM H55 HIGH STRENGTH BOLT GONSTRUGTION OR CONTROL JOINTS SHALL BE LOCATED AT 30'-0" O.G. GGJ CRACK CONTROL JOINT MB MACHINE BOLT &ROUT STREN(5TH v � MAXIMUM UNLESS NOTED OTHERWISE ON PLANS. GMU C•ONGRETE MASONRY UNIT OG ON CENTER _ CONT GONTINUOU5 REINF REINFORCING, f iG = 2500 F5I � A, • :I 1.' •ALL MASONRY SHALL BE BUILT TYPICAL THE UNOBSTRUG'fED VE RTIGAL CONTINUITY OF 7i^1E CELLS TO BE FILLED. THE EQ EQUAL Tom' EW F�4GH WAY UNO UNLESS NOTED OTHERWISE25-Pay u � ` : � .:'•. . TO tir'FE�9ERVE YEflTIGAL ALIGNMENT SHALL BE SUFFICIENT TO MAINTAIN A 2P -Da Gom reSS IVe 5tren th Q -#- . ' .� :�• #4 BARB at a4" O.G. CLEAR, UN085TfaUGT1:D VERTICAL FLUE hASURIN6 NOT LESS THAN 3 INCHES FFE FINISHED FLOOR ELEVATION VERT VERTICAL J SY 3 INGiS, EXCEPT WHI=RL OPEN END UNITS ARE USED. Q � � � � :-�•- � HORIZ• GON7. CrYPJ 4' s IN PLACING MORTAR IN HORIZONTAL JOINT'S, COMPLETELY COVER THE FACE: SHELLS OF THE UNITS WITH MORTAR. 50LIDLY FILL ALL HEAD JOINTS, LAY ALL MASONRY WITH COMMON OR RUNNINGS BOND. HOLD RAKING NOTICE: DU 1 1 O C/00 TIO t I TO A MIMIMUM. " .D � •� +O FIN. GRADE ti : REMOVE GONGRETE SCUM AND S RELEASE OF THESE PLANS NEGE551 TOTES FURTHER COOPERATION BETWEEN j 6ROUT STAINS ON THE WALL IMMEDIATELY. AFTER THE WALL 15 CONSTRJJGTF-D, i THE OWNER, CONTRACTOR, THE ARCHITECT, AND THE ENGINEER. ALTHOUGH 0 0 i DO NOT SATURATE WiTH WATER FOR CURING OR ANY OTHER PURPOSE:. CHECK FOR TIGHTNESS AND WHERE: CRACKS ARE VISIBLE, CHIP Our THE THE ARCHITECT, ENGINEER AND THEIR CON5UL.TANT5 NAVE PERFORMED THEIR • : ' ; ALL JOINTS MORTAR. TUCK POINT AND TOOL TO MATCH ADJACENT JOINING. SERVICES WITH DUE CARE AND D I L I LENGE, THEY CANNOT GUARANTEE DA515 OF DESIGN s SHALL CONSIST of ONE PAR' PERFECTION. COMMUNICATION 15 IMPERFECT AND EVER� GOt�lTINGENGY l '' &ROUT FILL FOR CELLDISCREPANCY � ART5 SAND TO (2) PARTS PEA CANNOT BE ANTICIPATED. ANY AMBIGUITY OR 215GOVERED PORTLAND GENT TO NOT MORE THAN (3) P � &RAVE:L, 3/8 INCH MAXIMUM SIZE COARSE A66REc5ATE• &ROUT FILL- USING GpDE INTERNATIONAL BUILDING GODS (IaG), 2012 EDITION DURING THE USE OF THESE PLANS SHALL BE REPORTED TO THE ARCHITECT. COARSER A66RESATE MAY BE USED IF THE MIX 15 PROPERLY DESIGNED AND CALIFORNIA BUILDIN6 CODE (GBG), 2013 EDITION APPROVED BY THE EN6INEE:R♦ THE MAXIMUM SIZE OF AGGREGATE USED SHALL ASCE '►-1c MINIMUM DESIGN LOADS FOR BUILDINGS FAILURE TO COOPERATE BY A SIMPLE NOTICE TO THE ARCHITECT OR 24° SQ. PLA TER. $b° SQUARE PAD NOT EXCEED 1/5 THE LEAST LATERAL- DIMENSION OF THE CELL TO BE FILLED. ENGINEER SHALL RELIEVE THE ARCHITECT AND ENGINEER FROM 18" 5Q. PILASTER 24" SQUARE PAD &ROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRN6TH OF 2500 PSI AT MANUAL OF STEEL CONSTRUCTION 5- 4 BARS ' (28) DAYS. RE5PON51BILITY OF ALL CONSEQUENCES. STRUCTURAL CHANGES MADE FOURTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION % EAGM WAY, WITHOUT THE CONSENT OF THE ARCHITECT AND ENGINEER SHALL RELIEVE ' CONTAINING VERTICAL REINFORCMMENT, ALLOWABLE 5TRE55 DE516N, (A15G 341-10) GROUT ALL CELLS THEM OF THE RESPONSIBILITY OF ALL CONSEQUENCES ,4R151NG OUT OF SUCH •� � ` ''% ANCHOR i30LT5 OR EMBEDDED ITEMS. PROVIDE 2 INCH MINIMUM COVER TO EMBEDDED ITEMS. GONGRET'E BUILDIN6 GORE REQUIREMENTS FOR STRUCTURAL CONCRETE CHANGE. 222- ,- : ALL VERTICAL WALL REINFORCEMENT SHALL HAVE: C70YE .S EQUAL AGI 318-11, AMERICAN CONCRETE INSTITUTE (AGI) IN 51ZL EMi3i~DDED INTO FOOTING UNLESS NOTED OTHERWISE ON THESE PLANS. MU I I L,A�TER 5EOTI ON '-"'ATL`' B � NATIONAL DESIGN OF 5f'E°GIFIGATIONS FOR WOOD CONSTRUCTp CION ,,Ms ASSUMED COMpRE551VE STRENGTH, Fyn SHALL BE 1500 P51 UN- ND5-2012 EDITION, NATIONAL FOREST PR.ODUGT5 A55001ATION /� /� /' � /' TE 5 LESS NOTED OTHERA15E ON THE PLANS. ULTIMATE GOMPRE551VE: STRENGTH AN51/NFoPA, AMERICAN PLYWOOD ASSOCIATION (,,,/�,•/ tr,/ ��// t( BASED ON THE AVERAGE OF 5 UNITS SHALL NOT BE LE55TNAN 2000 PSL g-jj ' :SHALL BE AS FOLLOWS UN -95 NOTED OTHERWISE MASONRY TMS 402-i1, AGI 530 -II, ASCE: 5-I1, GBG 2013, and IBC 2012jj,R-MSHALL BE PER RECOMMEND - ON THE PLANS= ATIONS IN AGI SOI AND SUPPLEMENT 51. VERTICAL: 05 AT 16" O.G. HORIZONTAL: 04 AT 24" O.G. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING PROVIDE BOND BEAMS AT TOP OF STEM, ROOF AND FLOORS .AND TOP OF PARAPET. PROVIDE A MINIMUM OF ONE ADDED AND EXGi=551VE GOLD OR HOT TEMPERATURES. START CURING AS SOON A5 CITY OF LA QUI�VTA VERTICAL BAR AT WALL INTERSECTIONS, C�ZNERS AND WALL I � � /,...g NOTE5 FREE WATER HA5 DISAPPEARED FROM IST CONCRETE SURFACE AFTER Pl•ACIN& OPENINGS. AND FINISHIiOKGE�P�SLMAYOIBE FOR AT LEAST BY MOIST GURIN64M0 SYTURI= RETAIN, BUILDING &SAFETY iEPT. TO AGI 50 APPROVE :SHALL BE SOLID GROUTED FOR THE REQUIRED DL-TH. COVER, CURING COMPOUND OR COMBINATIONS T1-4Et�EOF. 12" CMU FOR CO STRUCTION HORIZONTAL fzEINFORGIN& SHALL EXTEND 24 INCHES BEYOND THE OPENING ON :ALL REINFORGIN& STEEL. SHALL BE NEIN STOCK DEFORMED :PROTECT GONGRETE FROM DAMAGE: SOLID &ROUT V BARS p Ib" O. Ir EACH SIDE. BARS GONFORMIfA6 TO ASTM A615 AS FOLLOWS: ZR:UCED STRENGTH GAUaED BY FROST, Ff�EZIN6 ACTIONS OORR LON ALL GF_!_L5 VERT. (TYPEHEIGHT OF ANY GROUT POUR 5HAL1 NOT BL #• d SMALLER BARS....................GRADE 40 TEMPERA 'J :. `'03 TIES at ib" O. DA4g BY MMI a AXI VM #5 4 LARGER BARS ...&RADE 60 40 DEGREES FAHRENLHEITUNIFORMLY HEAT WATER AND AGGREGATESGt ATER HAN 4 FEET UNLESS PROPER HIGH -LIFT PROGEDURi=S ARE USED.ALL REINFORGIN6 TO BE WELDED SHALL MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS #4 BAR HORIZ. - -i HORIZ. GOVT. (TVP r�, 4ALL B1= 48 DIS UNLESS °� THAN 5O DEGREES s FAHRENHEIT AND NOT MORE: THAN 80 DEGREES FAHRENHEIT GON�ORM TO ASTM ATO&. AT 24" O.G. HOOK BAR AT I ' ••L- '', : 1 {� DRAWN SY ' v N i i N N 0%0% oa �n _ to %0 > LL INTvop° ° ®CLc— fisN t` � m~ •F• ~ 10 N t` n. NOTED OTHEi�W15E ON THE PLANS. GHOR TIES SHALL BE CORROSION RESISTANT ��- BARS SHALL BE FK= OF LOOSE FL.AKEY RUST AND .L.��.�i i' =a ;PROTECT GONGRE fE FROM DAMAGE OR PILASTER (TI ( , , J _• ; :: I ii ` AN SCALE, &F� AND OTHER MATERIALS WHICH MAY AFFECT OR IMPAIR " REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN GOMPLIANGE WITH AGI�' • •• 1 � `� &E X I WIDE: CORRUGATED SHEET METAL SPACED AT CONCRETE t� BOND. 305, UNIFORMLY COOL WATER AND A66RE6ATE5 BEFORE MIXING TO OBTAIN A GLR • .• ` �•�: •: 1 dl � J �j y��. ``�• IGH DIRECTION. ATTACH TO WOOD STUDS WITH Ibd (�\ CONCRETE MIXTURE TIEMpERATURE OF NOT GREATER THAN a0 DEGREES ,, L V "V GH ANCHOR• IIII nt2I W112F'2iri:MLDI WIRE FABRIC, SHALL CONFORM TO ASTM I I HRE:NHLIT AT POINT OF PLACEMENT jrat2 INGHE:S MINIMUM THROUGHOUT. POSITIONING A62 ANI; AI55. D TO INSURE THE CORRECT PLACEMENT OF THE REIN- a ALL BENDS SHALL BE MADE GOLD.. REMOVE ALL DEBRIS FROM FORMS BEFORE: POURING. SOLID GROUT ,_ — _, — — — � MAXIMUM. ALL CELLS (TYPJ 14- 4• BARS VERT. %BIW 2 7 2015 s CONCRETE SHALL NOT BE DROPPED t"TYf'. EA. PILASTEf� RESPONSIBLE FOR ALL STRUG'iURAL i1' e ALL WAL1_5 AND COLUMNS SHALL BE D0INLLED INTO FOOTINGS THROUGH REINFORGIN6 STEEL 50 A5 TO GAU5E SEGREGATION OF AGGREGATES. 24" SQUARE PAD ME FIELD FOREMAN Wim SAFES OF THE BAMS SIZE AND SPACING AS THL BARS ABOVE CIN al LA QUINTA N SHALL HAVE A MINIMUM OF (3) YEARS OF EXPERIENCE USE HOPPERS, CHUTES OR TRUNKS OP VARYING LENGTHS 50 THAT THE FREE UN- RSG," SQUARE PA17 THIS TYPE OF WORK. CONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT (SEE PLAN) COMMUNITY DEVELOPM NT ria ALL REINFORCING STEEL SHALL BE SECURELY WIRED AND PROPEW..Y NUMBS SHALL B5 USED TO INSURE THE` GONGR{=TE IS BE1N6 K1=PT LEVEL 5-4 BARB EACH WAY BACKFILL RETAINING WALLS UNTIL ALL MASONRY AND SUPPORTED 3" ABOVE THE GROUND AND 3" AWAY FROM FORMS. QEss�c' 15D DESIGN STRLN6TH5 (MINIMUM OF 28 DAYS OR N : USE E40XX ELECTRODE WHEN WELDING GRADE: 60 REBAR• EiOXX ALL ITEMS TO BE CAST IN GONGRE I SUCH A5 REINFORCING, FOR &RADE 40 REEAR SUCH WELDING SHALL BE PERMITTED ONLY WI DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SEGUREL.•Y SPEGIFIGAL.LY Di 516NATED ON THESE PLANS OR WHERE SPECIFICALLY POSITIONED IN THE FORMS BEFORE PLAGIN6 THE CONCRETE. SHALL HAVE ENTIRE SURFACE REMOVED TO ,>jv EXPOSE GLEAN AGGREGATE SOLIDLY EMBEDDED. THE CONTRACTOR SHALL FLAN V I EY `I '.�oQ OBTAIN THE ENGINEER'S APPROVAL OF GONSTRUGTION JOINT LOCATION IN ALJ. �� 5-27 lr FOOTINC75 AND WALLS. GONSTR.UCTION JOINT'S OR CONTROL JOINTS IN 5L.A85 ON co 11%. � GRADE SHALL BE LOCATED AT 20'-O" O.G. MAX. UNLESS NOTED OTHERWISE ON THE PLANTS. IF SAWGUiTIN6 15 USED FOR THE CONTROL JOINTS, THE GUTS SHALL BE MADE WITHIN 7 HOURS AFTER POURING, GONGRET'E BUT AFTER CURING TO A DEGREE THAT WILL PREVENT THE DISTURBANCE OF THE CONGRE'I A6&RE6ATE• CMU I L.ASTR SOOT I NCS G DRAWN GHEGKi27 D. POELTLER DATE MAY 2015 SCALE NOTED JOB NO. 15-153 SHEET G:ADYVGimcnialbono k ' v N _ IL < OL 0 !L 0 �- L tu iJ Ocj CoQ V � OL NOTED OTHEi�W15E ON THE PLANS. GHOR TIES SHALL BE CORROSION RESISTANT ��- BARS SHALL BE FK= OF LOOSE FL.AKEY RUST AND .L.��.�i i' =a ;PROTECT GONGRE fE FROM DAMAGE OR PILASTER (TI ( , , J _• ; :: I ii ` AN SCALE, &F� AND OTHER MATERIALS WHICH MAY AFFECT OR IMPAIR " REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN GOMPLIANGE WITH AGI�' • •• 1 � `� &E X I WIDE: CORRUGATED SHEET METAL SPACED AT CONCRETE t� BOND. 305, UNIFORMLY COOL WATER AND A66RE6ATE5 BEFORE MIXING TO OBTAIN A GLR • .• ` �•�: •: 1 dl � J �j y��. ``�• IGH DIRECTION. ATTACH TO WOOD STUDS WITH Ibd (�\ CONCRETE MIXTURE TIEMpERATURE OF NOT GREATER THAN a0 DEGREES ,, L V "V GH ANCHOR• IIII nt2I W112F'2iri:MLDI WIRE FABRIC, SHALL CONFORM TO ASTM I I HRE:NHLIT AT POINT OF PLACEMENT jrat2 INGHE:S MINIMUM THROUGHOUT. POSITIONING A62 ANI; AI55. D TO INSURE THE CORRECT PLACEMENT OF THE REIN- a ALL BENDS SHALL BE MADE GOLD.. REMOVE ALL DEBRIS FROM FORMS BEFORE: POURING. SOLID GROUT ,_ — _, — — — � MAXIMUM. ALL CELLS (TYPJ 14- 4• BARS VERT. %BIW 2 7 2015 s CONCRETE SHALL NOT BE DROPPED t"TYf'. EA. PILASTEf� RESPONSIBLE FOR ALL STRUG'iURAL i1' e ALL WAL1_5 AND COLUMNS SHALL BE D0INLLED INTO FOOTINGS THROUGH REINFORGIN6 STEEL 50 A5 TO GAU5E SEGREGATION OF AGGREGATES. 24" SQUARE PAD ME FIELD FOREMAN Wim SAFES OF THE BAMS SIZE AND SPACING AS THL BARS ABOVE CIN al LA QUINTA N SHALL HAVE A MINIMUM OF (3) YEARS OF EXPERIENCE USE HOPPERS, CHUTES OR TRUNKS OP VARYING LENGTHS 50 THAT THE FREE UN- RSG," SQUARE PA17 THIS TYPE OF WORK. CONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT (SEE PLAN) COMMUNITY DEVELOPM NT ria ALL REINFORCING STEEL SHALL BE SECURELY WIRED AND PROPEW..Y NUMBS SHALL B5 USED TO INSURE THE` GONGR{=TE IS BE1N6 K1=PT LEVEL 5-4 BARB EACH WAY BACKFILL RETAINING WALLS UNTIL ALL MASONRY AND SUPPORTED 3" ABOVE THE GROUND AND 3" AWAY FROM FORMS. QEss�c' 15D DESIGN STRLN6TH5 (MINIMUM OF 28 DAYS OR N : USE E40XX ELECTRODE WHEN WELDING GRADE: 60 REBAR• EiOXX ALL ITEMS TO BE CAST IN GONGRE I SUCH A5 REINFORCING, FOR &RADE 40 REEAR SUCH WELDING SHALL BE PERMITTED ONLY WI DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SEGUREL.•Y SPEGIFIGAL.LY Di 516NATED ON THESE PLANS OR WHERE SPECIFICALLY POSITIONED IN THE FORMS BEFORE PLAGIN6 THE CONCRETE. SHALL HAVE ENTIRE SURFACE REMOVED TO ,>jv EXPOSE GLEAN AGGREGATE SOLIDLY EMBEDDED. THE CONTRACTOR SHALL FLAN V I EY `I '.�oQ OBTAIN THE ENGINEER'S APPROVAL OF GONSTRUGTION JOINT LOCATION IN ALJ. �� 5-27 lr FOOTINC75 AND WALLS. GONSTR.UCTION JOINT'S OR CONTROL JOINTS IN 5L.A85 ON co 11%. � GRADE SHALL BE LOCATED AT 20'-O" O.G. MAX. UNLESS NOTED OTHERWISE ON THE PLANTS. IF SAWGUiTIN6 15 USED FOR THE CONTROL JOINTS, THE GUTS SHALL BE MADE WITHIN 7 HOURS AFTER POURING, GONGRET'E BUT AFTER CURING TO A DEGREE THAT WILL PREVENT THE DISTURBANCE OF THE CONGRE'I A6&RE6ATE• CMU I L.ASTR SOOT I NCS G DRAWN GHEGKi27 D. POELTLER DATE MAY 2015 SCALE NOTED JOB NO. 15-153 SHEET G:ADYVGimcnialbono k IL < OL 0 !L 0 �- tu iJ NOTED OTHEi�W15E ON THE PLANS. GHOR TIES SHALL BE CORROSION RESISTANT ��- BARS SHALL BE FK= OF LOOSE FL.AKEY RUST AND .L.��.�i i' =a ;PROTECT GONGRE fE FROM DAMAGE OR PILASTER (TI ( , , J _• ; :: I ii ` AN SCALE, &F� AND OTHER MATERIALS WHICH MAY AFFECT OR IMPAIR " REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN GOMPLIANGE WITH AGI�' • •• 1 � `� &E X I WIDE: CORRUGATED SHEET METAL SPACED AT CONCRETE t� BOND. 305, UNIFORMLY COOL WATER AND A66RE6ATE5 BEFORE MIXING TO OBTAIN A GLR • .• ` �•�: •: 1 dl � J �j y��. ``�• IGH DIRECTION. ATTACH TO WOOD STUDS WITH Ibd (�\ CONCRETE MIXTURE TIEMpERATURE OF NOT GREATER THAN a0 DEGREES ,, L V "V GH ANCHOR• IIII nt2I W112F'2iri:MLDI WIRE FABRIC, SHALL CONFORM TO ASTM I I HRE:NHLIT AT POINT OF PLACEMENT jrat2 INGHE:S MINIMUM THROUGHOUT. POSITIONING A62 ANI; AI55. D TO INSURE THE CORRECT PLACEMENT OF THE REIN- a ALL BENDS SHALL BE MADE GOLD.. REMOVE ALL DEBRIS FROM FORMS BEFORE: POURING. SOLID GROUT ,_ — _, — — — � MAXIMUM. ALL CELLS (TYPJ 14- 4• BARS VERT. %BIW 2 7 2015 s CONCRETE SHALL NOT BE DROPPED t"TYf'. EA. PILASTEf� RESPONSIBLE FOR ALL STRUG'iURAL i1' e ALL WAL1_5 AND COLUMNS SHALL BE D0INLLED INTO FOOTINGS THROUGH REINFORGIN6 STEEL 50 A5 TO GAU5E SEGREGATION OF AGGREGATES. 24" SQUARE PAD ME FIELD FOREMAN Wim SAFES OF THE BAMS SIZE AND SPACING AS THL BARS ABOVE CIN al LA QUINTA N SHALL HAVE A MINIMUM OF (3) YEARS OF EXPERIENCE USE HOPPERS, CHUTES OR TRUNKS OP VARYING LENGTHS 50 THAT THE FREE UN- RSG," SQUARE PA17 THIS TYPE OF WORK. CONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET, AND A SUFFICIENT (SEE PLAN) COMMUNITY DEVELOPM NT ria ALL REINFORCING STEEL SHALL BE SECURELY WIRED AND PROPEW..Y NUMBS SHALL B5 USED TO INSURE THE` GONGR{=TE IS BE1N6 K1=PT LEVEL 5-4 BARB EACH WAY BACKFILL RETAINING WALLS UNTIL ALL MASONRY AND SUPPORTED 3" ABOVE THE GROUND AND 3" AWAY FROM FORMS. QEss�c' 15D DESIGN STRLN6TH5 (MINIMUM OF 28 DAYS OR N : USE E40XX ELECTRODE WHEN WELDING GRADE: 60 REBAR• EiOXX ALL ITEMS TO BE CAST IN GONGRE I SUCH A5 REINFORCING, FOR &RADE 40 REEAR SUCH WELDING SHALL BE PERMITTED ONLY WI DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SEGUREL.•Y SPEGIFIGAL.LY Di 516NATED ON THESE PLANS OR WHERE SPECIFICALLY POSITIONED IN THE FORMS BEFORE PLAGIN6 THE CONCRETE. SHALL HAVE ENTIRE SURFACE REMOVED TO ,>jv EXPOSE GLEAN AGGREGATE SOLIDLY EMBEDDED. THE CONTRACTOR SHALL FLAN V I EY `I '.�oQ OBTAIN THE ENGINEER'S APPROVAL OF GONSTRUGTION JOINT LOCATION IN ALJ. �� 5-27 lr FOOTINC75 AND WALLS. GONSTR.UCTION JOINT'S OR CONTROL JOINTS IN 5L.A85 ON co 11%. � GRADE SHALL BE LOCATED AT 20'-O" O.G. MAX. UNLESS NOTED OTHERWISE ON THE PLANTS. IF SAWGUiTIN6 15 USED FOR THE CONTROL JOINTS, THE GUTS SHALL BE MADE WITHIN 7 HOURS AFTER POURING, GONGRET'E BUT AFTER CURING TO A DEGREE THAT WILL PREVENT THE DISTURBANCE OF THE CONGRE'I A6&RE6ATE• CMU I L.ASTR SOOT I NCS G DRAWN GHEGKi27 D. POELTLER DATE MAY 2015 SCALE NOTED JOB NO. 15-153 SHEET G:ADYVGimcnialbono k