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06-3205 (RPL)P.O. BOX 1504 ^' VOICE (760) 777-7012 . .78-495 CALLE TAMPICO FAX (760)777-7011 LA QUINTA,. CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT C706-'00003205] Date: 11/15/06 Application Number: L_ 06--00003205 ] Owner: Property Address: 52760 PALAZO TAYLOR WOODROW HOMES, INC. r APN: 767-200-011-G. -318742 15 CUSHING Application description: PATIO COVER - RESIDENTIAL IRVINE, CA 92618 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 9071 ' Contractor: D Applicant: Architect or Engineer: TAYLOR WOODROW -HOM NC 16745 W. BERNARDO ST$11o19�016 ?006 USAN DIEGO, CP. 9212 1tl j/ (949)341-1200 Lic- No.: 352047 CITY OF LAQUINPA F1 E 1015 -`--------"----------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION _ I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and Professio als Code, and my License is in full force and effect. _ I have and will maintain a certificate of consent to self-insure for workers' compensation, as provided License Class: B License No.• 2047 - for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. j / /DateF�6 'aG C tractor. _' 1 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 OW R-BUILDER DEC ION insurance carrier and policy number are: I hereby affirm under penalty of perjury that I am exempt from the Con actor's State License Law for the •Carrier LIBERTY MUTUAL Policy Number WA765D283614056 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the.work for which this permit is issued, I shall not employ any - construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3700 of th abor Code, I rthwith mpl 'with those pr 'ions. that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by - �A any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).:pplicant: I • 1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORK RS' COMPENSATION COVERAGE IS UNLA UL, AND SHALL • - Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE NDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000).• IN ADDITION TO THE COST OF COMPENSATION, DAM S AS PROVIDED FOR IN improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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.). _ - APPLICANT ACKNOWLEDGEMENT ' I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. property who builds or improves thereon, and who contracts 'for the projects with a contractor(s) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for " pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application, - - (_) I am exempt under Sec. , B.&P.C. for this reason 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. - Date: Owner: - 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 _ CONSTRUCTION LENDING AGENCY permit to cancellation. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the I certify. aftt I have read this application and state that the above information is correct. I agree to comply with all work for which this permit is issued (Sec. 3097, Civ. C.). _ city county ordinances ands to laws relating to building construction, and hereby. authorize representatives of is county to enter upon t above-mentioned property for ' ti poses.///''' Lender's Name:- ' Date`1E 'nature (Applicant or Agent): Lender's Address: LQPERMIT Application Number . . . . 06-00003205 Permit PATIO COVER PERMIT Additional desc Permit.Fee 117.00 Plan Check .Fee .76.05 Issue Date Valuation 9071 Expiration Date 5/14/07. QtyUnit Charge Per Extension BASE FEE 45.00 8.00 9.0000 THOU BLDG 2,001-25,000 72.00 Special Notes and Comments a 682 S.F. TRELLIS IN PARK - RETENTION BASIN, PER APPROVED PRECISE -------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) -----_------- -RES - .90 Fee summary Charged Paid Credited Due Permit Fee -Total 117.00 .00 .00 117.00 Plan Check Total 16.05 .0.0 .00 76.05 Other Fee Total .90 .00 .00 .90 Grand Total 193.95 .00 .00 193.95 .. LQPERAIIT I ^ ci Bin # : : A` City of La' Q Uinta Building U Safety Division 112v '- • P.O. Box=1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # Project Address:' — Owner's Name: - A. P. Number: 10-7 — :)z0- t * Address: b2,bv Sk / Legal Description: 3j �% e 2 Contractor: lM_ Q/) DDA VW W� ire S . City, ST, Zip-, att Telephone: Address: I (o-7�S �(� S' (�O Project Description: City, ST, Zip: Ak 15&CA q4' a- IS M, _ l� Telephone: 3 _ _ State Lic. # : City Lic. #:7(on� Arch., Engr., Designer: Address: 25 �.. City, ST, Zip: AO Telephone: '7 (0 -"b- '. State Lic. #: t Name of Contact Person: 7'l Construction Type: Occ ancy: Project type (circle one): New Add'h Alter Repair Demo Sq. Ft.: # Stories: 77# Units: Telephone # of Contact Person: -Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACMG , PERMIT FEES Plan Sets Plan Check submitted —6 Item Amount L Structural Calcs. Reviewed, ready for corrections 61 111,kPlan Check Deposit Truss Calcs. Called.Coatact Person Plan Check Balance Energy Calcs. Plans picked up Ob Construction Flood plain plan Plans resubmitted Mechanical Grading.plan 2nd Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- Jr° Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees --7 Y "�< Uke 1112404 L IUB W IO(o---:P VCA DUE: l 1 19 10(o S 9 $ Nis Q�� 1� It 1.9 10(b STP,APFROv1V---� C 0n��N o 918%lo �Fc� . (5-huc," C�-eCS) E --v Ic so, eyf Ca&6t LW 4- N IDG'JN:- 205-2630 Ul ESIGN GROUP, INC. N E E Fu 2��A LCULATIONS' ENO. tMu"', ko ' ,. • • �• .:k � ' � . .. = . "CLIENT ;4 •. . ' ' i• ' TAYLOR WOODROW .HOMES . i. •II�RC.HITECT' ' SOUTH COAST ARCHITECTS; INC.. Ak `` • PROJECT- DESCRIPTION:.. =' LI4NDSCAPE CALCULATIONS FOR=THE ` re "CARMELA" ; PROJECT TO BE BUILT IN THE'CITY-OF µ t LAQUINTAi .CALIFORNIA. , SUBMITTAL, DATE:, • `• , s _ • � . - November,8, 2006.. � /� • � ., ITALY • 46 VIA JOMMELLI 11TALY • 20131 • TEL: 01139 (02) 261.0734 •.FAX: 01139 (02) 261.0746 = GERMANY • RICCARDA-HUCH-STR. 3 • RENSBURG • GERMANY • 24768 • TEL: 491714821210 • FAX: 4943314875 r ' Carmela - 205-2630 Title : Job # Taylor Woodrow Homes Dsgnr: Dater Description Landscape Details ` _ ' Scope: . Iandscape.ecv.Calculatio • Rev:. 560100 User. KW -0605341, Ver 5.6.1, 25 -Oct -2002 Square Footing Design (c)1983-2002 ENERCALC Engineering Software c:twi11\ec55\canne1a ' Description CONCRETE PAD UNDER 8X8 POST AT TRELLIS 1 General Information Calculations are designed to ACI 318-55 and 1997 UBC Requirements Dead Load 2.000 k Footing Dimensions 2.500 ft Live Load 1.500 k Thickness 48.00 in ' Short Term Load 0.000 k # of Bars 5 -Seismic Zone4 . Bar Size 6 Overburden Weight 0.000 psf Rebar Cover 3.000 Concrete Weight pcf fc 2,500.0 psi ' LL & ST Loads Combine .145.00 Fy 45,000.0 psi- siLoad LoadDuration Factor 1.330 Column Dimension 8.00 in,, - Allowable Soil Bearing 1,500.00 psf Reinforcing Rebar Requirement ' Actual Rebar "d" depth used 200/Fy 44.625 in 0.0044 As to USE per foot. of Width Total As Req'd 0.750 in2 1.874 in2 As Req'd by Analysis 0.0000 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0014 ' Summary Footing OK 2.50ft square x 48.Oin thick with 5- #6 bars Max. Static Soil Pressure 1,140.00 psf Vu : Actual One -Way 0.00 psi Allow Static Soil Pressure 1,500.00 psf Vn'Phi : Allow One -Way 85.00 psi Max. Short Term Soil Pressure 1,140.00 psf Vu : Actual Two -Way. 0.00 psi t Allow Short Term Soil Pressure 1,995.00 psf Vn'Phi : Allow Two -Way 170.00 psi Alternate Rebar Selections... Mu :Actual 0.70 k -ft / ft 10 ' 7 # 5's 5 # 6's Mn ' Phi : Capacity 130.22 k -ft / ft .#4's 4 # 7's 3 # 8's 2 # 9's 2 # 10's `` { •� Carinela - 205-2630 Title r. •, 4 " \ Job # # '•Tayl'or Woodrow Homes W Dsgnr: t Date C r K ►' Ste:. �7c . Description : 3 ,Landscape Details t X47 Scope: t Rev: 560100 ' t .'User. KW-0605341,Ver56.1, 25 -Oct -2002 Masonry Column Design• '� `� '' ` ,(c)1983-2002 ENERCALC En ineerin 'Software ' ' 9 9 _ . c will\ec55\carrnela landscape ecw:Calwlatio ` DescriptionM Pilaster Detail 1/SL•.2 General Information +' '*' Calculations are designed to 1997 UBC Requirements Column Height . - 7.500 ft fmY 1,500.00 psi, Seismic Facor 0.3000 t a... W'idth `. 1 s 32.000 in Fs 24,000.00 psi Seismic Zorn ' ' "4 "' C ..Depth ,: �, X32 000 in Em = fm "' 900.01 Wall Density 125'000 pcf ' Column Area 1,024.00 int ` -� ' ; t Load Durattcn Factor ' ;Rebar Size 4 ., , . - .; t 4• c t, x Speciallnsp_ctlon. ;c ' Bar Count Each Face 6 _t y t ..:rebar area 1.200 int Rebar Depth k 4.000 in r i Applied Loads Vertical Load - Lateral Load. c. 0.00 #/fE ' Dead Load ,. 0.00 k �^ distance to bottom0.000 ft r , } Live toad {' 0.00 k ,.distance -to top' 0;000 ft *1 } .: eccentricity. `� « 0.000'in ` �` Load Type. LoadType r• - Seismic Floof , • Wind toad ' \j 2000 psf t A Design Values Allowable Steel Tension : 1 24,000 00 psi ww , rip , 0.20139 a 'j 0.84518 r Fa: [.25*fm*Aseff*(.5 w/o sp.. insp.)* "(.5 if thk < 12") - .. ' k 0.4644E 2/k1 }5.09499 + .65 * as * Fsc] * [1-(h'/140r)12]lx 409.52 psi *: n X21.481 . , E 1,350,000 psi f , F15.Masonry 0 33*Pm (5 w/o sp..insp) <= 2000 495.00 psi s �- Max Allow Moment w/o Axial Lvoad 4,j 4 5 2 5 ft # ` ; In Max. Allow Axial Load w/o Moment j Load.Combinations, &Stress Details Summary � Bending Stresses Maximum of, .� rMoment ' Axial h Steel Masonry, `^ Aerial Stress `fb/Fb'+ fa/Fa Top of Wall ;' '"ft=# • lbs r, y psipsi } psi fs / Fs " Dead + Live Load 0.0 0.0,- 0 0 0 00 's 0.00 0.00007,t Btwn Base &Top of Wall F Dead ,+ Live +`Wind 375:03,333:3 1,1092 ± 44.78 3.26 = •,0.0984 Dead + Live + Seismic 1,875.0, 3,333.3 5,546.1 223.90. 3.26 "; 0.4603 r t Summary t ,i ' ,Column Design'OK 7.5ft high column, Width= 32.000in, Depth= 32 000in Using 6`- #4 bars at 'd' _ 4.00In : x Y Governing Load Combination,, is.... Dead + t'ive +:Seismic.Between Top & Bottcm _ Masonry Bending Stress t' 223.90 psi .+.~` %Steel'Bending Stress 546.12 psi Masonry Axial Stress' 3.26 psi . ` ' Combined Stress Ratio S y0.4603 < 1.3300 (allowable): r 4 Summary of Loads & Moments Vertical Loads..: �f Lateral Loads... ' Total DL @ Top 0.00 k 0.00 k .•� Wind +`.Lateral 53.33 #/ft, , T c ,Mid -Height DL +,LL 3.33 k' x, ` , 0.00:k Seismic +. Lateral ' t`266:67 #/ft Combined Moments:. � h t� u Top DLr+ LL 0.00 ft-#_-` y Mid: Dl. +, LL^+ -Wind 375.00 ft -# µ. - I Mid: DL + LL + Seismic 1,875'.00 ft-# Y Y + pt t• S T t j I .'. _� 4 r � �`.•� 'zr r - T P4 } of �.. �„ - Ery �.�,,,ii.� r .�:� �i �. ,1 a ; � , - � s . �Y. � " . i .. t * .. r. "Lss'C 1 _ - � .,,�. 4i f � �/' • GENERAL 1. THESE PLANS ARE THE PROPERTY OF THE INFINITY DESIGN GROUP, INC. AND ARE NOT TO BE REUSED FOR ANY OTHER PROJECT OR LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF INFINITY DESIGN GROUP, -INC. 2. THE GENERAL CONTRACTOR SMALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARC141TECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 4, ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING CODE LATEST EDITION. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATION WALL BE COMPLIED WITHIT 15 THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR AND/ OR MATERIALS NEED TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER OF ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS, 5. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING TEMPORARY SUPPORTS, ETC., ARE THE 50LE RESPONSIBILITY OF THE CONTRACTOR, AND 14AVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF THE SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE- THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE- MENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. (o. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT SM CONSIDERED BY THE STRUCTURAL ENGINEER. 7. DRY WALL CONTRACTOR MUST PROVIDE PROPER SHORING UNDER ALL DRY WALL STACKS. THE STRUCTURES ARE NOT DESIGNED FOR T14ESE LOADS. 8. IT WALt BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE EX15TINGUTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE E CONTRACTOR WALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 9. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY BY THE ZONTRACTOR SHOULD ANY DISCREPANCY OR QUESTION ARISES PERTAINING TO T14E WORKING DRAWINGS. 10, REFER TO SOILS -REPORT FOR ANY QUESTIONS REGARDING SOIL REQUIREMENTS. 11. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUB- -CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE, 12. No FRAMING OF ANY TYPE SHALL BE CONCEALED PRIOR To INSPECTION BY GOVERNING AGENCIES. 13. GRADING AND DRAINAGE: ALL PAVING, FLAT WORK AND PLANTER5 NEXT TO THE BUILDING WALL BE PROPERLY GRADED TO CARRY WATER AWAY FROM THE BUILDING, 14. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE WRITTEN CONSENT OF INFINITY DESIGN GROUP, INC. 15, ALL OF THE A.5.T,M. DESIGNATIONS ARE TO BE OF THE LATEST EDITION. 16. CONTRACTOR 15 TO CHECK AND VERIFY SIZE AND LOCATION OF ELECTRICAL SERVICE AND PLUMBING RUNS WITH ELECTRICAL AND PLUMBING CONTRACTORS BEFORE T14E BEGINNING OF'CONSTRUCTION. 17. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING BUILDING AND ALL THE CONDITIONS PRIOR TO SUBMITTING BIDS TO THE OWNER SINCE PROPOSALS MUST BE TAKEN INTO CONSIDERATION FOR ALL SUCH CONDITIONS AS IT MAY AFFECT THE WORK. 18, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE -RESULTS OF ERRORS, DISCREPANCIES OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT OR ENGINEER OF RECORD BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. Iq. No DEVIATIONS FROM STRUCTURAL DETAILS WALL BE MADE WIT14OUT THE WRITTEN APPROVAL OF INFINITY DESIGN GROUP, INC, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. 20, "OR EQUAL"; THE CONTRACTOR SHALL SUBMIT TO- INFINITY DESIGN GROUP, INC, ALL MATERIALS OR EQUIPMENT WHICH 15 CONSIDERED "OR EQUAOTO THE SPECIFIED FOR APPROVAL. 21. THE SUBCONTRACTOR SHALL ENSURE THAT ALL WORK t5 PERFORMED IN A LIKE PROFESSIONAL MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY MATERIAL OR ITEMS DAMAGED BY SUB- CONTRACTORS PERFORMANCE. SUBCONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND FULLY COOPERATE WITH EACH OTHER DURING THE COURSE OF THE CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVERLAP OF EACH OTHERS WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK. ALL SUBCONTRACTOR WORKMANSHIP WILL BE OF QUALITY TO PASS INSPECTION BY LOCAL AUTHORITIES. INSPECTION BY LOCAL AUTHORITIES, LENDING INSTITUTIONS, ARCHITECT, ENGINEER OR BUILDER. ANY ONE, OR ALL OF THE ABOVE-MENTIONED INSPECTORS MAY INSPECT WORKMANSHIP AT ANY TIME, AND ANY CORRECTIONS NEEDED TO ENHANCE THE QUALITY OF THE BUILDING SMALL BE DONE IMMEDIATELY, 22. EACH SUBCONTRACTOR, UNLESS SPECIFICALLY EXEMPTED BY THE TERMS OF 1415 - SUBCONTRACTOR AGREEMENT, SHALL BE RESPONSIBLE FOR CLEANING UP AND REMOVING FROM THE JOB SITE ANY TRASH AND DEBRIS LEFT BY OTHER SUB -CONTRACTORS. BUILDER WILL DETERMINE HOW SOON AFTER SUBCONTRACTOR COMPLETES EACH PHASE OF 1415 WORK THAT TRASH AND DEBRIS WILL BE REMOVED FROM THE JOB SITE. 23. PROVIDE SPECIAL INSPECTION PER SECTION 1701 OF THE UBC AS WHERE APPLICABLE, 24. UNLESS NOTED OTHERWISE ON THE DRAWINGS, TAE DETAILS ON THE DRAWINGS SHALL BE USED WHENEVER APPLICABLE. WHERE NO DETAILS 15 -SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK. 25. INFINITY DESIGN GROUP, INC. 514ALL NOT BE RESPONSIBLE FOR LOAD VALUES OR SPECIFICATIONS OF MANUFACTURER'S PRODUCTS USED IN DESIGN, 26, STRUCTURAL OBSERVATION SHALL BE PROVIDED PER SECTION 1702 OF THE UBC. WOOD FRAMING ALL WOOD MATERIALS AND CONSTRUCTION SHALL CONFORM, TO THE REQUIREMENTS SPECIFIED IN CHAPTER 23 OF THE CBC. 1, ALL LUMBER SHALL BE GRADE MARKED AND CONFORM WITH THE STANDARD GRADING AND DRESSING RULES W.W.P.A. t OF THE WEST COAST LUMBER INSPECTION BUREAU. MAXIMUM MOISTURE CONTENT NOT TO EXCEED ft, FRAMING LUMBER TO BE WEST COAST DOUGLAS FIR AS FOLLOWS. -ALL 2X4 TOP PLATES / SILL PLATES ............. STANDARD OR BETTER V.N.O. -ALL 2X6 TOP PLATES / SILL PLATES ......................... #2, U.N.O. -ALL 2X4 STUDS .......... STANDARD OR BETTER U.N.O. -ALL 2X6 AND LARGER STUDS. ................#2, U.N.O: -ALL 4X, POSTS. ........ . . . . I . I .... OR BETTER U.N.O. -ALL (qX POSTS # LARGER. ..... .. I .......... . . I .. #I, U.N.O -AH 2X JOISTS AND RAFTERS ...... ......................... #21 U.N.O -ALL 4X12 t SMALLER FRAMING MEMBERS, ...... ........ ...... #2, U.N.O -ALL 4X14, 4XI6, 6X 4 5X FRAMING MEMBER. ............ .... #I, U.N.O 2. ALL RESAWN t ROUG14SAWN BEAMS ARE TO BE DELIVERED FREE OF HEART CENTER, 3, ALL SILL PLATES RESTED ON CONCRETE OR MASONRY SHALL BE PRE55URE TREATED DOUGLAS FIR. 4. ROOF SHEATHING SHALL BE CDX. USE EXTERIOR TYPE, MINIMUM GRADE WHERE SHEATHING 15 EXPOSED To WEATHER. THE SPACING IN INCHES, OF ROOF AND FLOOR SUPPORTS OVER WHICH PANELS ARE APPLIED 54ALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. ALL STRUCTURAL PANELS IN ACCORDANCE WITH NER-108 SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OF THE AMERICAN PLYWOOD A55XIATION (APA), TECO OR PITTSBURGH. 5. PLACE SHEATHING PERPENDICULAR TO JOISTS AND "C" FACE DOWN. 6. NAILS FOR FRAMING WORK TO.' -BE *COMMON' NAILS TYPE UN.O. ON PLANS, 7. ALL METAL ANCHORS FASTENERS AND CONNECTORS ETC. SPECIFIED ON PLANS SMALL BE FROM THE SIMPSON STRONG -TIE . COMPANY OR AN APPROVED EQUAL IN STRUCTURAL DESIGN AND LOAD VALUES. FULLY NAIL OR BOLT ALL HARDWARE, i.e. STRAPS, PAHD's, MANGERS, PB/CB, PC/CC, M. 8. ALL JOIST HANGERS SMALL BE SIMPSON "U" HANGERS U.N.O., OR AN APPROVED EQUAL t14 STRUCTURAL DESIGN AND LOAD VALUES. q. ALL INTERIOR -WALLS NON-SEARING/NON-SHEAR 'WALLS ARE TO BE SECURED WITH RAM5ET/REDHEAD 15245VB SHOT PINS @ 24" o.c., REFER TO TIANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. 10. ALL CONVENTIONAL FRAMED PORTIONS TO BE CONSTRUCTED . PER SECTION 2320 OF THE UNIFORM BUILDING CODE. ALL NAILING 15 TO BE PER TABLE Na. 23-11-8-1 OF THE 2001 CBC. 11, REFER TO TRUSS DRAWING AND CALCULATIONS FOR CALIFORNIA FRAMING REQUIREMENTS, 12, PROVIDE DOUBLE FLOOR JOISTS, BELOW ALL PARALLEL EL PARTITIONS, U.N.O. 13. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER WALLS PERPENDICULAR TO FLOOR JOISTS, 14. PROVIDE MINIMUM 2X6 STUDS AT PLUMBING WALLS WHICH ARE BEARING. 15. TOP PLATES OF ALL STUD WALLS SHALL BE TWO PIECES THE SAME SIZE AS STUDS, U.N.O. SPLICES TO LAP 4-0" MINIMUM WITH A MINIMUM OF (8)-16d NAILS PER SPLICES. SEE DETAIL 12/503 U-N.O. 16. ALL BOLT HEAD AND -NUT5 BEARING ON WOOD WALL 14AVE CUT WASHERS AND ALL BOLT HOLES SHALL BE DRILLED 1/32' LARGER THAN THE BOLT DIAMETER. , 1 17, PRE DRILL FOR NAILING WHEN NAIL SPACING RESULTS IN THE WOOD SPLITTING. 15. PROVIDE IX6 DIAGONAL LET IN BRACING (AT APPROX. 45 DEGREE) EVERY 251-0" MAXIMUM IN STUD WALLS NOT SHEATHED. NAIL WITH (2)-8d'5 PER STUD AND (3)-8d'5 AT -EACH END TO PLATE, (MINIMUM (4) -STUDS), 19, ALL BEAMS SHALL BE SUPPORTED WITH SAME WIDTH FULL BEARING STUDS OR POSTS, U.N.O. 20. USE 16d NAILS AT 12" o.c. STAGGERED FOR DOUBLE FLOOR JOISTS AND (2) ROWS OF 16d . NAILS @ 12" a.c. @ EA. 51DE FOR TRIPLE FLOOR JOISTS. 21. ALL MULTIPLE STUDS TO BE ATTACHED WITH 16d NAILS AT 24o.c, 22, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUITS, ETC. UNLESS SPECIFICALLY DETAILED BY THE STRUCTURAL ENGINEER. ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN CHAPTER Iq OF THE UBC, L THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 p5l. CONCRETE TO BE MACHINE MIXED WITH A MAXIMUM OF 7-1/2 GALLONS OF WATER PER SACK OF CEMENT. 2. ALL CEMENT USED SHALL CONFORM To A.S.T.M. C-150, 3, REFER TO U.B.C. TABLE IqA-A-4 FOR CONCRETE REQUIREMENTS AT SULFATE CONDITIONS. 4. FINE AND COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE AND A.5,T.M, C-350 FOR LIGHTWEIGHT CONCRETE. S. FF-ADY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A.S.T.M C -C14, 6. REINFORCING BARS SMALL CONFORM TO A.5.T.M. A-615 GRADE 40 AND APPLICABLE U.B.0 STANDARD, 7 WATER SMALL BE CLEAN AND SUITABLE FOR DOMESTIC USE. 8 TOP OF CONCRETE SLABS NEEDS TO BE A MINIMUM OF 6" ABOVE FINISH GRADE. Cl PROVIDE 3/41' CHAMFERS AT ALL EXPOSED CORNERS. 10. FOUNDATION (WIDTHS AND DEPTHS) AND REINFORCING AS SHOWN ON PLANS ARE SUPERSEDED BY LOCAL CODES OR ORDINANCES WHICH REQUIRE INCREASES OF THE I1. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED INTO POSITION AND iNsPEcTED, BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF ANY CONCRETE. 12. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS IN THE STRUCTURAL SLAB OR HALL THICKNE55 SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. Il LOCATION OF CONSTRUCTION OR POUR JOINTS MUST BE APPROVED By THE STRUCTURAL ENGINEER. 14. FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOIL/ GEOLOGY ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. 15. DO NOT PLACE CONCRETE UNTIL ALL REINFORCEMENT, CONDUIT OUTLET BOXES, ANCHORS, HANGERS, SLEEVES, BOLTS OR OTHER EMBEDDED MATERIALS AND ITEMS ARE SECURELY AND PROPERLY FASTENED IN THEIR PROPER PLACES- AND.P05iTIONS. SUBCONTRACTORS 514ALL VERIFY INSTALLATION OF HOLDOWNS AND ANCHOR BOLTS STRAPS AND OTHER ANCHORAGE MATERIAL AND ITEMS PRIOR TO PLACEMENT OF CONCRETE. 16. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING 5TEeL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS OTHERWISE ON PLANS: _SLAB -ON -GRADE. . . . . .......................... CENTER Or SLAB -CONCRETE BELOW GRADE, FORMED........: , ... I ........... 211 -CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH)... , I . . 1 ... 3# -CONCRETE EXPOSED TO WEATHER. .... , ...... < , ....... 1-112' -WALLS .................. .......................... V 17. ELECTRICAL GROUND. EXTEND (I) -REINFORCING BAR UP 18" ABOVE CONCRETE AT 'ELECTRICAL PANEL LOCATION. 16. CONCRETE CONTRACTOR SHALL PERFORM ANY DRY -PACKING OPERATIONS NEEDED BY THE FRAMING CONTRACTOR IN BRINGING 1415 TOP PLATE LINES TO A LEVELED 'CONDITION. Iq. CONCRETE CONTRACTOR SHALL PROMPTLY REMOVE ANY ANCHOR BOLTS OR OTHER STEEL INADVERTENTLY MISPLACED IN OR AT OPENINGS AND WALL PATCH ANY SURFACE DAMAGE CAUSED BY THE REMOVAL THEREOF. 20. REFER TO CIVIL ENGINEERS PRECISE GRADING PLANS FOR LOCATION OF DEEPENED FOOTINGS. 21, SLABS SHALL BE TROWELED SMOOTH AND LEVEL AROUND ALL PLUMBING PIPES, ELECTRICAL CONDUIT, AND MISCELLANEOUS IRON STRAPS PROTRUDING THEREFROM. SLABS SHALL BE, SPRAYED WITH HUNTS PROCESS CURING COMPOUND IMMEDIATELY AFTER FINISH TROWELING. 22. AFTER COMPLETION OF POURING EACH SLAB, CONCRETE CONTRACTOR SMALL REMOVE ALL FORM OF LUMBER, MISCELLANEOUS LUMBER AND CONCRETE DEBRIS, LEAVING JOB SITE CLEAN AND GRADED SMOOTH FOR OTHER WORKMEN 23. CONCRETE CONTRACTOR TO FURNISH ALL CONCRETE, ROCK, SAND, MESH, MEMBRANE, ANCHOR BOLTS N/ NUTS AND WASHERS, ANCHOR STRAPS, FORM MATERIALS, HUNT'S PROCESS COMPOUND AND REINFORCING STEEL. ALL -SPECIAL STEEL SHALL BE FABRICATED 13Y STEEL SUBCONTRACTOR AND SUPPLIED BY CONTRACTOR. ALL FORM LUMBER SHALL SR STRAIGHT; ALL SCREEDS SMALL BE STRAIGHT. ALL POINTS ON T14E BUILDING SLABS SMALL BE WITHIN ±-1/8" OF ESTABLISHED GRADE ELEVATION WITHIN ANY 12" RADIUS. 24. DRYPACKING OR NON -SHRINKING GROUTING SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2,500p5l AT 7 DAYS AND 6,000psi AT 28, DAYS. 26. HEIGHT AND WIDTH OF ALL FOOTING TRENCHES SMALL BE AS PER PLAN; TRENCHES FOR FOOTINGS SHALL BE CLEANED BEFORE CONCRETE 15 POURED AN IMAGINARY UNE FROM THE BOTTOM CORNER OF ANY FOOTING, EXTENDING DOWNWARD AT 45 DEGREES FROM THE HORIZONTAL SHALL NOT INTERSECT ANY EXCAVATION FOR GAS, SEWER OR DRAINAGE PURPOSES. 26. POST TENSION SLABS, IF, APPLICABLE. P05T TENSION LOAM FROM STRUCTURE ABOVE SHALL BE SUPPLIED TO THE P05T TENSION ENGINEER PRIOR TO POST TENSION DESIGN. ANCHOR BOLTS AND OTHER HARDWARE To BE SHOWN ON P05T TENSION PLANS To AVOID CUT MIS -LOCATION OF HARDWARE, AND POSSIBLE FIELD FIXES WHICH MAY CUT TENDONS 27. DRYPACKING OR NON -SHRINKING GROUTING SMALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2,500ps1 AT 7 DAYS AND 6,000ps! AT 25 DAYS, 28. THE INFORMATION PROVIDED IN THIS SECTION 15 MINIMUM STANDARDS, N ......... . .. . . . . . . . . . . . ALL FOUNDATION ;MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS spEof wo IN CHAPTER 18 OF THE UBC. I. ALL CONTINUOUS FOOTINGS SHALL 44AVE 5/8" DIA, X 12" LONG ANCHOR BOLTS WITH 2"X2"X3/10 WASHERS AT 72N ox., U,N.O. ON PLANS. USE MIN. (2)-A,B.5 PER 15111 PLATE PER SHEAR PANEL WITH (I) -ANCHOR BOLTS AT MAX.. 12" FROM ENDS AND SPLICES, U.N.O. 2, USE 12' LONG ANCHOR BOLTS AT ALL 3X SHEAR PANEL SILL LOCATIONS 3, ALL CONTINUOUS GRADE BEAM FOOTINGS SHOULD HAVE MINIMUM OF (1)-#4 REIN- FORCING BAR AT TOP AND BOTTOM, U.N.O. 4. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL, AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT, AND IF CONDITIONS ARE MORE RESTRICTIVE THAN THE STATED STRUCTURAL MIN, REQUIREMENTS, THEY SHALL SUPERSEDE SAID STRUCTURAL MIN. REQUIREMENTS. 5. PROVIDE #3 X241' LONG DOWELS AT 24" ox. AND 12" FROM CORNERS AT ALL CONCRETE STOOPS AND PORCHES. 6. ALL HOLDOWN5 TO BE INSTALLED ACCORDING TO SIMPSON 5TRONG-TIE SPECIFICATIONS AND REQUIREMENTS. 7. FRAMING CONTRACTOR TO PROVIDE FOUNDATION CONTRACTOR WITH HARDWARE LOCATIONS. 5. ALL METAL ANCHORS, FASTENERS, AND CONNECTORS, M. SPECIFIED ON PLANS SHALL BE FROM THE SIMPSON STRONG -TIE COMPANY. ANY OTHER BRAND MUST 15E APPROVED IN WRITING BY ENGINEER OF RECORD. q. VERIFY THE LOCATIONS Or FOUNDATIONS HARDWARE WITH T14E FRAMING CONTRACTOR PRIOR TO'PLACEMENT OF CONCRETE. DO NOT REDUCE SHEAR PANEL WIDTH WITHOUT 'WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. 10. REFER TO ELEVATION PLAN ADDENDA FOR ANY VARIATIONS. 11. HOLDONN ANCHOR$, e.g. SIMPSON HDA's, PAHD'sj CB's, PB's TO BE TIED IN PLACE PRIOR TO CALLING FOR INSPECTION. 12. FOUNDATION EXCAVATIONS SHALL BE JN5PECTED PRIOR TO FORMING OR PLACEMENT OF REINFORCING STEEL BY THESOILS ENGINEER. I3, BUILDER TO SUBMIT A COPY OF VALID SOILS REPORT TO BUILDING DEPARTMENT FOR PLAN CHECK PURPOSES. 14. REM TO COVER OF THE STRUCTURAL PLANS FOR SOILS REPORT INFORMATION REGARDING COMPANY AND SOIL DESIGN PARAMETERS. 15. CONCRETE SHALL BE PROPORTIONED TO PROVIDE QA MINIMUM COMPRESSIVE STRENGTI41 FIC, EQUAL TO 9500 psi (28 DAYS), UNLESS NOTED OTHERWISE. REFER To POST TENSION DRAWINGS FOR HIGHER STRENGTH CONCRETE IF REQUIRED. (MIN. F'C = 4500 psi 16. SPECIAL INSTRUCTION US REQUIRED FOR CONCRETE WITH FC > 2500 psi 17. ALL REINFORCING, DOWELS, AOLDOWNS, AND OTHER INSERTS WALL BE SECURED IN POSITION AND APPROVED BY THE LOCAL BUILDING OFFICIAL PRIOR TO POURING OF ANY CONCRETE 18. MIN. CONCRETE COVER FOR REINFORCING -CONCRETE, PLACED AGAINST EARTH NOT FORMED .............. .... 311 -CONCRETE FORMED OR TROWELED .......................... 211 -WALLS AND CURBS ............ 1-1/2" -SLAB 04 GRADE .............. ...... I AT CENTER L4" MIN. EMBEDMENT (D3/8"DIA. REBAR W/ EPDXY O2 SIMPSON STRAP STI(o ! - 6X12 R.S. DOUGLAS FIR W/ CORBEL' NOTE: SEE DETAIL A/^' FOR ADDITIONAL INFORMATION NOT SHOWN HERE 5 (o'x12" P-5. DOUGLAS FIR BEAMS W/ CORBEL END DETAIL --- \ Ox!2" R.S. DOUGLAS FIR BEAMS W/ CORBEL END DETAIL 8'W R.S. DOUGLAS FIR P05T. SEE PLAN FOR LAYOUT r co cit PLAN VI EW P05T TO FOOTING REFER TO DETAIL G/CP-4 OFN RGA LANDSCAPE ARCHITECTS, INC. fOR NON STRUCTURAL AND OTHER INFORt'lATION NOT SHOW 4" MIN. 411 MIN. EMBEDMENT EMBEDMENT 0 114" DIA. LAG SCREW (MIN. 6" EMBEDMENT INTO POST) SIMPSON A34 AT EACH 51 DE S I MPSON PC88 ALT. SIMPSON HUC48TF HANGER ALT. 3/5" DIA, REBAR W/ EPDXY ALT. SIMPSON STRAP 5TIG U4X8 R.5. DOUGLAS FIR AT 24"o.c. 6X12 R.S. DOUGLAS FIR N/ CORSEL JOB NO. iinI2006 PLOT DATE: 205-2630 SCALE: NOT TO SCALE (DO NOT SCALE PRINTS) REVISIONS: . . . . . . . . . . TOP CONNECTION, SECTION A -.. A A ............ ......... 7-1/2'X7-1/2XI/4" STEEL PLATE WELDED TO L6XGXI12" ANGLE N1 114" FILLET WELD SHOP WELD . . 111DIA. MACHINE BOLT W/ ........................ ....... 2-112"X2-112'XI14" WAS44ER f] 8X5 POST (U.N.O.) Fj U, I L - ---- ------- . ...... .... A 09MN 4 ................. ..... . . ... .... . . ......... ..... .. .... ..... EXTEND L(oX(oXI12" INTO -7 CONCRETE FOOTING AS SHOWN CONCRETE SLAB 5" W/ 04 ... .. .. . . . . BARS AT 24o,c, .......... . . . . . . . . . .......... . . ..... jar... EACH WAY ........ . ..... . . .............. . . . . . ...... v R; .... 614i�roupxorn REVIEWED By CONSULTANT www.infir4 . .... V1. 6 FOR CODE COMPLIANCE THESE PLANS AND SUPPORTING DOCUmENTATION HAVE BEEN REVIEWED AND FOUND TO Sp -OW COMPLIA!,'CE MTN SEAL THE CALIFORNIA BUILDING CODE AS ADOPTED BY THIS \�j a3 I � 3 \�� JUt"SP1 -ON- UANCE OFA BUILDItIo PERMIT BASED UPON j: S is RECOMMENDED SLI3,ECT To COND OTHER APPLICABLE AGENCIES AND ANY T1415 SEAL 15 ONLY I LIOT NCLOSED LETTER FOR THE PORTIONS t NOV 0 9 2006 OF THE STRUCTURAL COVERED UNDEP, GROUP, INC. DA z- THE STRUCTURAL O TE CALCULATIONS. NO RESPONSIBILITY 15 E CITY OF LA QUINTA -310 ASSUMED OR IMPLIED FOR THE ACCURACY %'TRljCTfJVAL ON1 Or THE FLOOR PLAN •BUILDING & SAFETY DEPT. 0 C BACKGROUNDS. Q, FOR CONSTRUCTION vk• APPROVED - -------- - EMBEDMENT IT- ---- I I I I i i I I I I I I I I I i I I I I` CA I I I I I I I I I = I a HLINE DI 'HLINE C I a a R 14 ' I_ , a a = , a P i _ I _ B 1 Y M71T LIMIT -OF WORK /i f11. I I I III k l Ii I Lu I �I I I � I rl ziI11, I� II I P I t II I I f I �Cr/ llj I I {Till NJ12 Int l"\� l ,, � I I III,. I v;� PA I uj r i I �w � .; �\ `\•1 � o �� {�J fly � � I x PA I 11 �1 J 1 11 SII I I t I I l lY' O a I ii' r I J /lit 1 Lu I J X 1� 1 x�. 1 rn` I I I t y I t \ x I i I I TNfHLINE D _ h HLINE C I SHADE STRUCTURE: *SHADE STRUCTURE TO BE CONSTRUCTED OF KILN DRIED DOUGLAS FIR, STRUCTURAL GRADE *1. CONNECTORS TO BE BY SIMPSON, INCLUDING BUT NOT LIMITED TO COLUMN BASES, COLUMN CAPS, ANGLES AND STRAPS. ALL WOOD SMALL BE RESAWN OR ROUGH SAWN. ALL WOOD SHALL BE FINISHED WITH A PENETRATING STAIN - COLOR TO BE SELECTED BY OWNER. CONCRETE FOOTING *GONG. SHALL BE 2,500 pol (MIN) PORTLAND CEMENT CONC. (NOTE IN SOILS WITH HIGH ALKALINITY CONC. SHALL BE 4,000 psi, (01/2 SACK, TYPE 11). PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2' FRON BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. WATERPROOFING KEYNOTE (RET. WALLS) *PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL EXTEND FROM FOOTING TO 2" (MIN) ABOVE GRADE. PLANTING NOTE: WARNWG NERIUM SPECIES NOT SUBJECT TO WARRANTY DUE TO POTENTIAL FOR PIERCE'S DISEASE. ENTRY GATES: *PROVIDE KNOX BOX PER FIRE DEPARTMENT REGULATIONS. *PROVIDE CALL BOX AS PART OF SHOP DRAWINGS TO BE.SPECIFIED BY ELECTRICAL CONTRACTOR. SUBMIT SHOP DRAWINGS FOR GATE OPERATING EQUIP. INCLUDE PRESSURE PLATES, REMOTE CONTROLS, AND CALL BOX. *GATE AND FENCE MATERIAL TO BE WROUGHT IRON. GATE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR APPROVAL. y w \1 *72 . HARDSCAPE GENERAL NOTES: *ALL CONCRETE SHALL BE .Al WATER/CEMENT RATIO, 4,000 psi, 61/2 SACK MIX, TYPE II PORTLAND CEMENT (ONLY IN SOILS W/ HIGH ALKALINE OR SALT CONTENT). *ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. *INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. *PARKING, ROAD LAYOUT, AND DRIVEWAYS BY OTHERS. *ACCESSIBILITY COMPLIANCE BY OTHERS. *LANDSCAPE ARCHITECT MUST FIELD REVIEW WALKWAY LOCATIONS PRIOR TO CONCRETE BEING POURED. *ALL GRADING AND DRAINAGE DESIGN, INCLUDING ALL FLATWORK, BY CIVIL ENG. 0 SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE 16 OPEN. A EXPANSION JOINTS - PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS. _ = IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY - SCHEDULE 40 PVC 11/2' TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) PA PLANTING AREA. T.W. TOP OF WALL POB POINT OF BEGINING *STRUCTURAL DESIGN BY OTHERS. *THIS PLAN 16 INTENDED TO PROVIDE AESTHETHIC DIRECTION AND FINISHES ONLY. *WATERFEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECS PRIOR TO CONSTRUCTION. *DIMENSIONS INDICATE CENTER POINT OF WALK. LAYOUT SHALL HAVE CONTINUOUS UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING. *CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. NORTH SCALE: T=20'-0` GRAPHIC SCALE FLATWORK KEYNOTES 40' so• 20' io' o OLOCATION BY CIVIL 2� GATE CONTROLLER 60mm INTERLOCKING HERRINGBONE PTTRN. CONC. PAVERS BY ORCO BLOCK (951) 849-7891. COLOR TO BE SELECTED BY COLOR CONSULTANT INSTALL PER ICPI STANDARDS. 4� 12' WIDE x V/2' THICK, CONCRETE WITH 6x6 10/110 WWM CENTERED IN SLAB. CONCRETE COLOR TO BE NATURAL. 5O CARD KEY ACCESS PICNIC TABLES TO BE QUICK -CRETE (951) -13-7-6240 OQ5-42FC x2 AND *OQS-42FC3 xl - FINISH TO MATCH BENCHES. (QTY. -3) O LOCATION AND SPECIFICATIONS BY CIVIL O EDGE OF BANDING TO START a TANGENT OF RADIUS 0 31/2' THICK CONCRETE WI-TH MEDIUM BROOM FINISH, COLOR TO BE NATURAL. 10 6' THICK, CONCRETE BASKETBALL COURT WITH 6x6 10/10 WWM CENTERED IN SLAB. SAND FINISH W/ PAINTED LINES. CONC. COLOR TO MATCH WALKS. BASKETBALL HOOP/POLE TO BE PROVIDED VIA SHOP DRAWINGS. 11 FALL SAFE RESILIENT SURFACE TO BE SELECTED BY LANDSCAPE ARCHITECT. 12 PLAYGROUND STRUCTURE TO BE SELECTED BY LANDSCAPE ARCHITECT. 13 BENCH TO BE BY QUICK—CRETE (951) 131-6240 AZTEC *02AC125 FINISH TO BE ADOBE TAUPE IN SANTA FE TEXTURE. (QTY. -7) 14 DRAINAGE STRUCTURE— SEE CIVIL PLANS @)S" LAYER OF FILTERED PLAYGROUND SAND TO BE 1" BELOW TOP OF SIDEWALK, 16 BUFFTECH RANCH FENCE TO FOLLOW GRADE CONTOUR VERTICALLY WHILE KEEPING AN EVEN PARALLEL SPACING TO HEADER BOARD AT BASE. 17 RIP RAP — APPLY PERMEON FINISH AFTER INSTALLATION 18 GRID: HARDSCAPE AREAS OVERLAYED WITH A 4'x4' GRID ON THIS PLAN SHALL BE LAID OUT IN THE FIELD USING THE GRID. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW HARDSCAPE LAYOUT PRIOR TO FORMING FOR FOOTINGS OR FLATWORK. - . _ — --- - - ----- - ----. T_ --- -- - -_ . - - - — --- — r r LANDSCAPE ARCHITECTS, INC. 74020 ALESSANDRO, SUITE E PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rgaerga-pd.com SPECIFICATIONS SHEET O BOOK D PROD. MGR RP DRAWN TM CHECKED PROD. NO: 80426 DATES 8/8/05 SCALES 1'=20'-O' REVISIONS: 10 PER OWNER 07/29/05 PER CVWD 07/29/05 0 0 0 0 SHEET Na