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MUP 2004-497F 0 FWANCE Rev"We Code / 0 — of La Quinta nunity Development Department >5 Calle Tampico Uinta, California 92253 777-7125 FAX: (760) 777-1233 • A, OFFICE USE ONLY Case No. Im a p 04-4407 Date Recvd. b Feer'' S �' Related Apps.: Logged in by: dA V% l TION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT, Eo- 43 -S'; s0c .) ye— C (Print) MAILING ADDRESS 7 71 Poo&,fW hone No. Z J 4 7 CITY, STATE, ZIP: le'a Fax No. 7 7 7 ., � PROPERTY OWNER (If different): O'er( - (Print) MAILING ADDRESS: g t J hone No. 7%,f CITY, STATE, ZIP: � Fax No. 7"7�J 97 83to PROJECT LOCATION: PROPOSED USE AND/OR CO/NSTR TION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): A18\Minor Use Permit crliw .gm r SUBMISSION REQUIREMENTS: Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8%2" x 11" sheet or folded down to 8'/z" x 11". E� Filing fee for Minor Use Permit. if filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does'not apply to Environmental Information form. NAME OF APPLICANT 2X2 n:ZoO q Q (Pie Prin SIGNATURE OF APPLICANT DATE NAME OF PROPERTY OWNER (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A I Minor Use Permit • P.O. Boy 1504 78-495 CALLE TAntt>tco LA QUINTA, C, LIFOi KIK 92253 July 13, 2004 Mr. Bob. Sipovac 72-651 Theodora Lane Palm Desert, California 92260 SUBJECT:. MINOR USE PERMIT 2004-497.(USE COVENANT) Dear Mr. Sipovac: (760) 777-1000 FAX (760) 777-7101 The Community Development Department has reviewed your request to construct a guesthouse at 48-454 Vista Palomino pursuant to. Sections 9.60.100 (Guesthouses) and 9.210.020 (Minor Use Permits) of the Zoning Code. This Department has approved the accessory unit because it is architecturally compatible with the main residence, subject to. execution and recordation of the attached paperwork. Once recorded, the original document shall be submitted to the City Clerk's Office. Enclosed is a letter addressed to the County Recorder stating that covenant paperwork can be recorded. Findings in support of the request are: No impact to the City's General Plan will occur as the Land. Use Element designates the site for residential purposes under the Low Denity Residential category. The existing lot can support the accessory building, provided . development standards as. set forth in the City's Zoning Code can be met. 2. The proposed casita unit has been designed in compliance with the requirements of Section 9.60.100 of the City's Zoning Code which -,permits accessory bedrooms, subject to final approval by the HOA. As planned, the guest suite is compatible with the design of the house and the surrounding neighborhood in terms of landscaping, scale, height, bulk, lot coverage and exterior appearance, and will be constructed to meet current Uniform Building Code requirements. A building permit must be issued to construct the planned improvements. NIUP497 Guest Sipovac.%vpd/g/gree 1 • 0 3. The project is exempt from the provisions of the California Environmental Quality Act (CEQA) under Section 15301(e) which allows additions to residential structures. 4. . Infrastructure improvements exist to service the project, subject to the rule$ and regulations of the affected- public utility companies being complied with during any on-site construction activities. No adverse impacts should occur based on approval of this permit. Should you have any questions, please contact me at (760) 777-7067, or viae -mail at gtrousde@la-quinta.org. Sincerely, HERMAN UNITY ITY DEVELOPMENT DIRECTOR LEG USDELL so -Ae Planner Enc. c: Ed Randall, B&S Dept. Counter Technician MUP497 Guest Sipovacmpd P.O. Box 1504 78-195 C.ai.i_r T.AMPICO LA QUiNTA, CALIFORNIA 92253 July 13, 2004 County Recorder. County of Riverside P.O. Box 751 Riverside, California 92502-0751 SUBJECT: RECORDING OF MUP 2004-497 (7 6 0) 7 77-7000 FAX (760) 777-7101 Dear Colleague: The City of La Quintahas approved the above: noted Minor Use Permit application for recordation. Should you have any questions, please call me at (760) 777-7067. Ver my yours, 1RY H RMAN UNJ-TN DEVELOPMENT DIRECTOR RE TRO SDELL Ass a Planner GT. UMUP497 County.wpd-g r.` • •. RECORDING REQUESTED BY: City of La Quinta Community Development Department La Quinta, CA 92253 WHEN RECORDED PLEASE MAIL TO: City of La Quinta City Clerk P.O. Box 1504 La Quinta, CA 92247-1504 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE PROPOSED GUESTHOUSE AT 48454 VISTA PALOMINO, LA QUINTA, CALIFORNIA This covenant and agreement is made and executed on this the 13"' day of July 2004, by Kent C. McCarthy Trust for property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this agreement for the purposes set forth below. The undersigned hereby certifies that they are the property owners of the following described real property in the City of La Quinta, County of.Riverside, State of California: Lot 75, of MB 289/077 in Tract 29306 (APN: 649-540-035) In. consideration of the City of La Quinta issuing a building permit for certain improvements which will be constructed on said property, the undersigned does hereby covenant and agree to and with said City to restrict the use of said property as follows: 1. The guesthouse may not be rented nor sold independent of the main single family residence (Minor Use Pen -nit No. 2004-497); 2. No kitchen .or cooking facilities shall- be ,constructed in the guesthouse per the provisions of Chapter 9.60.100 .(Guesthouses) of the La Quinta Municipal Code; and 3. All on-site facilities are intended for the sole occupancy of the property owner, nonpaying guests, and domestic employees. This covenant and agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the real property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. `i 0 • This covenant and agreement and the provisions hereof are irrevocable and nonmodifiable except by the written consent of all parties to the agreement, including the City of La Quinta, a municipal corporation. The .City shall have the right to enforce each and every provision hereof and the parties agree that the agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such obligation, including attorney's fees. Dated: By: Cam L. Garner, Co Trustee By: Wanda D. Garner, Co Trustee By:� l ' Oscar Orci, Planning Manager City of La Quinta STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE) ss. CITY OF LA QUINTA ) On 1. I 1'4 1 , before me, Personally appeared personally knowl4 to me or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the samein his/her/their authorized capacity(] es),- and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, PHYLLIS MANLEY (` � Commission # 1378908 Signature o the Notary Pu- lic Notary Public - California_ Riverside County *..MvCorrrn.Ex;*es Oct 16.2006 a1 RECORDING REQUESTED BY: SUVTff ,AND TITLE COMPANY AND WHEN RECORDED, MAIL TO: Kent C. McCarthy 930 Tahoe Blvd. #802-281 Incline Village, NV 89451 46 DOC a 2003-974764 12/12/2003 08:00A Fee:33.00 Page 1 of 3 Doc T Tax Paid Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Cierk 8 Recorder 1,111111111111111111111111111111111111111111111111111111 M 5 U PAGE WE I DA PCOR NOGOR SMF M.Sc. 1 l,. A R I L COPY , LONG REFUND NGHG F)WA THIS SPACE FOR RECORDER'S USE ONLY GRANT DEED ASSESSOR'S PARCEL NO.: 649-540-035-2 The undersigned Grantor(s) declare that the DOCUMENT TRANSFER TAX IS: TITLE ORDERNO.: 63603119 $1,149.50 County ESCROW NO.: 22887-003 XX computed on the full value of the interest of property conveyed, or _ computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale. OR transfer is EXEMPT from tax for the following reason: FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Cam L. Garner and Wanda D. Garner, Co Trustees of The Garner Family Trust dated 10/21/87 hereby GRANT(S) to Kent C. McCarthy, Trustee of the Kent C. McCarthy Revocable Trust dated Cctober 24, 2003. all that real property situated in the City of La Quinta, County of Riverside, State of CA, described as: Lot 75 of Tract No. 29306, as shown on a Subdivision Map recorded in Book 289 at Pages 77 to 81 inclusive of Maps, in the office of the Riverside County Recorder, more completely described as per Exhibit "A" attached hereto and made a part hereof by this reference. Dated November 25, 2003 State of California } Cot of'� Befo PII�Notary blic Pers9apyeared Al s AfL N (FPZ, Cam L. Gafner, Co Trustee Wanda D. Garner, Co Trustee Persona known tomPowleds ided tom on the basis of satisfacto�r ++ evidene�) )o be the , hose e(s)isssubscribed to the within ins ent and aed to a that he/sheeDIxecuted t �� same in his/her e�uthorized c ies and that by his/he atu�rsond, ent the ' the entity upon behalf of which thxecuted thc-instrument and offFr MAIL TAX STATEMENTS TO: Kent C. McCarthy 930 Tahoe Blvd. #802-281 Incline Village, NV 89451 (This area for official notary seal) 1'd 999TE890691 R41je0ow '4UON 46:20 b0 l32 unr •JUL-06-2004 15:49 *Y CAPITAL 0 9136428661 P.02i02 r%u:c ..'1T7-1� l 1. July 6, 2004 City of La Quinta City Development Department Dear Martin, I am writing you to give authorization for Bob Sipovac to sign for the Minor Use Permit on my behalf for my property, 48-454 Vista Palomino, Rancho La Quinta, La Quinta, California 92253. If you have any questions, please call my assistant, Nicole Cessna. hank you for your assistance. Sincerely. Kent C. McCarthy Cc: Nicole Cessna TOTAL P.02 I -d 999T2890691 RyqueOoW 4uaX dbb:TO to 90 Tyr = M E T R O A N P R O P E RT Y POO F I L E_ Riverside (CA) * <<< OWNERSHIP INFORMATION >>> * Parcel Number :649 540 035 S: T: R: Q: * Ref Parcel # :000 000 000 Pos Interest: * Owner Name- :Mccarthy Kent C Trust * CoOwner * Site Address :48454 Vista Palomino La Quinta 92253 * Mail Address :930 Tahoe Blvd #802-2 Incline Village Nv 89451 * Telephone :Owner: Tenant: * <<< SALES AND LOAN INFORMATION >>> * * * Transferred :12/12/2003 Loan Amount * Document # :974764 Lender * Sale Price :$1,045,000 Full Loan Type * Deed Type :Grant Deed Interest Rate * % Owned :100 Vesting Type :Trust\trustee * * * * * <<< ASSESSMENT AND TAX INFORMATION >>> * Land :$260,100 Exempt Type * Structure :$567,018 Exempt Amount * Other Tax Rate Area :20-027 * Total :$821,118 Taxes :$9,775.50 * % Improved :69 * * * <<< PROPERTY DESCRIPTION >>> * Map Grid * Census :Tract: Block: * Land Use :RO1 Res,Single Family Residences * Legal :.38 ACRES IN LOT 75 MB 289/077 TR * :29306 * * * Sub/Plat :Tr 29306 * Book :289 Page:77 * -------------------------------- * <<< PROPERTY CHARACTERISTICS >>> -------------------------------- * * * Bedrooms :3 Stories :1 YearBuilt:2000 AgPreserve * BathFull :1 Units :1 MiscImprv:No * Bath3Qtr :2 Bldg SgFt:3,077 Street :Paved ADDITIONAL * BathHalf :1 Gar SgFt :693 Water.frnt: * Fireplce :Yes Gar Type :Attached Elect Svc:Developed RmAddtns :Yes * Cntrl Ht :Yes Lot Acres:.38 . Gas Svc :Developed RmAddSF * Cntr1A/C :Yes Lot SgFt :16,552 WaterSrce:Developed AddGarType 0001 6nq 90£6Z 'ON dVN 10VE 19—LL169Z ON Ll% aes� Bg v om ti 9p0 tl O gti5 , � f, b` e19,/ m ,rr(' .♦ `' l Hyl' SLOLyly.1 VB 9 eg 1 ' 96 �, O zfive 1 S S6 m � J O/ I�p 0.� O `89 tA O 5� y ' i69 .0 -U" RX L° G g6L O9 CIL m lZ 9y S9 n 69 6j ey 98'69 al 6.9 n L°OLS /r�g5��1 1 Za EctiI=l 88'99- m Bg v om ti 9p0 tl O gti5 , � f, b` e19,/ m ,rr(' .♦ `' l Hyl' SLOLyly.1 VB 9 eg 1 ' 96 �, O zfive 1 S S6 m � J O/ I�p 0.� O `89 tA O 5� y ' i69 .0 -U" RX L° G g6L Symbols Legend 1 D1.1 Annotation Symbol - bottom half for sheet and top for item number 1 A4.1 Section symbol A D 1 B interior Elevation symbol A4.1 C 1 A4.1 partial Section A Door Symbol 1 Window Symbol AA Landscape Symbol General Notes Building Codes For all submittals received on or after November 1, 2002, the City of La Quinta Building & Safety Department, uses the following codes in the plan check process and in field inspections: • 2001 California Building Code (based on the 1997 UBC) 2001 California Mechanical Code (based on the 2000 UMC) 2001 California Plumbing Code (based on the 2000 UPC) 2001 California Electrical Code (based on the 1999 NEC) 2001 California Energy Code Vicinity Map 14NAX MET �•�y,,a .k I `,L of `i j y'o __y,•6SCfd'ET_CLU9. s�, n., •., (�'•'' ' �i�s^•.�".Err•.... .� i �r.: 'iS�J= ti :{;:. I+r.�+- E4;:i: --� .',r aK•7 X12 1,,r,.�i_$'"r'�R �. d:--��$ t4r.0 I- 'YS:r•;'t' a;i� F.. _.. y,};. :i,ir, }'" d DI�'x -{ 1, ':*y} ,;3.r!: .. WiF �S;.S I:`S`�¢ \�Y F':F';^:S• luA �` ��.y. , _ ,i i"' �-- - -.. - i'�, _..-- - "•: - ;,rye .. _..._ r....i rCWMTRY CLUB +: r LA WTATA ��.• �' ' il11PHERN,,,�, t 1, AfTr,'ES �....�..-•Z .'. 1'.1 J' f`. I .�1 I 1 I I 15AI S tr rrx g oo o,� rdrrg kf e.l, i '�- aO, �G4rF i•: •��"vS BI� 4irr �, :�:.If': s;l_I .._ I , E�rTS 'V<.:I. _3 ci riYEMUF'y Iy CE.CBt: n --- : � �I:E� qtr Eli �• � i c'tg�^ I '�,+• TO ,..7;•,E� G t +artzc a R:U � :_ .. ._ _.._ ,a ure -' - •��€ •nUEN'Jt � o �-_'HJRTF: � o •'''�>�,a,�; :Fr''a:`t; :�'.i: ;i I'"re [': f ��o _r•: s.44: r.v I•• , X45--�E.E 1 iF "•�• :,i: � A4EHIDA IN�fIM04 � r4'.�)4ilY_h_ _ _.. ._..._ 1 w t � . r- _ '=�•'�� � ' ,., >, ':.. ;" = }' rsoEgn ;yLs.a � --• 3 L; :'!lf:A � r�:,\ & •{!"y.I it .j..,, -9— i.�'.. 5 S •� !�' L.''iAGF ',.. ,•E,:•i •1 __,I {FTph";.q a ! I iw ; < ''�-LIE t�— _ �!U'l:L — .. '�5•'a=.. __.___ — _. CITRUS COURSE /i :•r ,�+ �' '� a,1.M :.,'i l::'t•� •'., ' �.-X s+al"j� Ea _ .°_ _ ;-v', : —. f A_.. - -�. - __ ••�Ff� •- :1:3 el f: G _ .. i• 'ls_ !u;l+:irna, I a• •• .. .3 ". rr.ls;-ra; £•JS - T., - t. n`•Y�• SUBJECT PROPERTY SECTION 310. REQUIREMENTS FOR GROUP R OCCUPANCIES Division 3. [ForHCD, SFh',,r Dwellings and those dwellings used forlarge family day-care homes (as defined in Chapter 2, Section 205) and lodging houses. Licensing categories that may use this classification include, but are not limited to: Adult Day-care Facilities, Family Day-care Homes, Adult Day -support Center, Day-care Center for Mildly 111 Children, Infant Care Center and School Age Child Day-care Center. For occupancy separations, see Table 3-B. 310.2 Construction, Height and Allowable Area. 310.2.1 General. Buildings or parts of buildings classed in Group R because of the use or character of the occupancy shall be limited to the types of construction set forth in Table 5-B and shall not exceed, in area or height, the limits specified in Sections 504, 505 and 506. 310.4 Access and Means of Egress Facilities and Emergency Escapes. Means of egress shall be provided as specified in Chapter 10. (See also Section 1007.6.2 for exit markings.) Escape or rescue windows shall have a minimum net clear open able area of 5.7 square feet (0.53m2).The minimum net clear open able height dimension shall be 24 inches (610 mm). The minimum net clear open able width dimension shall be 20 inches (508 mm).When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44 inches (1118 mm) above the floor. 310.6 Light, Ventilation and Sanitation. Light and ventilation shall be as specified in Chapter 12. The number of plumbing fixtures shall not be less than specified in Section 2902.6. 310.6 Room Dimensions. 310.6.1 Ceiling heights. Habitable space shall have a ceiling height of not less than 7 feet 6 inches (2286 mm) except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet (2134 mm) measured to the lowest projection from the ceiling. Where exposed beam ceiling members are spaced at less than 48 inches (1219 mm) on center, ceiling height shall be measured to the bottom of these members. Where exposed beam ceiling members are spaced at 48 inches (1219 mm) or more on center, Ceiling height shall be measured to the bottom of the deck supported by these members, provided that the bottom of the members is not less than 7 feet (2134 mm) above the floor. If any room in a building has a sloping ceiling, the Prescribed ceiling height for the room is required in only one half the areas thereof. No portion of the room measuring less than 5 feet (1524mm) from the finished floor to the finished ceiling shall be included in any computation of the minimum area thereof. If any room has a furred ceiling, the prescribed ceiling height is required in two thirds the area thereof, but in no case shall the height of the furred ceiling be less than 7 feet (2134 mm). 310.6.2 Floor area. Dwelling units and congregate residences shall have at least one room that shall have not less than 120square feet (11.2 m2) of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet (6.5m2). Efficiency dwelling units shall comply with the requirements of Section 310.7. 310.6.3 Width. Habitable rooms other than a kitchen shall not be less than 7 feet (2134 mm) in any dimension. 310.9.1.2 Additions, alterations or repairs to Group R Occupancies. When the valuation of an addition, alteration or repair to a Group R Occupancy exceeds $1,000 and a permit is required, or when one or more sleeping rooms are added or created in existing Group R Occupancies, smoke alarms shall be installed in accordance with Sections 310.9.1.3, 310.9.1.4 and 310.9.1.5 of this Section. A detached addition for: Mc( althy Residence 48454 Vista Palamino La Quinta Ca. 92253 New detached addition to the north east of existing property Building Data: OCCUPANCY TYPE OF CONST. SPRINKLERED TOTAL FLOOR AREA STORIES OCCUPANCY LOAD REQUIRED EXITS PROPOSED ADDITION EXISTING DWELLING GARAGE AREA PATIO AREA SCOPE OF WORK Project Information Project Design & Drawings R-3 / U-1 Design & drawings by Bob Sipovac Sipovac Construction 72-651 Theodora Ln. Palm Desert Ca. 92260 760-779-0790 Lic # 581636 V -N Project Engineering NO Essi Shahandeh, Civil Engineer 45175 Panorama Dr. Suite E Palm Desert ca. 92260 4486 SQ. FT. Owner Information 1 N/A 1 1004 SQ. FT. 3482 SQ. FT. 791 SQ. FT. 541 SQ. FT. LEGAL DISCRIPTION: .38 ACRES IN LOT 75 MB 289/077 TR 29306 A.P.N. 649-540-035 McCarthy's 48454 Vista Palamino La Quinta Ca. 92234 760-777-6430 F• « v Ck�fy.7r i�+'t• ��� Construction Hours October 1 - April 30 May 1 - September 30 F7-00am - 5:30pmMonday - Friday 6:00am - 7:00pm 8:00am - 5:00pm Saturday 8:00am - 5:00pm None Sunday None None Gov't Code Holidays None 11 To report violations of these limits on construction hours, call the Building Department at (760) 777-7012 between the hours of 8:00am and 5:00pm. However, to report violations outside of business hours (very early in the morning or late at night), call the Sheriffs Department at (800) 950-2444 Index to Drawings T-1()1 Title Sheet A-101 Site Plan A-102 Floor Note Plan A-103 Dimension Floor Plan A-104 Window & Door Schedule A-105 Roof Plan A-106 Elevations A-107 Sections A-108 Qetails S-101 Structural Notes S-102 Structural Foundation S-103 Structural Framing S-104 Structural Details T-201 Title 24 M-101 Mechanical Plan P-101 Plumbing Plan E-101 Electrical Plan G-101 Grading Plan G-103 Planting / Lighting Plan S I POVAC CONSTRUCTION INC. A_'Design/Build Co. License# 581636 72651 Theodora Ln, Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax JUL - g 2004 CONSULTANTS Engineering: Mechanical: Electrical: GENERAL CONTRACTOR: 1 G.L. SCRIVENS CONSTRUCTION INC 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 MARK DATE DESCRIPTION PROJECT NO: 242004 MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac CHK'D BY: Bob Sipovac COPYRIGHT Sipovac Const. Inc. [SHEET TITLE Title Sheet Wednesday, June 23, 2004 T-101 SHEET 1 OF 19 BACK " @'NAGIN'S INC. C3'HAG. N CLOA.KE:D VE:NI BILI_ - I AOL O'HAG1N TILE VENT l'Vlodei "Idl" 150044 Vent for Concrete Vile Applications Model "M" #50044 Vent. Actual overall size 26"x19" Weight per vent Aluminum .032 -----4.00 lbs. Galvanized 26 ga -----7.00 lbs. Copper 16 oz --9.00 lbs. I°F'FE6128 w'4' 1 -cat :ri1ou 11 heK'4m isprovided with 'Voeh 0411-111'1=.--'M Ve'lt. 21'- 1314" FA Primary Vent - Sub Flashing 118 square inch opening. Actual outside size 25.5"x11" Actual screen size 21"x7" Weight per sub flashing Aluminum .032 ----.75 lbs. Galvanized 26 ga ---1.25 lbs. Copper 16 oz -----2.00 lbs. O-HAGIN CLOAKED TILE VENTS 4:12 a.................... O-HAGIN CLOAKED TILE VENTS 414 4:12 .. ................................:::. 4:12 SLOPE 4:12 SLOPE r�H ............................... "'4:12'SLOPE ' ... 4:12 SLOPE ACCESS O-HAGIN CLOAKED TILE VENTS O-HAGIN CLOAKED TILE VENTS O-HAGIN CLOAKED TILE VENTS 1004 SQ. FT. X 11160 = 6.7 SQ. FT. OR 965 SQ. IN. OF REQUIRED ATTIC VENTILATION. PROVIDE 9 O'HAGIN CLOAKED TILE VENTS = 1062 SQ. IN. SIPOVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760)567-2347 (760)779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: Civil: I GENERAL CONTRACTOR: I G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA, 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 MARK I DATE I DESCRIPTION CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const. Inc. COPYRIGHT: Sipovac Const. Inc. I SHEET TITLE I Roof Plan SCALE 1/4" = 1'- 0" A-105 D p �cc SIPOVAC TILE TO MATCH A-107 A-107 CONSTRUCTION INC. EXISTING RESIDENCE TILE TO MATCH 14'-9 7/8" EXISTING RESIDENCE 14'-9 7/8" A Design/Build Co. 12 License# 581636 4 12'-8 1/2" 72651 Theodora Ln. 4 Palm Desert ca. 92260 (760) 567-2347 93 LA ' LZ AA AA36LA 10'-0" (760) 779-9525 Fax 4X6 WOOD CORBELS 4X6 WOOD CORBELS @ 24" O.C. / \ @ 24" O.C. O O O STUCCO TO MATCH \ \ / STUCCO TO MATCH EXISTING RESIDENCE 1 \ 2 3 \ 4 / EXISTING RESIDENCE \ \ 0" 0" Ll A 1/411= 1'-0" ELEVATION LOOKING NORTH 1/4"= 1'-0" A TILE TO MATCH TILE TO MATCH EXISTING RESIDENCE EXISTING RESIDENCE AA �s 14'-8 7/8" _ _1 14'-8 7/8" 12 1212 j Ilk 12'-9 5/16" 4 I4 1 " 10'-0" CONSULTANTS 4X6 WOOD CORBELS 4X6 WOOD CORBELS Engineering: 24" O.C. / \ @ METAL VENTED DOORS @ 24„ O.C. Mechanical: STUCCO TO MATCH STUCCO TO MATCH Electrical: EXISTING RESIDENCE \ / EXISTING RESIDENCE 011 0 GENERAL CONTRACTOR: 1/4” = 11 - o" ELEVATION LOOKING EAST 1/4" = 11 - 0" B G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 TILE TO MATCH EXISTING RESIDENCE —� AClclkl� rD D 107 7 TILE TO MATCH EXISTING RESIDENCE 14'-8 7/8 A-10 14'-9 7/811LICENSE # 521353 12 12 12'-7 1/2" 4 F 4 McCarthy Addition 48-454 Vista Palarnino La Quinta Ca. 92253 10'-0" it it it lit a Ll ill irf it it %it760-777-6430 4X6 WOOD CORBELS @ 24" O.C. 4X6 WOOD CORBELS / \ @ 24" O.C. TEMP 6 7 OF \ STUCCO TO MATCH EXISTING RESIDENCE / o„ OL STUCCO TO MATCH EXISTING RESIDENCE MARK DATE DESCRIPTION C 1/4" = 1' - o" ELEVATION LOOKING SOUTH 1/4" = 1' - oil C PROJECT NO: 242004 MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac BB rAA" A-107 A-107 CHK'D BY: Bob Sipovac 14'-9 7/8" 14'-9 7/8" COPYRIGHT Sipovac Const. Inc. TILE TO MATCH 4�' 406 12'-10 5/16" EXISTING RESIDENCE SHEET TITLE Elevations 10'-0" 4X6 WOOD CORBELS TILE TO MATCH 4X6 WOOD CORBELS @ 24" O.C. \\ EXISTING RESIDENCE: @ 24" O.C. OE STUCCO TO MATCH STUCCO TO MATCH / EXISTING RESIDENCE EXISTING RESIDENCE / Wednesday, June 23, 2004 5 0" dk 0" A�106 D 1/4" r 1' - o" ELEVATION LOOKING WEST 1/4" = 1' - o" D SHEET 7 O1= 19 I CC 11/411 = 11 - oil 3)D 1/, ill -" 11 o r\1I Al DD �cc A-107 1, A-107 A -A SECTION A -A B -B SECTION B -B 11/411 = 11 - oll I BB SECTION KEYNOTES O R-38 INSULATION AS REQUIRED BY TITLE 24 O R-19 INSULATION AS REQUIRED BY TITLE 24 3� CONCRETE PAD FOOTING SEE-STRUC, DRAWINGS 4O TREATED SILL PLATE 5� DOUBLE TOP PLATE O ROOF TRUSSES SEE- STRUC. DRAWINGS O HEADER SEE- STRUC. DRAWINGS S I POVAC CONSTRUCTION INC. A Design/Build CO. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: I G.L. SCRIVENS CONSTRUCTION INC 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 �—' 760-349-3327 LICENSE # 521353 7 McCarthy Addition I I FI] 48-454 Vista Palamino �) I� La Quinta Ca. 92253 760-777-6430 OF F I E- BATH 2 II II 3 3 3 C -C SECTION C -C 1/411= 11- off CC 0 BB rAA A-107 A-107 D -D SECTION D -D 1/411=11 - oil IDD MARK I DATE I DESCRIPTION I PROJECT NO: 042004 CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const, Inc. COPYRIGHT: Sipovac Const. Inc. SHEET TITLE I Sections SCALE 1/411 = 11 - 011 SIPOVAC CONSTRUCTION INC. CLEAT W/FASTENERS @ 24" O.C. (TYP.) 01 A Design/Build Co. 24 GA. GALV. SHT. MET. 7/8" CEMENT PLASTER O/ 7/8 cement plaster over FLASHING W/ 1" "V" CRIMP MET. LATH O/ W.P. PAPER water proof paper backed License# 581636 & HOOK EDGES - PAINT metal lath 72651 Theodora Ln. TO MATCH ROOF TILE 5/8" GYP. BD. A minimum 0.019 -inch (0.48 mm) Palm Desert ca. 92260 2 X (No. 26 galvanized sheet Plywood per struc. (760) 567-2347 gage) Weep Screed dwg 01 (76Q) 779-9525 Fax Weep screed shall be placed 11.1 a min. of 4" above ground or Finish Slab 2" above paved areas ROOF TILE BULL NOSE CORNS BEAD PER SPECS. (TYP.) Finish Grade UNDERLAYMENT PER SPECS. �� SEALANT W/ BACKS res .• .R :.4f. ROD (TYP.) PLYWOOD PER Concrete footing per;: ;' y STRUCT. DWGS. FRAME PER SCHEDUL struc. dw DOOR PER SCHEDULE XXX i" = 1' - o" 17 SHEAR TRANSFER Ill= 1' -off 13 ROOF VALLEY 1/2" = 1' - o" 9 DOORJAMB ill= 1' -Off 5 WEEP SCREED 1" = 1' - o" 1 WINDOW PER SCHEDULE ROOF TILE TRUSS PER MAN. FRAME PER SCHEDULE SPEC'S. 2 X 6 NAILER ROD (TYP.) SEALANT W/ BACKE R-38 INSUL. / MORTAR ROOF TILE TO X BEAD PER SPECS. TYP.) UNDERLAYMENT PER SPECS. MATCH EXISTG. RES. BULL NOSE CORN 2X :.�-::'' / •'' -.:• ROOF TILE '• CONSULTANTS •::`•':,�-..: ..`./.''.::.•::':':.., I Engineering: 1/2" DRYWALL Mechanical: 4X6 CORBEL 7/8" CEMENT PLASTER O/ MET R-19 INSUL. , LATH O/ W.P. MEMBRANE 5/8" GYP. BD. \ Electrical: PLYWOOD PER STRUCT. DRAWINGS MET. LATH O/ W.P. PAPER 7/8" CEMENT PLASTER O/ BEAM AND SHIM PER STRUCTURAL. DRRAWINGS GENERAL CONTRACTOR: XXX 1" = 1' - 0" 18 DRAG CONNECTION 1" = 1' - 0" 14 ROOF @ RIDGE 1" = 1' - o" 10 ROOF EAVE 1" = 1' - o" 6 WINDOW SILK. 1" = 1' - o" 2 G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 7/8" CEMENT PLASTER O/ MET. LATH O/ Vlj.P. PA 760-349-3327 VENT PIPEr •'� LICENSE # 521353 5/8" GYP. BCL_ • . SEALANT l 7- FLEXIBLE ALUMINUM FLASHING, MOLD TO SHAPE OF TLE AND PAINT TO MATCH, I McCarthy Addition "' ' .•' > ,.. ATTACH TO TILE WITH PLAS- 48-454 Vista Palamino TIC ROOFING CEMENT La Quinta Ca. 92253 CONCRETE ROOF TILES NOTCH TILE FOR VENT ( I 760-777-6430 ROOF SHEATHING ' I 2X UNDERLAYMENT - LAP OVER BASE FLASHING AT HEAD BULL NOSE CORNS BEAD PER SPECS. (TYP.) METAL BASE FLASHING - 18" X 18" MINIMUM SEALANT W/ BACKS ROD (TYP.) FRAME PER SCHEDU WINDOW PER SCHE MARKI DATE DESCRIPTION XXX 1" = 1' - o" 19 DRAG CONNECTION 1" = 1' - o" 15 ROOF VENT JACK 1" = 1' - o" 11 EXTERIOR FOOTING 1" = 1' - o" 7 WINDOW JAMB 1" = 1' - o" 3 PROJECT NO: 242004 MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac CHK'D BY: Bob Sipovac COPYRIGHT Sipovac Const. Inc. DOOR PER SCHEDULE SHEET TITLE Details Uj JAMB BEYOND g U Y ALUM. THRESHOLD PER SPECS SET IN FULL BED OF SEALANT FLOOR FIN. PER SCHED. SLAB PER STRUCT. � d. , , , �• �i EXPANSION MAT'L. Wednesday, June 23, 2004 CONC. WALK PER PLAN ' • 1/4"/ FT. MAX. SLOPE A,f,,ff,f,fi 108 XXX 1" = 1' - o" 20 BEAM CONNECTION 1" = 1' - o" 16 SHEAR TRANSFER 1" = 1' - o" 12 INTERIOR FOOTING 1" = 1' - o" 8 DOOR THRESHOLD 1" = 1' - o" 4 SHEET 9 OF 19 TYPICAL NOTES: GENERAL 1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. 3. SEE ARCHITECTURAL DRAWINGS FOR DOORS, WINDOWS, NON-BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, ETC. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. 5. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE. 6. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS (AND/OR ARCHITECTURAL SPECIFICATIONS, WHERE APPLICABLE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE WORK INVOLVED. 7. REFER TO THE ARCHITECTURAL SPECIFICATION (WHERE APPLICABLE) FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 8. CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A REGISTERED DEPUTY INSPECTOR CURRENTLY LICENSED BY THE CITY AND APPROVED BY THE ARCHITECT AND ENGINEER. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SITE AND/OR ADJACENT PROPERTIES. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. 11.OBSERVATION VISITS TO THE SITE BY THE ENGINEER'S FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 12.DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 13.IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 14.SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS). 15.FOR PROPER MELD OBSERVATION BY THE STRUCTURAL ENGINEER, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE VARIOUS CONSTRUCTION PHASES. FOUNDATION 1. REFER TO SOIL INVESTIGATION BY: DATED: JOB # SOIL INVESTIGATION AND ADDENDUM SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. 2. ALLOWABLE SOIL PRESSURE PSF TO BE VERIFIED BY SOILS ENGINEER. SEE SOILS REPORT. 3. CARRY ALL FOOTINGS A MINIMUM OF INTO NATURAL GRADE OR APPROVED COMPACT FILL. ACTUAL ELEVATION OF BOTTOM OF FOOTINGS SHALL BE AS DIRECTED BY THE SOILS ENGINEER DURING CONSTRUCTION. 4. ALL FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO POURING CONCRETE. 5. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO POURING CONCRETE. 6. AT ALL POST TENSIONED FOUNDATIONS, SHOP DRAWINGS S14ALL BE SUBMITTED FOR REVIEW BY THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER. CONCRETE 1. ALL CONCRETE CONSTRUCTION PER UNIFORM BUILDING CODE, CHAPTER 19. 2. ALL CONCRETE TO OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. UNLESS NOTED OTHERWISE. 3. CONCRETE MIX: MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. MAXIMUM OF 7.5 GALLONS OF WATER PER 94# SACK OF CEMENT, MAXIMUM SLUMP OF 4". CEMENT SHALL CONFORM TO ASTM C150, TYPE II. (OR ENGINEERED MIX DESIGN TO STRENGTH). TYPE V CEMENT WHERE SOIL CONTAINS MORE THAN 0.2 PERCENT SULFATE CONCENTRATIONS. 4. HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1 1/2" INCHES FOR FOOTINGS, CAISSONS AND GRADE BEAMS AND 1 INCH FOR ALL OTHER WORK.. 5. LIGHTWEIGHT AGGREGATES (CONFORM TO ASTM C330) SHALL BE APPROVED AND THEIR MAXIMUM SIZE SHALL BE 1/2" INCH. 6. CONCRETE COVER AT REINFORCING SHALL BE AS FOLLOWS: A) POURED AGAINST EARTH 3" CLEAR B) EXPOSED TO EARTH BUT POURED AGAINST FORMS.. 2" CLEAR C) SLABS ON GRADE .... AT CENTER D) MAIN BARS 1N BEAMS AND COLUMNS ....... 1 1/2" CLEAR E) BARS PARALLEL TO COLD JOINTS ........... 2" CLEAR 7. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR T-0" WHICHEVER IS LARGER, UNLESS NOTED OTHERWISE. 8. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. 9. CONTINUOUS INSPECTION IS REQUIRED FOR ALL CONCRETE IN EXCESS OF 2500 PSI. 10.ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE PER U.B.C. TABLE 19-E, UNLESS NOTED OTHERWISE, 11.DIMENSIONS ARE NOT FURNISHED TO SIMPSON "HDA" OR "PA" TYPE HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO THE DETAILS FOR PROPER INSTALLATION. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 A) #4 BARS AND SMALLER .... GR40 B) #5 BARS AND LARGER ..... GR60 2. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-185 (EXCEPT AT SLABS ON GRADE WHICH MAY BE GR40). 3. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. 4. ALL BENDS TO BE MADE COLD. BLOCK MASONRY 1. ALL MASONRY CONSTRUCTION PER UNIFORM BUILDING CODE, CHAPTER 21. 2. REINFORCED BLOCK MASONRY: ASSUMED DESIGN STRENGTH F'm=1500 PSI. 3. UNITS SHALL BE NORMAL WEIGHT (OR LIGHTER) CONCRETE BLOCK, GRADE N, CONFORMING TO ASTM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. 4. GROUT SHALL BE OF FLUID CONSISTENCY, GROUT MIX SHALL BE (BY VOLUME) 1 PART CEMENT, 3 PARTS SAND (FINE GROUT) AND MAY CONTAIN AN ADDITIONAL 2 PARTS PEA GRAVEL IF SPACES ARE 4 INCHES OR MORE IN EVERY DIRECTION (COARSE GROUT). F'c = 2,000 PSI AT 28 DAYS. 5. MORTAR SHALL BE TYPE S, (BY VOLUME) 1 PART PORTLAND CEMENT, 3 1/2 PARTS SAND, 1/4 TO 1/2 PARTS LIME PUTTY OR HYDRATED LIME. F'c = 2,000 PSI AT 28 DAYS. 6. REINFORCING SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS OR 2'-0" WHICH EVER IS LARGER, UNLESS NOTED OTHERWISE. 7. ALL BLOCK WALLS TO BE RUNNING BOND, UNLESS NOTED OTHERWISE, 8. BRICK SHALL CONFORM TO THE STANDARD SPECIFICATION FOR BUILDING BRICK ASTM C62, BRICK GROUTING PER T21-2413. MASONRY RETAINING WALL 1. ALL MASONRY CONSTRUCTION PER BLOCK MASONRY NOTES. 2. ALL CONCRETE CONSTRUCTION PER CONCRETE NOTES, 3. ALL REINFORCED STEEL CONSTRUCTION PER REINFORCING STEEL NOTES. 4. ALL CELLS TO BE SOLID GROUTED BELOW GRADE. 5. DO NOT BACKFILL RETAINING WALLS UNTIL ALL MASONRY AND CONCRETE HAVE REACHED DESIGN STRENGTHS (MINIMUM OF 28 DAYS OR APPROVED TESTING). 6.ALL RETAINING WALLS WITH SLAB TIES AT TOP SHALL REMAIN SHORED UNTIL UPPER SLAB IS POURED AND REACHES DESIGN STRENGTH (MINIMUM OF 28 DAYS OR APPROVED TESTING). TPROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS. (DESIGNED BY OTHERS) STRUCTURAL STEEL 1. ALL STEEL CONSTRUCTION PER UNIFORM BUILDING CODE CHAPTER 22, AND THE LATEST AISC STANDARD PRACTICES. 2. MEMBERS SHALL CONFORM TO ASTM A36. 3. PIPE COLUMNS SHALL CONFORM TO ASTM A53 FOR GRADE B PIPE. 4. ALL STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500, GRADE B. 5. ALL BOLTS SHALL BE UNFINISHED, CONFORMING TO ASTM A307 OF SIZES SHOWN ON THE DRAWINGS, UNLESS NOTED OTHERWISE. 6. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE NORMAL SIZE OF THE BOLT USED, EXCEPT AS NOTED. 7. ALL WELDS SHALL BE IN CONFORMITY WITH THE STANDARD CODE FOR ARC AND GAS WELDING OF THE AMERICAN WELDING SOCIETY. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS USING THE ELECTRIC ARC PROCESS WITH APPROVED ELECTRODES, USE LOW HYDROGEN ELECTRODES FOR BOLTS AND REINFORCING BARS. CONTINUOUS INSPECTION REQUIRED FOR FIELD WELDING. 8. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT, AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS.) WOOD 1. ALL WOOD CONSTRUCTION PER UNIFORM BUILDING CODE, CHAPTER 23. 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, UNLESS NOTED OTHERWISE, AND CONFORM TO THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. A) 2X LUMBER GRADE #2 B) 4X LUMBER GRADE #2 C) 6X BEAMS, LEDGERS AND POSTS GRADE #1 D) STUDS (U.N.O. ON PLANS) 1) FROM 0 FT. TO 8 FT 2X4 STUD GRADE 2) FROM 8 FT. TO 14 FT 2X4 GRADE #2 3) FROM 14 FT. TO 20 FT 2X6 GRADE #2 E) SILL PLATES (P.T.D.F.)_CONST OR BETTER F) TOP & BOTTOM PLATES -CONST OR BETTER G) BLOCKING STD OR BETTER REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL APPEARANCE REQUIREMENTS. 3. INTERIOR NON-BEARING WALL HEADER SCHEDULE: (U.N.O. ON PLANS) TO 4'-0" ........... 4X4 #2 TO T-0" ........... 4X6 #2 TO 10'-0" .......... 4X8 #2 TO 13'-0" .......... 4X10 #2 TO 16-0" .......... 4X12 #2 4. ALL SHEATHING SHALL BE STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD (PS 1) WITH EXTERIOR GLUE. COMPOSITE OR NON -VENEERED PANELS: COMPLY WITH NATIONAL RESEARCH BOARD REPORT NER-108. SUBFLOOR ADHESIVE: APA SPECIFICATION AFG-01. INSTALL PLYWOOD AND NON -VENEERED PANELS PER APA CONSTRUCTION GUIDE, LATEST EDITION. SEE STRUCTURAL FRAMING PLANS FOR THICKNESS AND TYPE OF FLOOR AND ROOF SHEATHING. SEE SHEAR WALL NOTES FOR SIZE AND TYPE OF WALL SHEATHING. 5. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. 6. ALL NAILS USED IN TIMBER -TO -TIMBER CONNECTIONS SHALL BE COMMON OR COATED SINKER NAILS AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODE. ALL NAILS CONNECTING PRE -MANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) TO TIMBER SHALL CONFORM TO THE MANUFACTURER'S CATALOGUE AND APPLICABLE I.B.C.O. REPORTS. 7. ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT 10'-0" O/C MAXIMUM. 8. WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, USE PRESSURE TREATED DOUGLAS FIR OR SHEET METAL CONNECTORS. 9. UNLESS OTHERWISE SPECIFIED, ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 1/2" DIA. BOLTS AT 6-0" O/C. NOTE: 1) ALL BOLTS SHALL EXTEND A MINIMUM OF 7" INTO FOOTING, WITH 5" MIN. INTO THE FIRST POUR OF CONCRETE, 2) PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PIECE OF SILL PLATE WITH ONE BOLT LOCATED WITHIN 12" OF THE END. 3) AT INTERIOR WALLS, BOLTS MAY BE SUBSTITUTED WITH 0.15" DIA. POWDER DRIVEN PINS AT 36" O/C UNLESS NOTED OTHERWISE. (RAMSET#2330 INSTALLED PER I.C.B.O. REPORT #1639, HILTI "SDM72" INSTALLED PER I.C.B.O. REPORT #2388, OR EQ.). SHOT PINS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS CURED FOR 7 DAYS MINIMUM. AT TWO -POUR FOUNDATIONS, 2nd POUR SHALL HAVE 4 3/4" MIN. THICKNESS AT SHOT PIN LOCATIONS. A.B. GLUE -LAM BEAM ABV. 4) AT INTERIOR WALLS, BOLTS MAY BE 1. GLUE -LAM MEMBERS SHALL BE FABRICATED BY A REINF. BAR SUBSTITUTED WITH HILTI KWIK BOLTS LICENSED FABRICATOR PER WCLA, AITC, AND INSTALLED PER I.C.B.O. REPORT #4627. U.B.C. REQUIREMENTS. BELOW KWIK BOLTS SHALL BE SAME SIZE & SPACING 2. FABRICATOR TO PROVIDE A CERTIFICATE OF B.N. AS ANCHOR BOLTS. PROVIDE MINIMUM INSPECTION TO GENERAL CONTRACTOR. BOTH WAYS EMBEDMENT PER THE I.C.B.O. REPORT. 3. CUTTING, NOTCHING OR DRILLING OF GLUE- CJ 10.ALL BOLT HEADS AND NUTS WHICH BEAR LAMS ONLY WITH THE APPROVAL OF THE COLUMN AGAINST THE FACE OF WOOD MEMBERS SHALL STRUCTURAL ENGINEER. CONT. BE PROVIDED WITH WASHERS. 4. LUMBER SPECIES TO BE DOUGLAS FIR, CONT. PANELEDGES 11.PROVIDE MULTIPLE STUDS FOR SOLID BEARING COMBINATION 24F -V8, Fb = 2,400, Fv = DBL AT ENDS OF MISCELLANEOUS BEAMS OR GIRDER 165, Fc = 385 AT TOP, Fc = 450 AT DOUGLAS FIR TRUSSES WHERE POSTS ARE NOT SHOWN. BOTTOM, E = 1,800,000, UNLESS NOTED DO 12.HOLES IN STRUCTURAL MEMBERS FOR PIPES AND OTHERWISE ON PLANS. EXISTING CONDUITS SHALL COMPLY WITH THE BUILDING 5. PROVIDE TENSION LAMINATIONS AT BOTTOM OF E.J. CODE AND THE TYPICAL DETAILS ON THIS BEAMS AND AT TOP OF CONTINUOUS BEAMS EDGE NAIL SHEET. OVER COLUMNS UNLESS NOTED OTHERWISE. FB 13.PROVIDE DOUBLE FLOOR JOISTS UNDER 5. MOISTURE CONTENT PER PS 56. FINISH GRADE PARALLEL PARTITIONS. 7. SCARF PER PS 56 (FINGER TYPE). FL 14.SOLID BLOCK AT BEARING WALLS, UNDER 8. LAMINATIONS TO BE 1 1/2 INCHES. FRAMING PERPENDICULAR PARTITIONS AND ELSEWHERE 9. GLUE LAMINATED BEAMS TO BE INSPECTED F.O.C. AS REQUIRED PER U.B.C. DURING FABRICATION BY AN APPROVED FACE OF MASONRY 15.MINIMUM SPLICE NAILING OF DOUBLE PLATES TESTING LABORATORY. EACH BEAM TO BE F.P. SHALL BE AS FOLLOWS UNLESS OTHERWISE STAMPED WITH AN IDENTIFYING NUMBER. FOOTING SPECIFIED: (12)16d EACH SIDE OF SPLICE BEAMS ARE NOT TO BE ERECTED UNTIL GALV. WITH NO ADJACENT SPLICE WITHIN 4'-0". CERTIFICATE OF INSPECTION FROM TESTING GLUE -LAMINATED BEAM (SEE TYPICAL DETAIL ON THIS SHEET) LAB HAS BEEN APPROVED BY THE BUILDING GWB 16.FACE NAIL TWO PIECE BUILT-UP BEAMS WITH DEPARTMENT. HIGH 16d AT 12" O/C AT TOP AND BOTTOM. FACE 10.SEAL ........ ENDS HGT. NAIL MEMBERS OF THREE PIECE BUILT-UP APPEARANCE -INDUSTRIAL (U.N.O.) HORIZONTAL BEAMS WITH 16d AT 12" 0/C AT TOP AND ADHESIVE .... WET -PER PS 56 L BOTTOM TO ALTERNATE SIDES OF BEAM. PRIME ....... NONE LIGHT WEIGHT PROVIDE ADDITIONAL ROW OF NAILING AT ALL WRAP ........ GROUP MAS. BEAMS GREATER THAN 12" DEEP. BOLT CAMBER ...... SEE PLAN MACHINE BOLT BUILT-UP BEAMS OF FOUR OR MORE MEMBERS. INSPECTION .. AITC WITH ATTACHMENTS 1&2 (N) (SEE TYPICAL DETAIL ON THIS SHEET) 11.SHOP DRAWINGS SHALL BE SUBMITTED FOR NATURAL GRADE 17.BALLOON FRAME ALL STUD WALLS AT SLOPING REVIEW BY BUILDING DEPARTMENT, ARCHITECT PJ CEILINGS. AND STRUCTURAL ENGINEER. PARALLAM BEAM 18.PREDRILL ALL HOLES FOR 20d AND LARGER 12.GLUE-LAM STRUCTURAL MEMBERS WHICH ARE P.T. NAILS, SPIKES AND LAG BOLTS. LEAD HOLES EXPOSED TO WEATHER AND NOT PROPERLY ROOF BEAM FOR LAGS SHALL BE AS FOLLOWS: PROTECTED BY A ROOF, EAVE, OVERHANGS OR REQ'D A) SHANK PORTION - SAME DIAMETER AND SIMILAR COVERING SHALL BE PRESSURE ROOF LENGTH AS SHANK. TREATED WITH AN APPROVED PRESERVATIVE OR B) THREADED PORTION - 60 TO 75% OF THE BE MANUFACTURED FROM WOOD WITH NATURAL DIAMETER OF THREAD AND SAME LENGTH AS RESISTANCE TO DECAY. THREAD. 19.PARALLAM BEAMS SHALL BE CONSTRUCTED, INSTALLED AND MANUFACTURED PER SPECIFICATIONS OF TRUS JOIST CORPORATION AND I.C.B.O. REPORT #NER-126. THE PROPERTIES OF MICRO=LAM MEMBERS SHALL BE: WOOD TRUSS E = 2,000,000 PSI, Fb = 2,800 PSI, Fv = 1. TRUSS FABRICATOR SHALL SUBMIT 285 PSI. CALCULATIONS AND SHOP DRAWINGS, SIGNED 20.PROVIDE 2X3 CROSS BRIDGING OR 2X SOLID BY A REGISTERED CIVIL OR STRUCTURAL BLOCKING AT A MINIMUM OF 8'-0" O/C FOR ENGINEER, TO THE BUILDING DEPARTMENT, JOISTS (CONTACT METAL BRIDGING OR EQUAL ARCHITECT, AND STRUCTURAL ENGINEER FOR MAY BE USED) WHERE SHEATHING OR GYP. BD, THEIR REVIEW PRIOR TO FABRICATION. IS NOT APPLIED TO TOP & BOTTOM OF JOISTS 2. ALL BLOCKING AND BRIDGING OF TRUSSES FOR ENTIRE LENGTH OF JOIST. SHALL BE IN ACCORDANCE WITH THE 21.ALL PREMANUFACTURED METAL ITEMS RECOMMENDATIONS OF THE TRUSS FABRICATOR (CONNECTORS, HANGERS, STRAPS, ETC.) AND I.C.B.O. APPROVAL. SHALL BE BY SIMPSON STRONG TIE COMPANY, 3. THE TRUSS FABRICATOR SHALL COORDINATE INC. U.N.O. (SEE NOTE 6 ABOVE OPENINGS IN THE ROOF OR FLOOR WITH THE CONCERNING NAILING.) CONTRACTOR AND SHALL SUBMIT DETAILS, 22.A MAXIMUM OF 10 % OF LUMBER USED FOR DESIGN, AND HANGERS REQUIRED. CONSTRUCTION MAY CONTAIN "WANE". THOSE 4. ALL LIGHT METAL PLATE CONNECTED TRUSS MEMBERS WITH "WANE" SHALL NOT BE USED AT FABRICATION SHALL CONFORM TO U.B.C. PLYWOOD OR DRYWALL EDGES, SOLID STANDARDS. BLOCKING OR AT DOUBLE PLATES. SHEAR WALL 1. WALL SHEATHING SHALL BE 3/8" THICK, APA RATED SHEATHING (OR 15/32" THICK, APA STRUCTURAL 1 RATED SHEATHING), 24/0 SPAN RATING, EXPOSURE 1. SIZE AND NAILING PER SHEAR WALL SCHEDULE. 2. FIELD NAIL INTERIOR OF WOOD SHEATHED SHEAR WALLS WITH 8d (10d AT 1/2" PLY) AT 12" 0/C. NAILING SCHEDULE 3. ALL SHEATHING SHALL BE APPLIED DIRECTLY TO THE STUD WITH STUD SPACING NO GREATER CONNECTION NAILING THAN 16" o/c. 4. BLOCK ALL EDGES OF WOOD SHEATHED SHEAR JOIST TO SILL OR GRIDER, TOENAIL 3 8d ( ) WALLS. BRIDGING TO JOIST, TOENAIL EACH END (2)8d 5. PROVIDE 3X (OR 4X) MEMBERS AT ALL 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL (2)8d SHEATHING BOUNDARIES AND EDGES FOR SHEAR WIDER THAN 1"x6" SUB -FLOOR TO EACH JOIST, FACE NAIL (3)8d WALL #4, #5, AND AT ALL ADJOINING 2 SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL (2)16d SHEATHING EDGES AT LOCATIONS WITH SHEATHING ON BOTH SIDES. A 1/2" EDGE SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"O/C DISTANCE IS REQUIRED FOR THESE NAILING TOP PLATE TO STUD, END NAIL (2)16d CONDITIONS. STUD TO SOLE PLATE (4)8d TOENAIL OR 6. SHEAR WALLS SHALL RUN TO UNDERSIDE OF (2)16d END NAIL ROOF/FLOOR SHEATHING WITH APPROVED BLOCKING AS REQUIRED. DOUBLE STUDS, FACE NAIL 16d AT 24"O/C 7. PLATES AND STUDS IN SHEAR WALLS SHALL NOT DOUBLED TOP PLATES, FACE NAIL 16d AT 16"O/C HAVE HOLES LARGER THAN 1" DIA. OR ANY CONTINUOUS HEADER, TWO PIECES 16d AT 16"O/C NOTCHES WITHOUT THE APPROVAL OF THE ALONG EA. EDGE STRUCTURAL ENGINEER. CEILING JOISTS TO PLATE, TOENAIL (3)8d 8. SHOT PINS USED FOR INTERIOR SHEAR WALL CONTINUOUS HEADER TO STUD, TOENAIL (4)8d ANCHORAGE SHALL CONFORM TO WOOD NOTE 9C. 9. REFER TO TYPICAL SHEAR PANEL FRAMING CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL (3)16d DETAIL ON THIS SHEET. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL (3)16d 10.130LT HOLES TO BE NO MORE THAN1/16" OVERSIZED AT RAFTER TO PLATE, TOENAIL (3)8d CONNECTION OF HOLDOWN TO THE POST. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL (2)8d INSPECTOR TO VERIFY. 11.SPECIFIC HOLDOWN CONNECTORS SHALL TORQUED 1 "x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL (2)8d AS REQUIRED BY THE MANUFACTURER, WIDER THAN 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL (3)8d 12.ALL NAILS SHALL BE COMMON FOR SHEAR WALL BUILT-UP CORNER STUDS 16d AT 24"O/C CONSTRUCTION. 2" PLANKS (2)16d AT EACH BEARING POINT A.B. ANCHOR BOLT ABV. ABOVE BAR REINF. BAR BLKG. BLLOCKING BLW. BELOW BM BEAM B.N. BOUNDARY NAIL B.W. BOTH WAYS CF CONTINUOUS FOOTING CJ CEILING JOIST COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS C.P.E. CONT. PANELEDGES D DEPTH DBL DOUBLE DF DOUGLAS FIR IAMETER DO DITTO (E) EXISTING E.W. EACH WAY E.J. EXPANSION JOINT E.N. EDGE NAIL EQ EQUAL FB FLOOR BEAM F.G. FINISH GRADE FJ FLOOR JOIST FL FLOOR FMG, FRAMING F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS F.P. FULL PENETRATION FTG FOOTING GA. GAUGE GALV. GALVANIZED GLB GLUE -LAMINATED BEAM GR. BM. GRADE BEAM GWB GYPSUM WALLBOARD H HIGH HDR HEADER HGT. HEIGHT HORIZ. HORIZONTAL K.P. KING POST L LENGTH LT. WT. LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT MLB MICRO=LAM BEAM (N) NEW N.G. NATURAL GRADE OIC ON CENTER PJ POUR JOINT PLB PARALLAM BEAM PLWD PLYWOOD P.T. PRESSURE TREATED RB ROOF BEAM REINF. REINFORCING REQ'D REQUIRED RF ROOF RR ROOF RAFTER MARK I DATE I DESCRIPTION ESSI SHAHANDEH CIVIL ENGINEER PLANNING -CIVIL ENGINEERING STRUCTURAL ENGINEERING 45-175 Panorama Drive, Suite "E" Palm DesertCA, 92260 Phone:(760) 340-5597 Fax:(760) 340-1121 PREPARED FOR: Mr. & Mrs. McCarthy 48-454 VISTA PALAMINO LA CSU I NTA CA. 92253 760-777-6430 DRAWING TITLE: Structural Notes DESIGNED BY: ESSI SHAHANDEH MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac DATE: 6/23/2004 SCALE: SEAL: QROF ESS p�PR s 9� c' W No. 47834 W \** Exp. 12/31/05 5-101 SHEET 10 OF 19 STRUCTURAL NOTES 1. 4X & 6X BEAMS SHALL BE D.F. NO. 1 2. 2X FRAMING SHALL BE D.F. NO.2 3. 2X STUDS SHALL BE D.F. NO. 2 4. TOP PLATE SPLICE: USE 10-16d NAILS EACH SIDE OF SPLICE 5. ALL NAIL HOLES FOR STRAP TIES AND STRAP HOLDOWNS TO BE FILLED WITH COMMON NAILS. EXCEPT WHERE 16d SINKER NAILS ARE ALLOWED BY MANUFACTURER. 6. USE COMMON NAILS. 7. SHEAR PANEL NAIL SPACING TO HOLDOWN POSTS TO BE EDGE NAILING 8. AT HEADER BEAMS, NAIL 2X TRIMMER STUD TO 2X KING STUD W/16d @ 8" O.C. AT HEADER BEAMS W/2 -2X TRIMMERS, NAIL TRIMMERS TOGETHER W/16d @ 8" O.C. 9. GLU-LAM BEAMS SHALL BE D.F. 22F -V3, STD. CAMBER, UNLESS NOTED OTHERWISE, CAMBER RADIUS SHALL BE 2000 FEET, 10. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "GRADING AND DRESSING RULES" (#16) OF THE WEST COAST LUMBERMANS ASSOCIATION. 11. HOLDOWN A. BOLTS AND HOLDOWN STRAPS SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. HOLDOWN A. BOLTS SHALL BE TIED IN PLACE. 12. FOOTING CONSTRUCTION SHALL BE SINGLE POUR. 13. 3/8" PLYWOOD SHEATHING; USE STR. I W/8d @ 3" O.C. EDGES, 12" O.C. FIELD, BLOCK ALL EDGES. 14. SHEAR PANELS A-3/8" PLYWOOD STR. I W/8d @ 3" O.C. EDGES, 12" O.C. FIELD, BLOCK ALL EDGES. PROVIDE 2X SILL PLT. W/5/8"X10" A. BOLTS @ 32" O.C. W/ 2" SQ. X 3/16 PLT. WASHERS. 2 # 5 BARS TOP AND BOTTOM EXTEND 3' PAST EACH POST, SW 24X10 ICBO 5485 SW 24X10 ICBG 5485 S-104 i it I I ;I 1 5/8 DIA. X 10" A.B. @ 24" O.C. I I 1 5-104 4 I 4 S-104 I S-104 11'-0'�'�+�'.o 4 S-104 Q 5/8 DIA. X 10" A.B. (0)_ 32" O.C. 4 4X6 P( S-104 HTT22 2 # 5 BARS TOP AND BOTTOM EXTEND 3' PAST EACH POST. 1 S-104 -------5 @6ppSi 1) I' j 1 S-104 PHS b 13� I i I i I /8 DIA. X 10" A.B. @ 16" O.C. (I (I 5 4X6 P0S 1 SHEAR PANEL SCHEDULE VERTICAL DIAPHRAGM Q- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 6" O.C. EDGES & 12" O.C. FIELD 260 PL "�- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 4" O.C. EDGES & 12" O.C. FIELD 380 PL Q- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 3" O.C. EDGES & 12" O.C. FIELD 490 PL Q- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 2" O.C. EDGES & 12" O.C. FIELD 640 PL HORIZONTAL DIAPHRAGM ROOF: JOIST SPACING < 24" O.C.: 15/32 WOOD STRUCTURAL PANEL 24/0 - W/8d COMMON NAILS @ 6" O.C. AT EDGES & BOUNDARIES 12" O.C. FIELD - ALL ROOF SHEATING TO BE EXPOSURE 1 OR EXTERIOR - PROVIDED STUDS ARE SPACED A MAXIMUM OF 16 INCHES ON CENTER. - IN SEISMIC ZONES 3 AND 4, WHERE ALLOWABLE SHEAR VALUES EXCEED 350 POUNDS PER FOOT FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3 INCH NOMINAL MEMBER, r;--------I-----T--_j I I I i = - - - - - - - - - -- I I I I 2# 5 BARS TOP A D BOTTOM I EXTEND T PAST EACH POST. I SLAB 4" THK. WITH 6X6 I 10/10 WWM I 1 4))\ I S-104 4X6 og I E II Il 104 I I I 13 I h6pos\ X co 5/8 D IA X 10" A B@ PHD6 III l III 1 I I j� 2 I S-104 I SII i ! 5'-0" CO �'._ 4 S-104 4 S-104 I .4 ii�l A11-1 S-104 I i I tib I 2 71 � II 5/8 DIA. X 10" A.B. (C), 32" O.C. 11 `D 051 4 S-104 —��X6 N X22 J-----� pOS 1 11 yT T22 4 S-104 S-104 5'-0" e. 5/8 DIA. X 10" A.B. @ 32" O.C. 2 # 5 BARS TOP AND BOTTOM EXTEND 3' PAST EACH POST. 5/8 DIA. X 10" A.B. @ 32" O.C. A.B. ANCHOR BOLT ABV. ABOVE BAR REINF. BAR BOARBLDKG. BLOCKING BLW, BELOW BM BEAM B.N. BOUNDARY NAIL B.W. BOTH WAYS CF CONTINUOUS FOOTING CJ CEILING JOIST COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS C.P.E. CONT. PANEL EDGES D DEPTH DBL DOUBLE DF DOUGLAS FIR DIA. DIAMETER DO DITTO (E) EXISTING E.W. EACH WAY E.J. EXPANSION JOINT E.N. EDGE NAIL EQ EQUAL FB FLOOR BEAM F.G. FINISH GRADE JOIST FL FLOOR FMG. FRAMING F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS F.P. FULL PENETRATION FTG FOOTING GA. GAUGE GALV. GALVANIZED GLB GLUE -LAMINATED BEAM GR. BM. GRADE BEAM GWB GYPSUM WALLBOARD H HIGH HDR HEADER HGT. HEIGHT HORIZ. HORIZONTAL K.P. KING POST L LENGTH LT. WT. LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT MLB MICRO=LAM BEAM (N) NEW N.G. NATURAL GRADE O/C ON CENTER PJ POUR JOINT PLB PARALLAM BEAM PLWD PLYWOOD P.T. PRESSURE TREATED RB ROOF BEAM REINF. REINFORCING REQ'D REQUIRED RF ROOF RR ROOF RAFTER 06/19/04 MARK DATE DESCRIPTION ESSI SHAHANDEH CIVIL. ENGINEER PLANNING -CIVIL ENGINEERING STRUCTURAL ENGINEERING 45-175 Panorama Drive, Suite "E" Palm DesertCA, 92260 Phone:(760) 340-5597 Fax:(760) 340-1121 PREPARED FOR: Mr. & Mrs. McCarthy 48-454 VISTA PALAMINO LA QUINTA CA. 92253 760-777-6430 DRAWING TITLE: Structural Foundation Plan DESIGNED BY: ESSI SHAHANDEH MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac DATE: 6/23/2004 SCALE: SEAL: QROF ESS / p R No. 47834 rn LLJ �i Exp. 12/31/05 s'@ C lvk\- CC CALF SHEET 11 OF 1 TRUSS NOTES EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: A] IDENTIFY OF THE COMPANY MANUFACTURING THE TRUSS B] THE DESIGN LOAD C] THE SPACING OF THE TRUSSES D] TRUSSES SHALL BE MANUFACTURED BY TRUSS WORKS C] T.O.T. = TOP OF TRUSS STRUCTURAL NOTES 1. 4X & 6X BEAMS SHALL BE D.F. NO. 1 2. 2X FRAMING SHALL BE D.F. NO.2 3. 2X STUDS SHALL BE D.F. NO. 2 4. TOP PLATE SPLICE: USE 10-16d NAILS EACH SIDE OF SPLICE 5. ALL NAIL HOLES FOR STRAP TIES AND STRAP HOLDOWNS TO BE FILLED WITH COMMON NAILS. EXCEPT WHERE 16d SINKER NAILS ARE ALLOWED BY MANUFACTURER. 6. USE COMMON NAILS. 7. SHEAR PANEL NAIL SPACING TO HOLDOWN POSTS TO BE EDGE NAILING 8. AT HEADER BEAMS, NAIL 2X TRIMMER STUD TO 2X KING STUD W/16d @ 8" O.C. AT HEADER BEAMS W/2 -2X TRIMMERS, NAIL TRIMMERS TOGETHER W/16d @ 8" O.C. 9. GLU-LAM BEAMS SHALL BE D.F. 22F -V3, STD. CAMBER, UNLESS NOTED OTHERWISE, CAMBER RADIUS SHALL BE 2000 FEET. 10, ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "GRADING AND DRESSING RULES" (916) OF THE WEST COAST LUMBERMANS ASSOCIATION. 11. HOLDOWN A. BOLTS AND HOLDOWN STRAPS SHALL BE IN PLACE PRIOR TO FOUNDATION INSPECTION. HOLDOWN A. BOLTS SHALL BE TIED IN PLACE. 12. FOOTING CONSTRUCTION SHALL BE SINGLE POUR. 13. 3/8" PLYWOOD SHEATHING; USE STR. I W/8d @ 3" O.C. EDGES, 12" O.C. FIELD, BLOCK ALL EDGES. 14. SHEAR PANELS A-3/8" PLYWOOD STR. I W/8d @ 3" O.C. EDGES, 12" O.C. FIELD, BLOCK ALL EDGES. PROVIDE 2X SILL PLT. W/5/8"X10" A. BOLTS @ 32" O.C. W/ 2" SQ. X 3/16 PLT. WASHERS. A35@24"O.C: 104 �4X6i SW 24X10 ICBO 5485 �` ...... I� ......1....... ... F-7 11V...... ill...... 1116x,§ DF . [" ......III ... 117�Irr O 5 2o- 21-0" -O O .�. ......... �....... �.......lH......m...�..Till......A.. �lH...�...�....... �....... ff...... �...... Y.. �........e 6x6111DF #1 III lIpx6 DFill#1 III 1116x§ � III 6�,6 DF #1 III 6x6 QF #1 III 6x6 DF #1 d :III rr T -HI ;' Ili- - iT HI Ili- TIF -!I'rte - F I I ' �� III III III III III III III III m III ;III III III I!I I!I III III III d ��� I 1 �•�� III III III III III �I III M III � :III III III III III III III �'� I I i I , - - CSI III III III III ;J III N III I I!I PI 1° GIRDER TRUSS 111@ _ 11 - � 0 it III li III III Il III II �I d d (0I � = �= = \N T rn� Ich 11 11'-0" I \ S III 047 7a elll III S -1b4, ..... f !IIS-104iirl = zU I I S-104 @S�il II' I!l ��@f ' �I ... I ( O a O —•,`= �/ T III III ' ' :NI I{I 'iV �� • ' , I �� � n. .�. .a}. .... .... .. O -------....-:�.�. ,.....III •;11.18 Ili o@ �-►- - i III III I I �' III ii III I 0 j S-104 TF _V - Ili — - I X Lu III II III I�� _ 7.m hl Ili ii i uiu7°1 III �`-_====_-= IIS Uj _ S110 '- I 5-104 T / cn I I' III III I I � I I I J `� iil III Ill III (0TI - y 1= = _ = III III III = II II II III II III Iii 01 A lb5 @ 11 " O C'111'' I T � , ! 1 I �•�� IN lil 0 1.1 I 00 8 104 4Xs p0 T 8 6 I' II •y� III III III\ • I � lil III ��Q; + • i - � • ;� =111 .....all•®. ,Ij- - QOS-(��.... ID .. . 8 -'( S-104 4X6 PQ1ST I� 7 111 III Ill III .I III III III III ;� - S-104_ ' 1 '11IO.C. - 8-104 it ', Ill I III III III III III l M �. I I - �� li' I� Ill II III I!I III III ��`' 11 III III III III ��li I I@i �r - 8 ll -� �, II III Ill III III III I,I e II III�� - S� S-104 I/ fl -4- I I III III III -y- @ 'III I II IIIA- I I-Vro . Ili -7- 1 --R- I , ��� - 4X POST; . �� S-104 �• g III- �rT T .�.... )a... Jl... ....CX�J F.� ......I'. .....Ll 1.1 S-104 _ - II; ..� DF #1 III ......III ......111 111 lil ... 3 6�C6 DF #�1 '�� U ........ @ .. 12 o/ 5' " 31- 11 \ USE (24) 16d COMMON NAILS PER TOP PLT. SPLICE. 9- S-104 FLAT 2X4 BLKG UNDER RO SHEATHING W/ CS16 ST ON THE ROOF SHEATHIN e 06/19/04 MARKI DATE I DESCRIPTION ESSI SHAHANDEH CIVIL ENGINEER PLANNING -CIVIL ENGINEERING STRUCTURAL ENGINEERING 45-175 Panorama Drive, Suite "E" Palm DesertCA, 92260 Phone:(760) 340-5597 Fax:(760) 340-1121 PREPARED FOR: Mr. & Mrs. McCarthy 48-454 VISTA PALAMINO LA QUINTA CA. 92253 760-777-6430 DRAWING TITLE: Structural Framing Plan DESIGNED BY: ESSI SHAHANDEH MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac DATE: 6/23/2004 SCALE: SEAL: Q�OF ESS PRco _ W No. 47834 w 1, Exp. 12/31/05 CIVILN \AS\ � C 5- 103 SHEET 12 OF 19 A.B. ANCHOR BOLT ABV. ABOVE BAR REINF. BAR BD BOARD BLKG. BLOCKING SHEAR PANEL SCHEDULE BM BEAMW B.N. BOUNDARY NAIL B.W. BOTH WAYS VERTICAL DIAPHRAGM CF CONTINUOUS FOOTING CJ CEILING JOIST �- COL. COLUMN 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 6" O.C. EDGES & 12" O.C. FIELD 260 PL CONC. CONCRETE CONT. CONTINUOUS Q- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 4" O.C. EDGES & 12" O.C. FIELD 380 PL C.P.E. CONT. PANELEDGES D DEPTH Q- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 3" O.C. EDGES & 12" O.C. FIELD 490 PL DBL DOUBLE DF DOUGLAS FIR Q- 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS @ 2" O.C. EDGES & 12" O.C. FIELD640 PL DI A. TER DITTO (E) EXISTING E.W. EACH WAY HORIZONTAL DIAPHRAGM E.J. EXPANSION JOINT E.N. EDGE NAIL EQ EQUAL ROOF: JOIST SPACING < 24" O.C.: 15/32 WOOD STRUCTURAL PANEL 24/0 - W/8d COMMON NAILS @ 6" O.C. AT FB FLOOR BEAM EDGES & BOUNDARIES 12" O.C. FIELD F.G. FINISH GRADE FJ FLOOR JOIST - ALL ROOF SHEATING TO BE EXPOSURE 1 OR EXTERIOR FL FLOOR FMG. FRAMING - PROVIDED STUDS ARE SPACED A MAXIMUM OF 16 INCHES ON CENTER. F.N. F.O.C. FIELD NAIL FACE OF CONCRETE F.O.M. FACE OF MASONRY - IN SEISMIC ZONES 3 AND 4, WHERE ALLOWABLE SHEAR VALUES EXCEED 350 POUNDS PER FOOT F.O.S. FACE OF STUDS FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING F.P. FULL PENETRATION PANELS SHALL NOT BE LESS THAN A SINGLE 3 INCH NOMINAL MEMBER. FTG FOOTING GA. GAUGE GALV. GALVANIZED GLB GLUE -LAMINATED BEAM 1 BEAM NUMBER GR. BM. GWB H GRADE BEAM GYPSUM WALLBOARD HIGH HDR HEADER HGT. HEIGHT HORIZ. HORIZONTAL K.P. KING POST L LENGTH LT. WT. LIGHT WEIGHT LVL LAMINATED VENEER LUMBER 9 MAS. MASONRY M.B. MACHINE BOLT S-104 MLB MICRO=LAM BEAM USE (24) 16d COMMON NAILS (N) NEW PER TOP PLT. SPLICE. N.G. NATURAL GRADE OIC ON CENTER PJ POUR JOINT PLB PARALLAM BEAM PLWD PLYWOOD P.T. PRESSURE TREATED RB ROOFBEAM 1 REINF. REINFORCING REQ'D REQUIRED SW 24X10 RF ROOF RR ROOF RAFTER ICBG 5485 O 5 2o- 21-0" -O O .�. ......... �....... �.......lH......m...�..Till......A.. �lH...�...�....... �....... ff...... �...... Y.. �........e 6x6111DF #1 III lIpx6 DFill#1 III 1116x§ � III 6�,6 DF #1 III 6x6 QF #1 III 6x6 DF #1 d :III rr T -HI ;' Ili- - iT HI Ili- TIF -!I'rte - F I I ' �� III III III III III III III III m III ;III III III I!I I!I III III III d ��� I 1 �•�� III III III III III �I III M III � :III III III III III III III �'� I I i I , - - CSI III III III III ;J III N III I I!I PI 1° GIRDER TRUSS 111@ _ 11 - � 0 it III li III III Il III II �I d d (0I � = �= = \N T rn� Ich 11 11'-0" I \ S III 047 7a elll III S -1b4, ..... f !IIS-104iirl = zU I I S-104 @S�il II' I!l ��@f ' �I ... I ( O a O —•,`= �/ T III III ' ' :NI I{I 'iV �� • ' , I �� � n. .�. .a}. .... .... .. O -------....-:�.�. ,.....III •;11.18 Ili o@ �-►- - i III III I I �' III ii III I 0 j S-104 TF _V - Ili — - I X Lu III II III I�� _ 7.m hl Ili ii i uiu7°1 III �`-_====_-= IIS Uj _ S110 '- I 5-104 T / cn I I' III III I I � I I I J `� iil III Ill III (0TI - y 1= = _ = III III III = II II II III II III Iii 01 A lb5 @ 11 " O C'111'' I T � , ! 1 I �•�� IN lil 0 1.1 I 00 8 104 4Xs p0 T 8 6 I' II •y� III III III\ • I � lil III ��Q; + • i - � • ;� =111 .....all•®. ,Ij- - QOS-(��.... ID .. . 8 -'( S-104 4X6 PQ1ST I� 7 111 III Ill III .I III III III III ;� - S-104_ ' 1 '11IO.C. - 8-104 it ', Ill I III III III III III l M �. I I - �� li' I� Ill II III I!I III III ��`' 11 III III III III ��li I I@i �r - 8 ll -� �, II III Ill III III III I,I e II III�� - S� S-104 I/ fl -4- I I III III III -y- @ 'III I II IIIA- I I-Vro . Ili -7- 1 --R- I , ��� - 4X POST; . �� S-104 �• g III- �rT T .�.... )a... Jl... ....CX�J F.� ......I'. .....Ll 1.1 S-104 _ - II; ..� DF #1 III ......III ......111 111 lil ... 3 6�C6 DF #�1 '�� U ........ @ .. 12 o/ 5' " 31- 11 \ USE (24) 16d COMMON NAILS PER TOP PLT. SPLICE. 9- S-104 FLAT 2X4 BLKG UNDER RO SHEATHING W/ CS16 ST ON THE ROOF SHEATHIN e 06/19/04 MARKI DATE I DESCRIPTION ESSI SHAHANDEH CIVIL ENGINEER PLANNING -CIVIL ENGINEERING STRUCTURAL ENGINEERING 45-175 Panorama Drive, Suite "E" Palm DesertCA, 92260 Phone:(760) 340-5597 Fax:(760) 340-1121 PREPARED FOR: Mr. & Mrs. McCarthy 48-454 VISTA PALAMINO LA QUINTA CA. 92253 760-777-6430 DRAWING TITLE: Structural Framing Plan DESIGNED BY: ESSI SHAHANDEH MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac DATE: 6/23/2004 SCALE: SEAL: Q�OF ESS PRco _ W No. 47834 w 1, Exp. 12/31/05 CIVILN \AS\ � C 5- 103 SHEET 12 OF 19 ALTERNATE STRAP SCHEDULE NAILS EACH SIDE OF JOINT ALTERNATE STRAP OPTION A 8-16D SINKER OR SHORT NAILS A.B. ANCHOR BOLT B 12-16D SINKER OR SHORT NAILS SIMPSON ST22 C 16-16D SINKER OR SHORT NAILS ABV. ABOVE D 20-16D SINKER OR SHORT NAILS SIMPSON ST6236 E 24-16D SINKER OR SHORT NAILS BAR REINF. BAR F N/A 4'-0" MIN BD BOARD 1 5 BLW. BEOLOWNG BM BEAM DBL2XOR4X B.N. BOUNDARY NAIL NOTE: USE TYPE V CEMENT 1. 4" THICK CONC. SLAB WITH B.W. BOTH WAYS CF CONTINUOUS FOOTING 6 6" x 6" x #10 x #10 E.W.W.M. CJ CEILING JOIST PHD61CBO ER 5326 ®� I PLACED AT MID HEIGHT AND CONTRACTION JOINTS @ 12' O.C. COL. COLUMN 12 1 5 MAX' E/ W CONC. CONCRETE 2 4 EMSEDEEMN7' EMBEDED MIN 7' IMP® 105EW'S 4"X3"wooD f- SHR. PNL. CONT. CONTINUOUS SCREWS ® 2. 6 MIL. VISQUEEN C.P.E. CONT. PANEL EDGES MEMBRANE, EXTENDED 11/2" D DEPTH 3 i 3"CLEAR MIN. INTO FOUNDATION W/ DOUBLE ® BL 2" OF ND OV R, U,N.O. DFDOUGLAS FIR E.N. DIA. DIAMETER 3. (2) #4 T / B MIN., TYPICAL DO DITTO VMIN @ ALL CONT. FOOTINGS, U.N.O. (E) EXISTING ' >E.W. EACH WAY SILL PLT l/D e' 'e 4. NATURAL GRADE OR APPROVED E.J. EXPANSION JOINT NAIL SPLICE COMPACTED FILL. E.N. EDGE NAIL EQ EQUAL EQUAL QUAL 7/8" A.BOLT W/ MIN 7 EMBEDMENT /\j/\\//\/� \j \j/\\ \\/\\\/\\/\\,i 12" 5. D.F.P.T. PLATE W/ 5/8" DIA. x 10° ° 'i`���\�� FB FLOOR BEAM 11 4-0 MIN 2500 PSI CONC. \;�\/\\/ j\\/�\/�\` '' '. ,' i A.B.'S @ 72" O.C. MIN. 12" FROM ' D. 6 ' F.G. FINISH GRADE 5 `'�``'% p! i ALL CORNERS & SPLICE W/ 7" F. FLOOR JOIST - MIN. EMBEDMENT FL FLOOR ALTERNATE FOOTING (SEE FOUNDATION PLANS) 3 FMG. FRAMING CONDITION WITH HEEL F.N. FIELD NAIL 3 6. COLD JOINT AT2POUR I5" 4" F.O.C. FACE OF CONCRETE • 7. 2" x 2" x 3/16" WASHERS @ NOTE: SEE SOIL REPORT FOR SEISMIC ZONES 3 & 4 ONLY. F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS ADDITIONAL REQUIREMENTS F.P. FULL PENETRATION ° FTG FOOTING GA. GAUGE 3 GALV. GALVANIZED GLB GLUE -LAMINATED BEAM GR. BM. GRADE BEAM GWB GYPSUM WALLBOARD H HIGH HDR HEADER CONNECTION if — 1 - 11 1 — 1 0 5 EXTERIOR FOOTING 1" = 1' -011 1 XXX 1" = 1' — 0" 17 XXX 1" = 1' — 0" 13 HGT. HEIGHT HORIZ. HORIZONTAL K.P. KING POST L LENGTH STILL STRAP SPLICE O WALLSTUDS LLVL T. WT. LIGHT WEIGHTMAS. LAMINATED VENEER LUMBER PER PLAN ONRY O 20D COMMONS O FOR NUMBER OF NAILS AT 16 -0,C, FOR 3X M.B. MACHINE BOLT MLB MICRO=LAM BEAM SEE TABLE BELOW (NUMBER N NEW FRAMING 16D SINKERS GIVEN ON TABLE IS FOR DBL 2X OR 4X 6 N.G. NATURAL GRADE OR SHORT NAILS AT EACH SIDE OF BREAK) O/C ON CENTER 16 ' O.C. MIN. TYP. U.N.O. SEE DETAIL 1 FOR PJ POUR JOINT BREAK IN TOP PLATE O BREAK IN LOWER 2 5 AND CENTERLINE PHDB ICBG ER 5328 1 5 REPETITIVE INFORMATION PLB PARALLAM BEAM PLWD PLYWOOD OF GAUGE A.B. ®I PLT, (SPECIAL STRAP EMSEDED MIN 7" ® 7. INTERIOR WALL SHALL HAVE P.T. PRESSURE TREATED NAILINGOR STRAP 24 SIMP. 1/4"X3"WOOD 7 RAMSET /REDHEAD 1524SD RB ROOF BEAM NOT REQ'D,) NOTE, scREws � z @ 24" O.C. U.N.O. (LC.B.O. REINF. REINFORCING FULLY NAIL STRAPS W / 10D ® 2 #1147) OR EQUAL. REQ'D REQUIRED OMMON OR 16D SINKER RF ROOF NAILS. ®( v RR ROOF RAFTER NAILS SHALL BE AT LEAST ` `►. ► ° ' 2* APART. SILL PLT I X D • X i .I' yy,' �YL z X --t_ 'T p DETAIL APPLES ENTIRE i i i ' ;;; '• ` ► - ; °, : ,t LENGTH OF WALL ITT A.BOLT W/ MIN 7' EMBEDMENT ' ALTERNATE STRAP SCHEDULE NAILS EACH SIDE OF JOINT ALTERNATE STRAP OPTION A 8-16D SINKER OR SHORT NAILS SIMPSON ST18 B 12-16D SINKER OR SHORT NAILS SIMPSON ST22 C 16-16D SINKER OR SHORT NAILS SIMPSON ST6224 D 20-16D SINKER OR SHORT NAILS SIMPSON ST6236 E 24-16D SINKER OR SHORT NAILS SIMPSON MST37 F N/A SIMPSON MST48 2500 PSI CONC. r ' ipal 4 r o U 3 ° 0 12" MARKI DATE DESCRIPTION ih ESSI SHAHANDEH CIVIL ENGINEER xxx PLANNING -CIVIL ENGINEERING II _ 1 II _ II 1 — 1 - Oil 18 XXX 1 - 1 - 0 14 TOP PLATE SPLICE 1" = 1' - ;T9 CONNECTION 1" = 1' - o" 6 INTERIOR FOOTING 1" = 1' —011 0" 2 STRUCTURAL ENGINEERING 45-175 Panorama Drive, Suite "E" Palm DesertCA, 92260 SHEAR BLKG. B. N. SEE DETAIL 1 FOR Phone:(760) 340-5597 Fax:(760) 340-1121 REPETITIVE INFORMATION DEPRESSED 8. 1/2" EXPANSION JOINT B.N.- ENTIRE TRUSS LENGTH 2' x 4 P.T. (OPTIONAL) 10. #3 x 24" DOWELS @ 24" O.C. PREPARED FOR: 7, 4/ ' 6 & Mrs. McCarthy \\ \\ \\ \\ A35 ((@_� 24" O.C. Mr. y ENTITLE WALL 1 t2" LENGTH 48-454 VISTA PALAMINO LA QUINTA CA. 92253 °X ►' ►, X . ► ''`'-' SLOPE PER CODE \ B.N. a°'----°:_'_. / \ E.N. ° \ \ \ � ;�..; :.� :, ., ..�:..:. ..., ° o • °°���> ° _� 760-777-6430 \ \ \ \ A35 @ 12 O.C. \\ \\ \\ \\ 3/8" PLYWD. SHR.110. PAWL. 4 '\;\,,'�\�� .'°:. • � . � •°:: \,\\/ 1 6„ DRAWING TITLE: 16d 10 SIMPSON MSTC66 3/8" PLYWD. SHR. 2X6 16" O.C. 2X6 � 16" O. PAN L . @ Structural Details xxx 1" = 1' — 0" 19 1" = 1' — 0" SHEAR TRANSFER 1" = l' - 0" 10 SHEAR TRANSFER 1" = 1' - o" 7 PORCH 1" = 1' - o" 3 DESIGNED BY: ESSI SHAHANDEH MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac 4X POST DATE: 6/23/2004 A3524" O.C. °°°° SCALE: �411OR-SIMP. HI O.C. ° 32-16d SINKERS ° B.N. HT22 ICBO ER 5313 11 GAUGE STRAP 7/16" SEAL: THK. W/ 5/8 A.B. MIN 7" EMBEDMENT Q�CF ESs /� 3I8"D P LYW . S H . ° ��'2a E. PAN L. � W No. 47834 m * REQ'D ALONG ALL Exp. 12/31/05 EXTERIOR WALLS SILL PLT 2X6 16" O.C. 2500 PSI CONC. C IVkLCF CPL X41 '1 r.. • rl xxx 1" = 1' — 0" 20 XXX 1" = 1' - o" 16 XXX 1" = 1' - o" 11 SHEAR TRANSFER 1" = 1' - o" 8 CONNECTION 1" = 1' - o" 4 104 _ SHEET 13 OF 19 Coml2uter Method Summa Duct 921 Part 1 of 3 C -2R A4cCarthy Residence --- -- ------------ - - - - -- - .3/2.1/20-04_ .__ .._.._.. Project Title._- Building Front Orientation: (Northwest) 315 deg Total Fenestration Area: 21.9% 48454..uista-Palamino- .La-Quinta_- Number of Dwelling Units: 1.00 Building Permit # Project Address �' Ovas Construction _ --. _ -__ _ -ET _..-.-._---- 76 779-0790 (_ Telephone Plan Che-ck/Date - Ion Author Distribution Type Total Conditioned Slab Area: _ComputeLPerformance_.. __ ._ .__ _. _ - _.. -. - . _ _. _. 15 -_ Field ChecklDate Compliance Method (Package or Computer) Vent Climate Zone Heating Equipment Source Energy Use Standard Proposed Compliance Hgt_ Area (kBtu/sf-yr) _ _ _ Design _Design Margin - 921 Space Heating 0.91 1.65 -0.74 R -Value Space Cooling 40.12 59.00 -18.87 __ 80%o.8EUE._ R4cts in_Attic -...-. Domestic Hot water- 22.62 . -0.00 _ _22_62. _ Hydronic Piping _ Totals 63.65 60.64 3.01 _- 16.0 Percent better than Standard: U -Fac_ Azm, 4.7% Y / N Total Conditioned Floor Area: Duct 921 ft2 Floor Construction Type: [. Raised Floor X Slab Floor 48454 Vista Palamino La Quinta Building Type: Single Fam Detached Duct R -Value Thermostat Type Building Front Orientation: (Northwest) 315 deg Total Fenestration Area: 21.9% _ 49 Number of Dwelling Units: 1.00 WATER HEATING SYSTEMS Total Conditioned Volume: 9,210 ft 3 Number of Stories: 1 Distribution Type Total Conditioned Slab Area: 921 ft' BUILDING ZONE INFORMATION HVAC SYSTEMS # of Thermostat Vent Zone Name Heating Equipment Floor Area Volume Units Zone Type Type Hgt_ Area HVAC.,- -- -- -. _-. •. ---. -- -- --- - 921 -.� 214 1 DQ_ _ .__.CnftditionerL _ . Setback. _ ---..2 _ -_n/a R -Value - - Comments Solar __ 80%o.8EUE._ R4cts in_Attic -...-. - -4,2- __ --5eAb-aok OPAQUE SURFACES Act. Hydronic Piping Gains Window Rear (South _- 16.0 Type Area U -Fac_ Azm, Tilt Y / N Form 3 Reference Location / Comments Cooling Equipment Wall 0.065_ 270 _...�0_ I%0- [ I R_J9-WaJJ..0M192x6.16). _ .-..- ... Detached.GuestHouse .._-- Thermostat _ _.95_ Wall. _ 01165 184. .. _90_ IX r I R712waIL(W.t92)a16) - _ _ Detached. Guest House -- -_80 Door _.23 - . 0-387- _-180. _..90 Front (North) [1 SD&LWoodDDcx-_-_ - __. _.._ - Detached Guest House ❑ ❑ Roof ._ 176_ .-0.024- _ 0 _ -0 Window I_ 1 E1 -38 -Roof (fu8.2x4.24)_ _ _ . __. _ Detached Guest House _ _ -- .WaIL -.0.065. ._1.80 ._ .00- [A .RA.9-Wa1L 0ALt9-2X6.16) -._. - ._ Detached GuesLHouse-.--- -- .--- ----- -- - .------Ij0- Door.._ .._ _ 23 _ .--.0-387- 18D_ _ -go- F] .S_olldWoodDoar- - _. - ._. __ Detached Guest House.. -- Wall .-_ 90 - -9.0 Run Initiation ❑.R_12waiL(w.1g 2>z le - - Detached GuesLHouse.._. -- -. -- -- .. __ -_.10E Roof. 242 -0.465. 0.024 ... . 0 _ -.0 X E] Rn.8-RoQf (13._382x4..24)-__ _ .- ... Detached Guest House. _ . ._. Wall _ . _ User Number: 5289 C.I .R-19_lL1/all W.19 2 ,6 1.6).-_ _ .. -.._ Detached GuesttHause -.-.- Door . _ . _ -23-. ..0 -a87 - --.1a0- _..18D. _ _90 1 _Sid Woad -Door . _ - -- - -- _ Detached -Guest House /all. A00- -. 00. V F.I R-19 Wall_(W..19,2x616� .- .- _-.. Detached Guest House._.... _ _ -- .WaIL_._..-_-i5Q _ --0.065_ .-..90 .-gQ IX F.I .R-A9-Wag­-a.2)aM - _ Detached.GuesLHouse Root _. 203 -.0-024. -0 _ .. G IX 1. I R-38 -Roof (R.38,2X4,24) _. _ Detached Guest House .Walt _- _-- .._.65 _ 0.060 -- -0 ---.. -90. X I_ I R12Wa1Lp�/. L9 2x6. L6) .._ . - ._ Detached. Guest. House . .. ._ ... .Roof s02 0.024. _0 _ 0 [XI r ,I .R--3BRQoL(R-38.2x4..24) .- _ _ Detached -Guest House- WalL ._ -110 ..0.060 27D - .90. IX C. 1 R- -J9 Wag. (-OL19.2x6Ara) __. ._ _ Detached Guest House - -WaIL. IX C_I R719_Wa1L(W.19.M,t6)._ ouse _. .- .._ Detached Gu est House- Roof Roof _ 198. _0.024 _ 0 _ -0 [ i R-38.Roof (R.382x424)- _ .. Detached Guest House 0r..I..--------- [-.IEl--- _ - - - CIr_l _..--...-._.- -- - - - - - - - -- -.. - -- ..... . ir-I CI .- - C.I EI - - - - - - -- -... - - - C I C l- - ' _ Run Initiation Time: 0312110413:52_45 _- _Run code_ 1079905965-_ . EnergyPro 3.1 By EnergySoft User Number. 5289 Job , Number: 232004 Page:7 of 9 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R McCarthy Residence 3/21/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Heating Equipment Minimum Distribution Type (furnace, heat Efficiency Tope and Duct or pump, etc.) Location Piping Thermostat Location / (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Central Furnas 80% AFUE Ducts in Attic 4.2 Setback HVAC 1 Cooling Equipment Minimum Duct Project Title Date 48454 Vista Palamino La Quinta Type (air conditioner, Efficiency heat pump, evap. cooling) (SEER) Location (attic, etc.) Duct R -Value Thermostat Type Location / Comments Split Air Conditioner 10.2 SEER Ducts in Attic _ 49 Sethnr-k - HVAC 1 WATER HEATING SYSTEMS R-19 Wall (W.19.2x6.16) Rated 1 Tank Energy Facts 1 External Water Heater Water Heater System Name Type Distribution Type # in Input Syst. Cap. or Recovery Standby Tank Insul. Wood HVAC SYSTEMS Btu/hr (gal) Efficiency Loss (%) R -Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS e`r%R)1151 IAui+c �rwT"...-..� This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Bob Sipovac Title/Firm: Sipovac Construction Inc. Title/Firm: Sipovac Construction Address: 72651 Theodora Ln. Address: 72651 Theodora Lane Palm Desert, Ca: 92260 Palm Desert, CA 92260 Telephone: 567-2347 Telephone: 760 779-0790 LIC. #: 2 0 (signature)date)" (signs ure Enforcement Agency Name: Title/Firm: Address: Telephone: IEnergyPro 3.1 By EnergySoft User Number: 5289 Job Number. 232004 Page:4 of 9 Computer Method Summary (Part 3 of 3) C -2R McCarter Residence..-_-- ----._ . - .--..---3/21/2004 --...-._ Project Title ------- �--- - _ - - - -- -Date THERMAL MASS FOR HIGH MASS DESIGN 3/21/2004 Project Title Date 48454 Vista Palamino La Quinta Area Thick. Heat Const. Inside Location Type - _ _ - (sf) -(in.) -Cap` Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES Documentation Author Telephone R-19 Wall (W.19.2x6.16) Computer Performance 15 F2 Insulation Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only 0.387 Type Length Factor R -Val, Depth Location / Comments Wood HVAC SYSTEMS Total Conditioned Slab Area: 921 ft2 Building Type: 0.756 Heating Equipment Minimum Distribution Type X❑ Single Family Detached ❑ Addition ❑ Single Family Attached Type (furnace, heat Efficiency and Location Duct Thermostat Type Location ! pump, etc.) _ - - - (AFUE/HSPF)(ducts/attic, etc.) R -Value - - Comments C-entra,LFua1ace-. __....... __ 80%o.8EUE._ R4cts in_Attic -...-. - -4,2- __ --5eAb-aok -.VAC_1.--_-... --- -. ---._ Hydronic Piping pipe Pipe Insul. Window Rear (South _- 16.0 System Name Length Diameter- Thick. 180 -._ 90 Milgard 1110 Series _ _... _Detached_Guest House - Cooling Equipment Minimum Duct Left _(East 40_0 0.590 Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap_cooling) _ (SEER) (attic, etc,) R_Value Type Comments 4B.AJLC.onditloner- ..... _----.-- 1Q.2aEF_R qucts-in AttlF..-.. -_. - --A.-2-. _..-..Sat4acls__ --- KVAC.1 ._. -.. _.. -----...._...-- WATER HEATING SYSTEMS Ratedl Tank Energy Facts 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name _Type - - -Type - - est. Btulhr -_(gam- Efficiency -Loss �%)- Ext_- _ 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btulhr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS . I i i Run Initiation Time: 03/21104 13:52:45Run Code;. 1079905965. _ EnergyPro 3.1 . . By Energy, of. - - User Number. 5289 - - _ _ Job Number: 232004 _- .. Page:9.0f 9 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R McCarthy Residence 3/21/2004 Project Title Date 48454 Vista Palamino La Quinta Exterior Const. Project Address Component Building Permit # Sipovac Construction (760) 779-0790 Type Plan Check/ Date Documentation Author Telephone R-19 Wall (W.19.2x6.16) Computer Performance 15 Field Check I Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only 0.387 Exterior Door GENERAL INFORMATION Wood Total Conditioned Floor Area: 921 fid Average Ceiling Height: 10.0 ft Total Conditioned Slab Area: 921 ft2 Building Type: 0.756 (check one or more) (North) X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (Northwest) 315 deg. Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 10.0 Number of Stories: 1 ❑ Raised Floor tfUILUINka . r1CLL IIVJULAI IUIV Orientation Area 48-454 Vista Palamino.lbk Fenestration Exterior Const. Bob Sipovac Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) R-19 Wall (W.19.2x6.16) Wood 0.065 Exterior Wall Solid Wood Door None 0.387 Exterior Door R-38 Roof (R.38.2x4.24) Wood 0.024 Exterior Roof Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation (North) 88.0 FENESTRATION Shadina Devices Type Orientation Area 48-454 Vista Palamino.lbk Fenestration Exterior Overhang Side Fins Bob Sipovac CHECKED BY: SF U -Factor SHGC Shading Yes / No Yes / No Rear (South) 64.0 0.590.35 Area Bug Screen ❑ X❑ ❑ X❑ Left (East) 40.0 0.59 0.35 Bug Screen ❑ 0 ❑ Front (North) 88.0 0.59 0.35 Bug Screen ❑ X❑ ❑ Fx-1 Front (North) 10.0 0.51 0.65 Bug Screen ❑ X❑ ❑X❑ _0.590 0.35 180 90 Milgard 1110 Series Detached Guest House 4 Window Rear (South _- 16.0 0.590 _ 0.35 180 -._ 90 Milgard 1110 Series _ _... _Detached_Guest House - ❑ ❑ ❑ ❑ Left _(East 40_0 0.590 - 0.35 90 90_ Milgard 1110 Series ❑ ❑ ❑ ❑ Window Front(North 16.0. 0.5 -0,35 Q ❑ ❑ ❑ ❑ 7 Wind=- Front (North) _�QQ 0.510 065 ❑ ❑ ❑ ❑ tHouse 8 Window Front __. _N( orth) 72.0 0.590. ❑ ❑ ❑ ❑ __-00 Milgard 1110 Series_- - .petlCh.gil_Czu Detached Guest House ❑ ❑ ❑ ❑ Run Initiation Time: 03/21/04 13:52:45 179905965 Ener Pro 3.1 By EnergySoft User Number: 5289 Job Number. 232004 Pa e:3 of 9 Computer Method Summary (Part 2 of 3) C -2R McCarthy Residence . _ _ 3/21/2004 Project Title Date FENESTRATION SURFACES 042004 CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const. Inc. COPYRIGHT: U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt - Comments -t- Window_ Rear (Swth) 16.0 0..590 .___.._035 180 -_90. Milgard 1110 Series _Delached.GuesL louse_ 2 Window Rear (South) 16.0 0.590 0.35 180 90 Milgaigt 1110 Series Detached Guest House_,.,___ 3 Window Rear (South) 16.0 _0.590 0.35 180 90 Milgard 1110 Series Detached Guest House 4 Window Rear (South _- 16.0 0.590 _ 0.35 180 -._ 90 Milgard 1110 Series _ _... _Detached_Guest House - 5 Window Left _(East 40_0 0.590 - 0.35 90 90_ Milgard 1110 Series Detached,Guest House 6 Window Front(North 16.0. 0.5 -0,35 Q 90 Milgard 1110 Series „Detached Guest HpUse___- 7 Wind=- Front (North) _�QQ 0.510 065 0 Glass Block tHouse 8 Window Front __. _N( orth) 72.0 0.590. - 0.35 090 __-00 Milgard 1110 Series_- - .petlCh.gil_Czu Detached Guest House -- -- ---- ------ INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin,-. Ri ht Fin Exterior Shade Type _ SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist... -Len. Hgt Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug. Screen 0.76 3 Bug_Screen _ 0.76 4 eug -- - - --- Screen 0.76 _..__ __..__. 5 Buq Screen --- 0.76 - _ - - -- --- - 6 Bug Screen -_.-0.76-- 7 Bug -Screen 0.76 8 Bu Screen _ 0.76 _. _ _ _. _ __ _Run Initiation Tit�1e: 03/21!04 18;52:45 Run Dod_o:_ 1979905965 EnergyPro 3.1 By EnergySoft User Number: 5289 Job Number. 232004 Page:8 of 9 SIPOVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: I G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 MARK I DATE I DESCRIPTION I PROJECT NO: 042004 CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const. Inc. COPYRIGHT: Sipovac Const. Inc. I SHEET TITLE I Title 24 SCALE T-201 MECHANICAL NOTES WATER HEATER AND FAD'S SHALL BE ANCHORED TO RESIST HORIZONTAL DISPLACEMENT PER UMC 504 WATER HEATERS SHOULD HAVE TEMP CONTROLS WATER HEATERS SHALL HAVE PRESSURE RELIEF VALVES CONDENSATE SHALL BE COLLECTED AND DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR APPROVED DISPOSAL AREA AS PER UMC SEC. 510. CONDENSATE DRAIN PIPING SHALL BE PER UMC SEC. 1205 EQUIPMENT SHALL HAVE 3" MIN. CLEARANCE ON SIDE AND BACK AND 6" CLEARANCE FROM FRONT TO COMBUSTION INTAKE. PADS SUPPORTING CONDENSATE UNITS MUST NOT BE LESS THAN 3" ABOVE GRADE. ALL SUPPLY AND RETURN DUCTS TO BE INSULATED R-8 OR GREATER AIR DUCTS PENETRATING SEPERATION WALL OR CEILING BETWEEN GARAGE AND LIVING AREA SHALL BE 26 GAGE MINIMUM HEATING AND COOLING EQUIPMENT LOCATED IN GARAGE SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE FLOOR LEVEL CBC 303.1.3. PROVIDE SMOOTH METAL DRYER DUCT FOR DRYER EXHAUST CMC 504.1 DRYER DUCT SHALL HAVE A BACK DRAFT DAMPER CMC 504.3 DRYER DUCT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14" INCLUDING 2-90 DEGREE ELBOWS. 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF 2 CMC 504.3.2. APPROVED SPARK ARRESTORS SHALL BE INSTALLED ON ALL CHIMNEY'S. MECHANICAL EQUIPMENT S I POVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax I CONSULTANTS I Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 I LI I I MARK I DATE I DESCRIPTION PROJECT NO: ZONE 1 CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: AIR HANDLER BDP CO 561AJ036 Bob Sipovac CHECKED BY: Sipovac Const. Inc. BTU OUTPUT COOL 34,000 BTU OUTPUT HEAT 89,000 MUZ(208/230/1/60 40 AMPS HSPF 3.2 CONDENSER SPLIT CFM REQ'D 1210 S. E. E. R. 10.0 THERMOSTAT SETBACK PROGRAMMABLE HUMIDIFIER ADD FOR AQUA -MIST HUMIDIFIER AIR CLEANER ADD FOR SPACEGARD HI EFFICIENCY FILTERS S I POVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax I CONSULTANTS I Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 I LI I I MARK I DATE I DESCRIPTION PROJECT NO: 042004 CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const. Inc. COPYRIGHT: Sipovac Const. Inc. I SHEET TITLE I Mechanical Plan SCALE 1/411 = 1' - 0" YL� APPLIANCE INPUT BTU RATINGS #1 WATER HEATER 38,000 #2 WATER HEATER 38,000 FIREPLACE 25,000 #1 FAU 100,000 #2 FAU 100,000 OVEN 16,000 BROILER 13,000 BURNERS 9,000 NEW ADDITION FAU GAS PIPE SYSTEM GAS LINE SIZES PER UPC TABLE 12-3 MAIN 22,000 I" T03/4" TO %2" TIE TO EXISTING SEWER LATERAL PLUMBING NOTES TIE TO NEW GAS LINE STUB OUT FROM MAIN METER ALL SHOWER HEADS, LAVATORY FAUCETS AND SINK FAUCETS USED FOR OTHER THAN SAFTEY REASONS SHALL BE EQUIPED WITH FLOW CONTROL DEVICES TO LIMIT TOTAL FLOW TO A MAXIMUM OF 3 GALLONS PER MINUTE. IN ADDITION NO SHOWER HEADS, LAVATORY FAUCETS OR SINK FAUCETS USED FOR OTHER THAN SAFTEY REASONS SHALL BE INSTALLED UNLESS SAMPLES HAVE BEEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES DESCRIBED IN SECTION 1603 OF THE APPLIANCE EFFICIENCY REGULATIONS AND THE MANUFACTURER HAS CERTIFIED TO THE COMMISSION THAT THE WATER FLOW RATE DOES NOT EXCEED THE ABOVE VALUES WATER HEA7ER'SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE AND INDICATE DRAIN LINE TO EXTEND TO OUTSIDE PER UPC SEC. 1007-E WATER HEATER SHALL BE SECURELY FASTENED IN PLACE TO PREVENT HORIZONTAL DISPLACEMENT PER UPC 1310 AND UMC SEC. 504 WASTE DRAIN SYSTEM SIZE OF WASTE DRAIN 3" SIZE OF VENTS 2" C/O 2" C/O MAIN 3" S I POVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: I G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 I MARK I DATE I DESCRIPTION I PROJECT NO: 042004 CAD FILE NAME: 48-454 Vista Palamino.ibk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const. Inc. COPYRIGHT: Sipovac Const. Inc. I SHEET TITLE I Plumbing Plan SCALE 1/4" = 1' - 0" P-1 01 1. PHASE 3 WIRE 120-24OV-200 AMP METER 42 000 SERVICING UTILITY 1.4C 3-500 MGM THWN (COPPER) 1. PHASE 3 WIRE 120-240-100 AMP SUBPANEL A 100 AMP SU � 400 AMP MAIN DISCONNE T BUSSING BUSSING RATED (AIC) RATED (AIC 10,000 AMP 10,000 AMP JCURRENT LIMITING (AIC) 10,000 A 2" 3-3/0 THWN (COPPER) #4 GROUND COPPER —� TO C.W. GAS AND 20' UFER GROUND ELECTRICAL LEGEND SWITCH - SINGLE POLE @ +42" - UNLESS NOTED OTHERWISE (U.N.O.) SWITCH - THREE WAY @ +42" - U.N.O. SWITCH - FOUR WAY @ +42" - U.N.O. DIMMER SWITCH - @ +42" - U.N.O. fDc U.N.O. 0 RECEPTACLE - @ +12" - U.N.O. RECEPTACLE - ONE SIDE TO SWITCH @ +12" - U.N.O. GFt RECEPTACLE - WITH GROUND FAULT INTERRUPTER @ +12" - U.N.O. A� RECEPTACLE - WATER PROOF W/ GROUND FAULT INTERRUPTER @ +12" - U.N.O. T RECEPTACLE - 220 VOLT RECEPTACLE - MOUNTED IN FLOOR 1 RECEPTACLE - SINGLE PLUG - VOLTAGE AS NOTED LIGHT - WALL MOUNTED -O LIGHT - CEILING MOUNTED O LIGHT - FLUSH MOUNTED IN CEILING (ROUND FIXTURE) a- LIGHT - WITH HEATER - FLUSH MOUNTED IN CEILING LIGHT - WATER PROOF RECESSED DOWNLIGHT - FLUORESCENT CHANDELIER COMBINATION LIGHT/FAN - FLUSH MOUNTED IN CEILING ie) EXHAUST FAN FLUORESCENT LIGHT FIXTURE - ONE LAMP FLUORESCENT LIGHT FIXTURE - TWO LAMPS q PUSH BUTTON - @ +42" - U.N.O. 0 THERMOSTAT - @ +60" �Z TELEPHONE JACK - @ +12" - U.N.O. Tv TELEVISION ANTENNA/CABLE JACK - @ +12" - U.N.O. so SMOKE DETECTOR Q SURFACE CONNECTION BOX F-71_ DOORBELL CHIME MAIN 400 AMP PNL. ELECTRICAL LOAD CALC'S DWELLING & ADDITION 4486 SQ. FT. X 3 WATTS 13458 WATTS KITCHEN CIRCUIT LAUNDRY CIRCUIT WASHER DISHWASHER TOTAL FIRST 10,000 WATTS @ 100% REMAINDER 10.958 @ 40% A/C 1 12,000 WATTS A/C 2 12,000 WATTS A/C 3 12,000 WATTS TOTAL TOTAL 4,383 WATTS 50,383 WATTS 242 AMPS. 3,000 WATTS 1,500 WATTS 1,800 WATTS 1,200 WATTS 20,958 WATTS 10,000 WATTS S I P OVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: GENERAL CONTRACTOR: G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 MARK I DATE I DESCRIPTION PROJECT NO: 242004 MODEL FILE: Vista Palaminon New.lbk DRAWN BY: Bob Sipovac CHK'D BY: Bob Sipovac COPYRIGHT Sipovac Const. Inc. SHEET TITLE Electrical Plan Wednesday, June 23, 2004 lots SHEET 17 OF 19 CITY OF LA QUINTA Vicinity p Ma General Notes SIPOVAC TRACT NO. 29306 CONSTRUCTION INC. GRADING NOTES: A Design/Build CO. PROJECT SITE 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND License# 581636 SOILS REPORT, NO. N/A 72651 Theodora Ln. ?!}��, ,)I:= .lr'a. ct: ;, 159:: 6r;5CAll i,_•;y F'! I ; DATED: Palm Desert ca. 92260 PRECISE GRADING PLAN ( r ;` a,! PREPARED BY: 760) 567-2347 TELEPHONE NO. (760) 779-9525 Fax :``i:r•i:' :i;' •/.t/s'Y.;` 'f•a1.;,', �PA' N \...�t't�K 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE ,off•`•• .;:, o n LA 4UMTA . ;`kMEM UGHT5, COMPLIANCE WITH THE PLANS, I SPECIFICATIONS AND CODE WITHIN THEIR 4 iq `>: _I ':5 1 1• r,TEC_-S: C4'1RSE �: .x....' PURVIEW. Y':V V ` • '•..'" ��ffCNf , yt,c„1 ". �I •: h ..•'•��' .}:. P �.. (o i . S� :.... W� ^� e'�Cj: ( Jl�"•y ...:. ... Imo` Y 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING Wrt I vel Y Y G* A\t;'•t1 Cn1 _. __ _ •4.. •i..:_r:'Itr 2.. ; • 5.'r lt., S: _I .__ ._.... ,'e�arF GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, Y ' ` 'i q: L< i_!St ; : n .' CIS ' •r I o '�7. a rrr.f ,�a,,;e ;X riL'CtA'Je" .. jyF ;, __ .- _'�;,::r:y`5>,': �:.t: ; so SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. LOT 76 L ,',t:,' .• -.; • . Q �;'=`°i � C°'cPLFX :, :rEif C_4'&XA75E.,r.;,v..'±7yt-,=�-P'isia • 4.ri:� I:e�geTb "" r, "`•`= r j ; ^[care 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL -� SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO EXISTING - nv�n� r._.��It• o� s. •.�..::......:. RESIDENCE 7•, _ �.,��� ,. <;. ���:-;-•��- ., � ��E<_rr;,,, �'S'i'' CLVB LYliF I'{�' x `'� 1 ADJACENT PROPERTY. ''' +,Y E?i Ci4 Uli1H04 I aJ,�:•! z .all"p. III•.i.,_ p - L4 qJrffTA ' 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" PAD 100.5 { "'��"-----? r ;; ` , -•ra ' 1 L ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. ij F.F. 101,0 MAX 101.00 HP �• _ ;;;' w'„ . i, !t"``';'_ �' Fl;,,a r 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER 101.00 HP A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 101.00 HP Symbols Legend 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP Q \ OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE EXISTING PLANTER SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM 100.42 1CO.42 -� INDICATES DRAINAGE FLOWLINE BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY N, opf ENGINEER. 100.22 s ( , ;� ::.:•:� ; ' ::�::�;< 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER r', 97.22 INV e 2% lNDICATES CONCRETE 4.5" CRUSHED A.B.. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY EE INDICATES EXISTING ELEVATION ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET 2% C INDICATES CENTERLINE SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADYWAY SUBBASE. EXISTING 6t STUCCO D BLOCK WALL a ry c m � { FL INDICATES FLOW LINE 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL CONSULTANTS 100.42 RW INDICATES RIGHT OF WAY ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE �0 •0 f TESTING OF ALL FILL PALCED. TESTING IN AREAS OF A CRITICAL NATURE OF Engineering: FG INDICATES FINISH GRADE SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE } SAMPLINGS. FS INDICATES FINISH SURFACE Mechanical: 2% 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER ,� FC INDICATES FACE OF CURB SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL EXISTING PLANTER �e �� BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH Electrical: HP INDICATES HIGH POINT ' TEST. SUFFICIENT MAX'MUM DENSITY DETERMINATION SHALL BE PERFORMED © TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE 100.10 GB INDICATES GRADE BREAK FIELD TECHNICAN. 96.90 INV Civil: f X FF INDICATES FINISH FLOOR 14. ALL UNDERGROUND FACILIITES, WITH LATERALS, SHALL BE IN PLACE AND o • 100.42 INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE �=Of FOLLOWING: SEWER, V;'ATER, ELECTRIC, GAS AND DRAINAGE. NEW C. WALKWAY PE INDICATES PAD ELEVATION GENERAL CONTRACTOR: 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER TC INDICATES TOP OF CURB SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE ­� FOR THE INTENDED USE. G.L. SCRIVENS CONSTRUCTION INC. 1 EXISTING 6' STUCCO'D BLOCK WALL 96.97 INV 61400 YUCCA RD. EXISTING PLANTER TG INDICATES TOP OF GRADE 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR MOUNTAIN CENTER CA. 92561 � • SEPARATE BUILDING PERMIT(S). BLOCK REMOVED G-101 EXISTING CONC. WALKWA ()' 760-349-3327 FOR DRAINAGE �� Project Information 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF EXISTING TRASH ARE SUBSEQUENT STORMWATERIMPROVEMEONTSBYILITIES THE CONTRACTOR. NG CONSTRUCTION OF LICENSE # 521353 ACTOR IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION OVERFLOW OWNER FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY McCarthy Addition Mr. & Mrs. McCarthy DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 48-454 Vista Palamino 48-454 Vista Palamino La Quinta Ca. 92253 i La Quinta. Ca- 92253 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED 760-777-6430 LEGAL DESCRIPTION FOR THIS PROJECT. i .38 ACRES IN LOT 75 MB 289/077 TR 29306 LOT AREA 16,553 SQ. FT. .38 ACRES 0 --'------------------------------------ ------ CN-6-,� ASSESSOR'S PARCEL NO; 649-540-035 Q MARK DATE DESCRIPTION VISTA PALAMINO BASIS OF BEARINGS: CENTERLINE OF VISTA PALAMINO. 100.10 TG 100.10 TG NEAR LOT 75; BEING PROJECT NO: 042004 NDS BUBBLE BOX N47 15'39"E CAD FILE NAME: 48-454 Vista Palamino.lbk BENCHMARK; DESIGNED BY: Sipovac Const. Inc. 96.90 INV TOP OF CURB AT ECR OF VISTA PALAMINO. DRAWN BY: Bob Sipovac PER THE APPROVED STREET IMPROVEMENT CHECKED BY: Sipovac Const. Inc. PLAN FOR TRACT NO. 29306 COPYRIGHT: Sipovac Const. Inc. NOTE: QUANTITIES ESTIMATES SHOWN IS FOR PERMIT PURPOSES SHEET TITLE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT oOG OooOooODoOOo PURPOSES. 0 0 0 0 0 o FILTER FABRIC QUANTITIES ESTAMATE DOES NOT INCLUDE CLEARING Grading Plan 3/8" TO 3/4" WASHED ROCK ON UNDISTURBED SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY SOIL, A MINIMUM OF 12" THICK. GRADING OR EXCAVATION COVERED UNDER A SEPARATE PERMIT. BUBBLER BOX EARTHWORK QUANTITIES ESTIMATE: CUT = 5 CU YDS Construction contractor agrees that in accordance with generally accepted PRIVATE ENGINEER'S NOTE TO CONTRACTOR IMPORTANT NOTICE - UNDERGROUND SERVICE ALERT FILL = 0 CU YDS construction practices, construction contractor will be required to assume a NET = (5) CU YDS SCALE The existence and location of any underground utility pipes, conduits or rrll Section 4216/4217 of the government code requires sole and complete responsibility forjob site conditions during the course of V construction of the project, including safety of all persons and property; that structures shown on these plans are obtained by a search of the available a dl alert identification number be issued before a records. To the best of our knowledge there are no existing utilities except as g NOTE: this requirement shall be made to apply continuosly and not be limited to normal workinhours, and construction contractor further agrees to defend, indemnify shown on these plans. The contractor is required to take due precautionary "Permit to excavatef, will be valid. for your dig alert g a and hold design professional harmless from any ancf all liability, real or alleged, in measures to protect the utility lines shown on these drawings. The contractor service alert THE APPROVED PAD ELEVATIONS SHOWN HEREON further assumes all liability and responsbility for the utility pipes, conduits 000°l` l V-96C� identification number call underground connection with the performance of work this project, excepting liability arising or structures shown or not shown on these drawings. Ca 2MWbtivD-k,M% w toll free at 1-800-227-2600 two working days before WERE OBTAINED FROM THE APPROVED TRACT ROUGH �� from the sole negligence of design professioal. you dig. GRADING PLAN FOR TRACT 29306 0 1 PLEASE READ AND FILL OUT THIS DOCUMENT APPROPRIATELY. EVEN SMALL PROJECTS MUST 042004 DO THEIR PART. PM DUSTPOWDERY DUST OF 10 MICRONS OR SMALLER DIAMETER) HAS 48-454 Vista Palamino.lbk BEEN IDENTIFIED AS A POTENTIALLY SERIOUS HEALTH THREAT. THIS FINE DUST CAN LODGE Sipovac Const. Inc. DEEP IN THE LUNGS AND HAS BEEN ASSOCIATED WITH BRONCHITIS AND OTHER RESPIRATORY Bob Sipovac ILLNESSES. DESERT DUST CAN BE PARTICULARLY UNHEALTHFUL, BEING ASSOCIATED WITH PROJECT NAME "DESERT LUNG SYNDROME" AND LUNG INFECTIONS CAUSED BY FUNGAL SPORES CARRIED IN Sipovac Const. Inc. DESERT DUST. CHILDREN, THE ELDERLY, AND PERSONS WITH RESPIRATORY CONDITIONS, ARE AUTHORIZED DUST CONTROLLER TELEPHONE No. PARTICULARLY SENSITIVE TO FINE DUST, BUT EVERYONE IS ADVERSELY AFFECTED BY THE RELATIVELY HIGH LEVELS OF PM THATmCCUR IN THE COACHELLA VALLEY. LARGER SAND PARTICLES CAN BE TURNED INTO THIS DUST THROUGH THE GRINDING ACTION OF TIRES ON ROADWAYS AND THROUGHIREPETITIVE PLOWING AND DISKING OPERATIONS. PROJECT DATA (SEE ATTACHED PLAN ALSO) DATE: 04/12/04 PROJECT NAME: McCarthy Residence STREET ADDRESS / SITE LOCATION: 4P-454 \/ cta Palaminn ADJOINING PROPERTY INFO. (FOR SENSITIVITY, TYP. WINDS BLOW N.W. TO S.E.) EASTERLY Residence SOUTHEASTERLY SOUTHERLY Golf Course SOUTHWESTERLY WESTERLY Residence NORTHWESTERLY NORTHERLY Vita Pninminn r)r NORTHEASTERLY CURRENT LAND USAGE: Residential PROPOSED LAND USAGE: Rnciriantial LAND USE PERMIT LOT: 75TRACT/PM: 9a1nR NO.: A.P.N. 649-540-035 PARCEL SIZE: .38 ACRES 16.553 SQ. FT. EARTHWORK QUANTITIES ESTIMATE (BALANCED SITE PREFERRED) TOTAL AREA TO BE DISTURBED ACRES SQ. FT. C.Y STRIPPING & SUBSIDENCE LOSSES (TYP. 0.3' X AREA/27CF./CY.) C.Y RAW CUT VOLUME: 05 C.Y. CUT AFTER SHRINKAGE: C.Y RAW IMPORT VOLUME: 0 Cy. IMPORT AFTER SHRINKAGE: C.Y COMPACTED FILL VOLUME: C.Y RAW EXPORT VOLUME: 0 C.Y. COMPACTED EXPORT VOL.: (SEE HAUL ROUTE DETAIL ON ATTACHED PLAN IF ANY IMPORT OR EXPORT, EXCEPT TRASH.) PHASING OF GRADING ACTIVITIES THE AMOUNT OF ACTIVE DISTURBED AREA MUST BE LIMITED TO WHAT CAN BE EFFECTIVELY WATERED 4 TIMES PER DAY BY EITHER SPRINKLERS OR WATER TRUCKS. TYPICAL 2000 GALLON WATER TRUCKS CAN EFFECTIVELY WATER ABOUT 4 ACRES PER HOUR, THEREFORE AN 8 HR. WORKDAY DIVIDED BY 4 WATERINGS PER DAY TIMES 4 AC./HR. = 8 ACRES PER TRUCK. SINCE WATER TRUCKS ARE ALLOWED TO WORK 7 DAYS A WEEK, 24 HOURS A D P TO 24 AC. PER TRUCK MAY BE ACHIEVED THAT WAY, WITH SPECIAL PERMISSION. LARGER PROJECTS MUST HAVE MORE TRUCKS, MORE HOURS, MORE SPRINKLERS, OR LESS DISTURBED AREA AT ANY ONE TIME. AREAS ALREADY GRADED OR STOCKPILED MUST BE STABILIZED WITH CHEMICALS, HYDROMULCH, OR VEGETATION, BEFORE ADDITIONAL AREAS CAN BE STRIPPED FOR GRADING. THE PHASING PATTERN BELOW SHALL BE SHOWN IN THE REFERENCE MAP ON THIS SHEET AT UPPER RIGHT. DRIVING ROUTES THROUGH A PROJECT MUST BE COUNTED IN ALL PHASES WHERE THEY ARE ONLY TREATED WITH WATER. IT IS BETTER TO TREAT THEM WITH AN APPROVED "OIL" (LIKE ENVIROKLEEN) OR SIMILAR NON -CRUSTING DUST PALLIATIVE, TO SAVE WATER. PHASE "A" ROUGH GRADIN (SITE PREPARATION / MOBILIZATION) SUB -PHASE APPROX. DATE DISTURBED AC. SPRINKLER AC. WATER TRUCK AC. # OF TRUCKS Al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l2' WIDE BY 100' LONG SHOULD BE PROVIDED AT THE EXIT, TO FACILITATE THE INSPECTION AND CLEANING OF TIRES. "RUMBLE STRIPS" MADE FROM LUMBER, RAILROAD TRACK,OR SIMILAR MATERIALS CAN HELP REDUCE THE MUD GETTING ONTO THE CLEANING AREA. STREET SWEEPING AND WASHING IS STILL TYPICALLY REQUIRED, BUT MAY BE REDUCED BY PROPER USE OF A "WHEEL WASHING AREA" LIKE THIS. THEY ARE REQUIRED ON PROJECTS OVER 5 ACRES OR WITH OVER 5,000 CUBIC YARDS OF IMPORT OR EXPORT. 6. (OPTIONAL) A STANDARD SIGN WITH THE FOLLOWING INFORMATION MUST BE POSTED ON THE SITE, AT LEAST ONE SIGN PER FRONTING STREET. THE SIGN MUST INCLUDE: THE GRADING PERMIT NUMBER, THE PROJECT NAME, MAP NUMBER IF APPROPRIATE, THE AUTHORIZED DUST CONTROLLER PHONE NUMBER(S), THE CITY PHONE NUMBER, AND THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (S.C.A.Q.M.D.) PHONE NUMBER. 7. VEHICLES TRAVELING ON DIRT AND/OR ON UNPAVED ROADS SHOULD RESTRICT THEIR SPEED TO 15 M.P.H. MAXIMUM, SIGNS TO THAT EFFECT SHOULD BE PLACED AT THE PROJECT ENTRANCE ON PROJECTS OVER 5 ACRES TO IMPROVE COMPLIANCE. 8, WHEN WIND SPEEDS EXCEED 25 MPH, BY CONTINUOUS ANEMOMETER READING, OR IN GUSTS AT LEAST TWICE WITHIN A THIRTY MINUTE PERIOD, MEASURED ON THE SITE, VEHICULAR ACTIVITY ON THE SITE SHALL CEASE, EITHER VOLUNTARILY, OR BY CITY OR A.Q.M.D. INSPECTOR NOTIFICATION, EXCEPT FOR WATER TRUCKS AND SPRINKLER -TENDING VEHICLES, IF ANY. SITE SPECIFIC DETAILS: (PLEASE DESCRIBE ANY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.) 1. PRE -WATERING METHOD (AS SHOWN IN 1. OR AS DETAILED HERE): Current Sprinklers WATER AVAILABILITY, INITIAL STAGE Water Meter 2. OFF-SITE WORK PERMISSION NEEDED: No 3. ACCESS WILL BE CONTROLLED BY: 4. INITIAL STAGING AREA: On Site EQUIPMENT STORAGE On Site TEMPORARY OFFICE EMPLOYEE PARKING On Site 5. WHEEL WASHING PROVISIONS: 6. SPEED RESTRICTION SIGN LOCATION: 7. NUMBER OF POSTED "DUST CONTROL SIGNS" One (TYP. 1 PER FRONTING ROAD OR 1 PER 660 FEET OF FRONTAGE) 8. OTHER PRELIMINARY WORK: PHASE "B": ROUGH GRADING (MASS GRADING, PERIMETER WALLS) GENERAL REQUIREMENTS 1. HAULING PROCEDURES: ALL VEHICLES GOING FROM DIRT AREAS ONTO PAVED STREETS SHALL HAVE TIRES AND WHEELS INSPECTED AND WASHED IF NECESSARY TO AVOID'TRACKING-OUT" DIRT. TRUCKS HAULING DIRT ON PAVED STREETS SHALL MAINTAIN AT LEAST A HALF FOOT "FREEBOARD" FROM RIM TO DIRT, AND COVER ALL DIRT OR DUSTY DEBRIS LOADS WITH AN APPROPRIATE TARP. THE HAUL ROUTE SHOULD BE SHOWN HEREON OR ON AN ATTACHED SHEET, AND SHALL BE CLEARED WITH THE CITY ENGINEER FOR ANY APPLICABLE TRANSPORT PERMITS PRIOR TO ITS USE. ALL HAULING TRUCKS SHALL HAVE A COPY OF THESE PROVISIONS WITH THEM AT ALL TIMES. THE IMPORT OR EXPORT SITE MUST HAVE A VALID GRADING PERMIT ALSO, AND SHOULD BE COMPLYING WITH ALL APPROPRIATE DUST MITIGATION MEASURES ALSO. WHEN PRACTICAL, TRUCKS AND EQUIPMENT, SHOULD SHUT OFF ENGINES RATHER THAN IDLING FOR EXTENDED PERIODS, TO MINIMIZE EXHAUST EMISSIONS AND NOISE. THIS BECOMES MORE CRITICAL AS THE SIZE AND NUMBERS OF VEHICLES INCREASES. 2. ALL STRIPPED, GRADED OR OTHERWISE DISTURBED AREAS SHALL BE STABILIZED BY SOME APPROPRIATE MEANS. AREAS ACTIVELY BEING GRADED CAN USUALLY BE STABILIZED BY APPLYING LOTS OF WATER. DISTURBED AREAS NOT ACTIVELY BEING WORKED MAY BE EFFECTIVELY TREATED WITH SOME MORE DURABLE SOIL STABILIZER, SUCH AS HYDROMULCH, TO AVOID CONSTANT WATERING. THE PREFERRED METHOD OF SITE WATERING IS BY SPRINKLER, ESPECIALLY AROUND THE PERIMETER, SPRINKLERS MUST BE SET TO RUN ON WEEKENDS AND EVENINGS WHEN WATER TRUCK DRIVERS ARE NOT AVAILABLE. A TYPICAL WATER TRUCK CAN ONLY HANDLE WELL ABOUT 4 ACRES PER HOUR. 3. IF PERIMETER BLOCK WALLS ARE TO BE BUILT THEY SHOULD BE GIVEN A HIGH PRIORITY SINCE THEY WILL HELP TO CATCH BLOWSAND AND COULD THEREBY REDUCE THE AMOUNT OF STREET SWEEPING REQUIRED. SITE SPECIFIC DETAILS: (PLEASE DESCRIBE ANY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.) 1. HAULING PROCEDURES: (AS SHOWN ABOVE UNLESS OTHERWISE DETAILED) All debris shall be covered with tams for hauling 2. SOIL STABILIZATION METHODS: ACTIVE AREA WATER SCHEDULE: (MIN. 4 TIMES PER 24 HRS.) Sprinkler WEEKEND WATERING SCHEDULE: (MIN. 4 TIMES PER 24 HRS.) Sprinkler (ACRYLIC POLYMER, HYDROMULCH, INACTIVE AREA STABILIZATION METHOD(S): PLANTINGS, BIODEGRADABLE "OIL", OR AS SHOWN HERE) Sprinkler 3. PERIMETER BLOCK WALL SCHEDULE: N/A 4. OTHER: PHASE "C": FINISH GRADING (UTILITY & STREET CONST.) GENERAL REQUIREMENTS: 1. DIRT STOCKPILED NEXT TO UTILITY TRENCHES SHALL BE KEPT WATERED OR OTHERWISE STABILIZED OR COVERED TO HELP COUNTERACT THEIR HIGH PROFILE EXPOSURE TO THE WIND. 2. ALL PREVIOUSLY ROUGH GRADED AREAS THAT WILL BE INACTIVE IN THIS PHASE SHOULD BE TREATED WITH A DURABLE SOIL STABILIZER OR GROUND COVER SYSTEM. IF A VEGETATED GROUND COVER IS UTILIZED IT IS ONLY NECESSARY TO GET IT INITIALLY ESTABLISHED. THE ROOT SYSTEM AND TOP STUBBLE MAY BE SUFFICIENT TO HOLD THE DUST EVEN IF WATERING IS DISCONTINUED. 3. FOR TRACTS, MULTIPLE PARCELS, AND EXTENSIVE COMMERCIAL SITES, PAVED ACCESS TO THE BUILDING SITES WILL BE REQUIRED PRIOR TO FRAMING OF THE BUILDINGS. THIS CONSTRUCTION STAGE USUALLY INDICATES AN INCREASE IN THE NUMBERS OF WORKERS AND THEIR VEHICLES. ALSO, THE PAVED ACCESS IS RECOMMENDED FOR FIRE FIGHTING PURPOSES. IF PAVING IS DESIRED BEFORE ALL UTILITIES AND/OR LATERALS ARE INSTALLED, THE BASE LIFT OF ASPHALT IS SUFFICIENT FOR ACCESS. THE A.C. CAN BE "CAPPED" LATER, LEAVING A FINAL SURFACE THAT IS FREE OF UTILITY CUTS AND PATCHES. 4. AS PAVED ACCESS IS EXTENDED, THE STAGING AREA CAN BE MOVED CLOSER TO THE BUILDING SITES. THE STORAGE AND OFFICE TRAILERS, EQUIPMENT, AND EMPLOYEE PARKING CAN BE MOVED ONTO PAVED PORTIONS OF THE SITE. SITE SPECIFIC DETAILS: (PLEASE DESCRIBE ANY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.) 1. TRENCH STOCKPILE TREATMENT: (WATER AS NECESSARY) N/A 2. INACTIVE AREA TREATMENT: (SEAL WITH HYDROMULCH, ACRYLIC POLYMER, PLANTINGS, ETC.) N/A 3. STREET PAVING SCHEDULE: 4. STAGING AREA MOVEMENT SCHEDULE: 5. OTHER: N/A PHASE "D": FINISH GRADING (BLDG. UTIL., BLDG. CONST., LANDSCAPING) GENERAL REQUIREMENTS: 1. ALL INACTIVE AREAS SHOULD HAVE BEEN STABILIZED BY THIS STAGE. IF PREVIOUSLY COVERED, THE ACTUAL BUILDING PADS MAY NOW NEED TO BE STRIPPED, SCARIFIED, AND RECOMPACTED FOR BUILDING PAD COMPACTION AND ELEVATION CERTIFICATIONS. DUST WOULD BE KEPT DOWN BY WATERING, USUALLY BY TEMPORARY SPRINKLERS. 2. TRENCHING FOR BUILDING UTILITIES, DRYWELL CONSTRUCTION, POOLS, AND TENNIS COURT CONSTRUCTION FORM THE BULK OF EARTHWORK AFTER THE PADS HAVE BEEN CERTIFIED. TEMPORARY SPRINKLERS MAY STILL BE USED ON THE BUILDING SITE FOR DUST CONTROL PRIOR TO THE BEGINNING OF FRAMING. TREATMENT WITH A BIODEGRADABLE "OIL" APPROVED FOR DUST CONTROL IS RECOMMENDED WHERE IT IS DIFFICULT TO WATER. 3. ESTABLISHING THE LANDSCAPE AND SPRINKLER SYSTEM AROUND THE PERIMETER OF LARGE PROJECTS SHOULD BE DONE AT THIS STAGE. PLANTINGS AROUND THE PERIMETER SERVE AS A WIND BUFFER AND COLLECTION SYSTEM FOR DUST AND SAND. IT IS GOOD TO HAVE DUST AND SAND WELL UNDER CONTROL PRIOR TO THE BUILDING PHASE FOR THE SAKE OF CERTAIN GLUING AND PAINTING PROCESSES THAT CAN BE RUINED BY BLOWSAND OR DUST. 4. DISTURBED AREAS AROUND BUILDINGS SHOULD BE WATERED BY HAND FOR DUST CONTROL UNTIL SUCH TIME THAT THE SPRINKLER SYSTEM IS FULLY FUNCTIONAL AND GROUND COVER AND/OR LANDSCAPING IS ESTABLISHED. IF WATERING IS DIFFICULT DUE TO BUILDING INTERFERENCE, CHEMICAL OR MULCH TREATMENTS ARE AVAILABLE THAT CAN STABILIZE THE SOIL WITHOUT FREQUENT WATERING. 5. CONSTRUCTION DUST SUCH AS FROM CEMENT, PLASTER, PAINT OVERSPRAY, WOOD CUTTING, GRINDING OPERATIONS, ETC., SHOULD BE MINIMIZED ALSO. A PERIMETER BARRIER OF SPRINKLERS AND PLANTINGS CAN SERVE TO CATCH SOME OF THIS POTENTIALLY HAZARDOUS MATERIAL AS WELL AS NATURAL DUST AND BLOWSAND. CONCENTRATIONS OF CONSTRUCTION DUSTS CAN RESULT FROM WASHING OF EQUIPMENT AND SHOULD BE PROPERLY DISPOSED OF BEFORE THEY CAN DRY OUT AND BLOW OR BE WASHED ACROSS PROJECT BOUNDARIES. 6. NOTE THAT SWALES SHOULD BE INSPECTED BY CITY PRIOR TO SETTING OF PERMANENT GROUND COVER OR OTHER PLANTS. SITE SPECIFIC DETAILS: (PLEASE DESCRIBE ANY SPECIFIC OR ADDITIONAL CONTROL MEASURE PROPOSED.) 1. BUILDING PAD WATERING: (BY HAND WATERING AS NECESSARY AROUND BUILDING SITE) Sprinkler System 2. FORMWORK AND TRENCH WATERING: (BY HAND WATERING AS NECESSARY) Sprinkler System 3. PERIMETER LANDSCAPE SCHEDULE: (AS SOON AS POSSIBLE) Upon Completion of grading operation 4. OTHER: ABATEMENT OF DUST MITIGATION FAILURE AN IRREVOCABLE LICENSE IS HEREBY GRANTED OR CAUSED TO BE GRANTED TO PERMIT THE CITY OR THEIR DESIGNEE TO ENTER UPON THE SITE UNDER THE FOLLOWING CIRCUMSTANCES: A. IN THE EVENT THAT WIND SPEEDS IN EXCESS OF 25 M.P.H. ARE FORECAST TO OCCUR BY THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (S.C.A.Q.M.D.) FOR A PARTICULAR DAY; B. IN THE EVENT OF AN ON-SITE ANEMOMETER THAT CONFORMS TO ALL S.C.A.Q.M.D. STANDARDS REGISTERING 2 WIND GUSTS IN EXCESS OF 25 M.P.H. WITHIN A CONSECUTIVE 30 MINUTE PERIOD; OR C. IN THE EVENT FUGITIVE DUST EMISSIONS ARE VISIBLE FOR A DISTANCE OF 50 FEET FROM ANY BOUNDARY LINE; OR D. THE CITY IS UNABLE, BY TELEPHONE, TO ESTABLISH A PERSONAL CONTACT WITH THE "AUTHORIZED DUST CONTROLLER" AFTER A 60 MINUTE CONSECUTIVE PERIOD WHICH SHALL START WITH THE FIRST TELEPHONE CALL, WHETHER ANSWERED OR NOT; THEN THE CITY WILL UNDERTAKE TO INITIATE ONE OR ALL OF THE BELOW LISTED ACTIONS: 1. THE CITY WILL CAUSE THE CESSATION OF ANY ON-SITE ACTIVITY, INCLUDING BUT NOT LIMITED TO EARTH MOVING, CONSTRUCTION, DEMOLITION OR VEHICULAR MOVEMENT AND MANEUVERING. ANY WATER TRUCKS OR VEHICLES SERVICING SPRINKLERS WOULD CONTINUE. 2. IN THE EVENT THAT AN ON -SITZ:= IRRIGATION SYSTEM IS NOT INSTALLED AND/OR OPERATIONAL, THE CITY WILL CAUSE THE SITE TO ESE WATERED OR TREATED WITH DUST CONTROL CHEMICALS. THE DUST CONTROL SECURITY WILL BE UTILIZED FIRST TO COVER ANY COSTS INCURRED. IF COSTS EXCEED ANY DUST CONTROL SECURITY REMAINING, ADDITIONAL COSTS MAY BE ASSESSED AGAINST THE OWNER OF THE PROJECT. 3. IN THE EVENT AN ON-SITE IRRICA TION SYSTEM IS INSTALLED, BUT ITS CONTROL CLOCK HAS NOT TURNED THE SYSTEM ON WHEN NEEDED, THE CITY MAY TAKE ALL NECESSARY STEPS TO TURN ON THE SYSTEM. IF IT IS INACCESSIBLE BEHIND LOCKED GATES OR LOCKED CONTROL BOXES, AND THE CITY CAN NOT FIND THE APPROPRIATE KEYS, THE CITY MAY CUT OR BREAK LOCKS AS NECESSARY. E. IF, IN THE OPINION OF THE CITY ENGINEER OR HIS DESIGNEE, THE INTENSITY, FREQUENCY OR DURATION OF FUGITIVE DUST EMIS :;i _ NS FROM THE SITE CONSTITUTES A HAZARD TO THE SAFETY OF THE PUBLIC, BY INTRUSION BEYOND -HE PROJECT BOUNDARY, THE CITY ENGINEER OR HIS DESIGNEE OR AGENT MAY IMMEDIATELY ENTER UPON THE SITE OR IMMEDIATELY TAKE OTHER SUCH ACTION AS MAY BE NECESSARY TO REMEDY THE HAZARD, SUCH AS, BUT NOT LIMITED TO COMMENCING WATERING ON THE SITE OR ORDERING THE CESSATION OF ANY EMISSION -GENERATING ACTIVITY OCCURRING ON-SITE. F. ANY OF THE ABOVE ACTIONS MAY BE CONSTRUED AS AN ABATEMENT FOR WHICH THE CITY WILL "BACK CHARGE" THE GENERAL CONTRACTOR, DEVELOPER, AND/OR THE OWNER AS THE CITY SHALL DEEM APPROPRIATE. APPLICATION CONSENT APPLICATION FOR APPROVAL OF A LOCAL AIR QUALITY MANAGEMENT (L.A.Q.M.P.) PLAN IS HEREBY MADE TO THE CITY ENGINEER OR HIS DESIGNEE, AS PART OF A GRADING PERMIT APPLICATION, SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH HEREIN: 1. EACH PERSON UPON WHOSE BEHALF THIS APPLICATION IS MADE AND EACH PERSON AT WHOSE REQUEST AND FOR WHOSE BENEFIT WORK IS PERFORMED UNDER AND PURSUANT TO ANY PERMIT ISSUED AS A RESULT OF THIS APPLICATION AGREES TO, AND SHALL INDEMNIFY AND HOLD HARMLESS THE CITY OF RANCHO MIRAGE, ITS OFFICERS, AGENTS AND EMPLOYEES. 2. ANY PERMIT ISSUED AS A RESULT OF THIS APPLICATION BECOMES NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 90 DAYS FROM THE DATE OF ISSUANCE OF SUCH PERMIT. 3. THE APPLICANT, OWNER, CONTRACTORS), SUBCONTRACTOR(S) OR OTHER AGENTS, HEIRS OR ASSIGNEES SHALL CONFORM TO THE ATTACHED DUST CONTROL PLAN AS APPROVED BY THE CITY. SAID PLAN INCLUDES NOTES AND/OR DRAWINGS OF TEMPORARY OR PERMANENT CONTROL METHODS OR DEVICES PROPOSED TO BE USED. THIS L.A.Q.M.P. SHALL BE CONSIDERED AN ADDENDUM TO, AND A NECESSARY PART OF, ANY GRADING, STOCKPILE, IMPROVEMENT, OR DEMOLITION PLAN OTHERWISE REQUIRED FOR CITY PERMITS. 4. BY AGREEING TO CONFORM TO THIS PLAN AS APPROVED BY THE CITY, THE OWNER AND DESIGNATED "AUTHORIZED DUST CONTROLLER" DO ALSO AGREE TO ABIDE BY THE PROVISIONS OF THE ABATEMENT PROCEDURES AS SHOWN ABOVE. OWNER'S CERTIFICATION: I CERTIFY THAT I HAVE READ THIS APPLICATION AND UNDERSTAND THAT I AM RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE DUST CONTROL PROVISIONS NOTED OR REFERENCED HERE. I UNDERSTAND THAT THE DUST CONTROL SECURITY THAT I'VE POSTED WITH THE CITY MAY BE USED BY THE CITY, PLUS ADDITIONAL CHARGES IF NEEDED, IF I FAIL TO KEEP THE DUST UNDER CONTROL. I UNDERSTAND THAT DUST CONTROL IS REQUIRED 24 HOURS A DAY, 7 DAYS A WEEK, FROM THE TIME THAT THIS SITE IS DISTURBED IN ANY WAY FROM THE NATURAL VEGETATED CONDITION, AND MUST CONTINUE UNTIL THE TIME THAT THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED OR PAVED. RESPONSIBILITY FOR THE DUST CONTROL ON THIS SITE CAN NOT BE TRANSFERRED SOLELY BY TRANSFERRING ALL OR A PORTION OF THIS PROPERTY TO OTHER PEOPLE, A REPLACEMENT LA.Q.M.P. AND DUST CONTROL SECURITY MUST BE SUBMITTED FOR ANY TRANSFERRED PORTION. I HEREBY AUTHORIZE THE PERSON LISTED BELOW AS "AUTHORIZED DUST CONTROLLER" TO BE MY REPRESENTATIVE AND CONTACT PERSON FOR ALL DUST COMPLAINTS INVOLVING THIS PROJECT. I CERTIFY THAT I HAVE READ THIS APPLICATION AND THAT THE INFORMATION CONTAINED HEREIN IS TRUE AND CORRECT. I AGREE TO COMPLY WITH CITY ORDINANCE (MUNI. CODE SEC. 95.131A) AND ALL LAWS RELATING TO GRADING OPERATIONS. I AUTHORIZE REPRESENTATIVES OF THE CITY OF INDIO TO ENTER UPON THE ABOVE-MENTIONED PROPERTY FOR INSPECTION AND/OR ABATEMENT PURPOSES, AND I AGREE TO HOLD HARMLESS THE CITY AND ITS REPRESENTATIVES FROM LIABILITY FOR ANY ACTIONS RELATED TO THIS PERMIT. OWNER'S NAME (S) Mr & Mrs McCarthy OWNER'S ADDRESS 48-454 Vista Palamino Dr. La Quinta Ca. OWNER'S SIGNATURE(S) DATE 03/04/04 AUTHORIZED DUST CONTROLLER CERTIFICATION: I CERTIFY THAT I HAVE READ THIS APPLICATION AND UNDERSTAND THAT I AM RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE DUST CONTROL PROVISIONS NOTED OR REFERENCED HERE. AS THE "AUTHORIZED DUST CONTROLLER" FOR THIS PROJECT 1 WILL HAVE MY PHONE NUMBER ON THE REQUIRED SITE SIGNS, AND WILL RESPOND TO DUST COMPLAINTS WITHIN THE 1 HOUR LIMIT. I UNDERSTAND THAT DUST CONTROL IS REQUIRED 24 HOURS A DAY, 7 DAYS A WEEK, FROM THE TIME THAT THIS SITE IS DISTURBED IN ANY WAY FROM THE NATURAL VEGETATED CONDITION, AND MUST CONTINUE UNTIL THE TIME THAT THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED OR PAVED. DUST CONTROLLER NAME (PRINT) DUST CONTROLLER ADDRESS DUST CONTROLLER SIGNATURE CONTACT PHONE NUMBERS (24 H R) DATE SHOW THE ROADS WHICH WILL BE USED FOR IMPORT OR EXPORT OF DIRT FOR THE PROJECT. IF THE PLANS INDICATE A DIRT BALANCE AND THUS NO HAUL ROUTE IS REQUIRED, OWNER INITIAL HERE VICINITY MAP / HAUL ROUTE PROJECT SITE t )F:PA 3 Ir.'Ph F: Pt 5 +P.PA y •0..p: NOT TO SCALE IT ! .r �;�o ••.•' , .:o " �L4 GUTNTA Xw .,: - , E;r _ -'�� STti 'i�r,TEC 5; COURse I, > 3,.'■ I ,p :r;'. a '�� ` - - ` • L,:, � •��?91 ;HF � ! „n•.,1F 111111 �i � :�5�^ ..,{I: %.�.. � '� ..c t Y`.sf.,'' �4. .y w! r.. �T£� 0$. _• ��±f' - 'i" vp!.r,l�y�, `�� •`' tib:;• � ��: - c,>-< % 'n. 1.�:---,: i a J G„ cars o?': :�� *I-• �, '; ':� 7 50 - - CL4'1R':I F- u. , r Plini�i i%;Z. !:F.1 e� gTa CX9 1 , ., ,.,� ❑ �i _ _-�s9 i fA TE: c.:..,._:_ i [EEK a cr I `.j =•!i. ..._ v _ ' � �:i1:F _ 4 -�• }b JL4 - -.. :':.,. �; '� >.�:: ^.. _ ; N.1'ATf •' rl'F /tyENUt i � r's�'t`'• {LU&"�lSE. `'�;, .o �' t15 � II 9 g L. 4:: `I' '''.-. ,'r4.r . � F- SVENIM. UL�iIH04 -,' i c , •.. L4 WINTA t COURSE ' w ..^': ai:A �;� _ ,•i •. ,• ,,.,.. ra •; Lk p1Ik7 4 1 I w ` _� > $ ;� 'h`9'1_C' o_1.uCy _ •, .__ _-? a CTTAUS: •.: -Alm .. COURSE r , •,r=.�,�. _ '--• - :ni":,^ a _. f/^ L: F_ I_A.,ji.''-,I I 0, :,IM.Ei'F!•!. Ek ! ;.:4'. J:-1,•:Ir.: wYnai r -n .: ., ,,. �I 8i::,1i;; >'.d ADD A DRAWING HERE FOR SPECIAL DUST CONTROL ITEMS NOT TYPICALLY SHOWN ON GRADING PLANS, SUCH AS: TRUCK WHEEL WASH AREAS, EMPLOYEE PARKING AREAS, WATER TOWER LOCATIONS, HAUL ROAD DETAILS, SPEED SIGN LOCATION, SAND FENCE LOCATIONS, PERIMETER SPRINKLER LOCATIONS, STAGING AREAS, BORROW PITS, ETC. IF ALL REQUIRED FEATURES ARE ALREADY SHOWN ON THE GRADING PLAN WHICH IS ATTACHED, OWNER INITIAL HERE REFERENCE MAP / GRADING PLAN FEATURES SCALE _ 4' 042004 CITY OF LA QUINTA 48-454 Vista Palamino.lbk sm DUST Sipovac Const. Inc. ONTRo Bob Sipovac GRADING PERMIT No. PROJECT NAME TRACT No. Sipovac Const. Inc. 61 AUTHORIZED DUST CONTROLLER TELEPHONE No. IF YOU SEE DUST COMING FROM THIS PROJECT CALL 760- - IF YOU DO NOT GET A RESPONSE WITHIN ONE HOUR, PLEASE CALL PUBLIC WORKS AT 760 - 777 - 7000 AND REPORT THE GRADING PERMIT No. AND PH. No. ABOVE OR CALL AO.M.D. AT 1 - 600 - CUT - SMOG PM 10 SIGN NOT TO SCALE NOTE: ATTACH THIS SHEET AS THE LAST SHEET OF ROUGH GRADING PLANS,PRECISE GRADING PLANS, AND BUILDING PLANS PREPARED BY: SIGNATURE (PRINT NAME ADDRESS, PH. CITY OF LA QUINTA LOCAL AIR QUALITY MANAGEMENT PLAN PM 1PUST MITIGATION PROJECT NAME McCarthy Residence SITE ADDRESS 48-454 Vista Palamino Dr. A.P.N. 649-540-035 04/12/04 DATE SHEET 2 OF 2 GRADING PERMIT # SIPOVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS I Engineering: Mechanical: Electrical: CIVIL: GENERAL CONTRACTOR: I G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE * 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 0 I I 1 MARK DATE DESCRIPTION PROJECT NO: 042004 CAD FILE NAME: 48-454 Vista Palamino.lbk DESIGNED BY: Sipovac Const. Inc. DRAWN BY: Bob Sipovac CHECKED BY: Sipovac Const. Inc. COPYRIGHT: Sipovac Const. Inc. SHEET TITLE I PM -10 SCALE G-102 LiEhting General Notes: a. All exterior lighting shall be approved by Architectural Committee prior to installation b. No modifications to streetscape lighting will be allowed. c. Newly installed landscape lighting shall be powered and switched by individual house meter, not the common area meter. d. Installation of lighting shall conform with Uniform Building Codes (UBC) and any local codes and ordinances. e. All landscape lighting installed in view of the common areas, golf course, or adjacent properties must be shielded to prevent glare. f.. Use of low voltage, and or low wattage fixtures is encouraged to conserve electricity. g. No colored lenses will be permitted when viewed from common area, golf course, or adjacent properties. h. Light fixtures shall be of a high quality and compatible with existing project fixtures when viewed from the common areas. i. Post light fixtures are not permitted when viewed from the common area, golf course, and adjacent properties. j. Walk lights are permitted in patios. All walk lights must be pointed down and shielded, if necessary. k. All fixtures shall use a rocket perma post (or equal) or a below grade UL approved junction box. No fixture shall exceed 18" in overall height I. Exposed bulbs and malibu-type lighting will not be permitted. m. A licensed electrician shall be retained to pull the permit and perform all electrical work n. The Architectural Committee recommends field testing of all fixture locations at night, prior to final installation, if possible. LIGHTING LEGEND SYM FIXTURE COMMENTS BIO. NAME COMMON NAME palm tree bullet type up -light w/ QUANTITY spj lighting inc. spj-14-02 natural copper finish Washington Robusta spj lighting inc. spj-15-06 up -light for tree canopy/ flood light w/ finish 4 _ 9'T natural copper Schinus Molle spj lighting inc. spj10-01 18w walk light direct toward path/drive w/ 4�� incandesent lamp natural copper finish Cycas Revoluta vo rans ormer by bus in inc. model # mtp-300-tp 300 watt w. stainless steel enclosure 10" wide x 12" height 4 -built in photo cell x 6" deep Phoenix Roebelleni Pigmy Date Palm 24" BOX 2 L -n -TRUNK . BB '� BB PLANT PALETTE TREES /, L SYMBOL BIO. NAME COMMON NAME SIZE QUANTITY REM -a Washington Robusta Mexican Fan Palm 24" BOX 4 _ 9'T SM Schinus Molle California Pepper 24" BOX 4�� Cycas Revoluta Sago Palm 24 BOX 4 i v Phoenix Roebelleni Pigmy Date Palm 24" BOX 2 L -n -TRUNK . Hybrid Bermuda Old Line Tif/dwarf SHRUBS SYMBOL 1 -,L_ BIO.LN Bougainvillea I BB Larissa G andfloa CC � Asparagu$,Denis5 I DD Buxus Mi rc ophylla I � I I I I _ AA / AA1- T � T T T T T T T CC T T T T T T T T T T :: NE \% Q,- DD \% y DD DD GROUND COVER I i i SYMBOL BIO. NAME COMMON NAME SIZE � T Q TY REMARKS Q- -11 - , T T N/A Palm Springs Gold r i v . Hybrid Bermuda Old Line Tif/dwarf T, O r r N/A Annual Color flatsr. I 4 10" Q C. v -T- Zoysia tenuifolia Zoysia Korean Grass 1 a -r T X10 12"--O:C. / AA1- T � T T T T T T T CC T T T T T T T T T T :: NE \% Q,- DD \% y DD DD T T 'f` cc U �/ Q T T r - T T I I II I� C u u -I- Q i r SPA S I POVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 MARK I DATE I DESCRIPTION I ISBNI - PROJECT NO: 042004 FIFO, •• • t� • •• • W2_0 • • •. oma. ,� CAD • • DESIGNED BY: Sipovac Const. Inc. IMAP I DRAWN BY: Bob Sipovac •'YRIGHT: Sipovac Const. ►><c���\�I�,tii�♦ ♦ ♦ ♦�♦�♦��♦�♦�♦�♦rte-.,• ♦ ♦ ♦ ♦ ♦���,���tt_♦�♦ ♦ ♦ • SHEET TITLE .. Planting & Lighting Plan SCALE G-103 I Q- -11 v Q T T 'f` cc U �/ Q T T r - T T I I II I� C u u -I- Q i r SPA S I POVAC CONSTRUCTION INC. A Design/Build Co. License# 581636 72651 Theodora Ln. Palm Desert ca. 92260 (760) 567-2347 (760) 779-9525 Fax CONSULTANTS Engineering: Mechanical: Electrical: Civil: GENERAL CONTRACTOR: G.L. SCRIVENS CONSTRUCTION INC. 61400 YUCCA RD. MOUNTAIN CENTER CA. 92561 760-349-3327 LICENSE # 521353 McCarthy Addition 48-454 Vista Palamino La Quinta Ca. 92253 760-777-6430 MARK I DATE I DESCRIPTION I ISBNI - PROJECT NO: 042004 FIFO, •• • t� • •• • W2_0 • • •. oma. ,� CAD • • DESIGNED BY: Sipovac Const. Inc. IMAP I DRAWN BY: Bob Sipovac •'YRIGHT: Sipovac Const. ►><c���\�I�,tii�♦ ♦ ♦ ♦�♦�♦��♦�♦�♦�♦rte-.,• ♦ ♦ ♦ ♦ ♦���,���tt_♦�♦ ♦ ♦ • SHEET TITLE .. Planting & Lighting Plan SCALE G-103