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08-1267 (AR)P.O. BOX 1504 4 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 08-00001267 Owner: Property Address: 81923 ELYNOR CT JIM & JAN LHOTKA APN: 764-040-027- - - 81-923 ELYNOR COURT Application description: ADDITION - RESIDENTIAL LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 13272 Contractor: Applicant: Architect or Engineer: FPD SERVICES INC LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury t am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busi ss nd Professionals Code, and my License is in full force and effect. License C ass: B -C'- License No.: 820132 ate: I ntractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that "am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law'(Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT 43653 PARKWAY ESPLANADE LA QUINTA, CA 92253 (760)772-1111 Lic. No.: 820132 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/09/08 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _%,I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier DLOS INS Policy Number 01DKRM12000631 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith coommlpll�.yrw)iith those provisions. te: IicanC 7 YI(� T WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Buildtng and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City •of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that thea ove information is correct. I agree to comply with all city and county ordinances and state laws'relating to buil ng onstruction, and hereby authorize representatives oftth/!,.county to enter upon the above-mentioned prop y for inspection purposes. te: .nature (Applicant or Agent): Application Number . . . . . 08-00001267 ------ Structure Information 155SF CABANA W/365SF PATIO - VB/R3 ACCES----- Other struct info . . . . . CODE EDITION 2007CODES FLOOD ZONE NO GARAGE SQ FTG 365.00 PATIO SQ FTG 155.00 ---------------------------------------------------------------------------- Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 153.00 Plan Check Fee 99.45 Issue Date . . . . Valuation . . . . 13272 Expiration Date 4/07/09 Qty Unit Charge Per Extension BASE FEE 45.00 12.00 9.0000 THOU BLDG 2,001-25,000 108.00 ---------------------------------------------------------------------------- Permit . . . . . . ELECT - ADD/ALT/REM Additional desc . . Permit Fee . . . . 25.40 Plan Check Fee 6.35 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/07/09 Qty Unit Charge Per Extension BASE FEE 15.00 520.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 10.40 -------------------------------------------------=-----------------=-------- Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . • 21.50 Plan Check Fee 5.38 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/07/09 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 6.5000 EA MECH VENT FAN 6.50 ---------------------------------------------------------------------------- Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 57.00 Issue Date . . . . Expiration Date 4/07/09 Qty Unit Charge Per LQPERMIT Plan Check Fee . . 14.25 Valuation . . . . 0 Extension Application Number . . . . . 08-00001267 Permit . . . . . . PLUMBING Qty Unit Charge Per Extension BASE FEE 15.00 5.00 6.0000 EA PLB FIXTURE 30.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 3.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 9.00 ---------------------------------------------------------------------------- Special Notes and Comments 155SF POOL CABANA WITH 365SF PATIO COVER - VB/RES-3 ACCESSORY [ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCKWALLS, POOL AND SPA OR OUTDOOR FIREPITS/FIREPLACES. 2007 CALIFORNIA BUILDING CODES. October 7, 2008 3:14:26 PM AORTEGA ----------- ----------------------------------------------------------------- Other Fees . . . . . . . . . ENERGY REVIEW FEE 9.95 STRONG MOTION (SMI) - RES 1.32 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 256.90 .00 .00 256.90 Plan Check Total 125.43 .00 .00 125.43 Other Fee Total 11.27 .00 .00 11.27 Grand Total 393.60 .00 .00 393.60 L LQPERMIT Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK N: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: jT_lie Palm Date: 9/19/08 Owner's Name: Jim & Jan Lhotka Phone No. Project Address: 81-923 Elynor Court, LaQuinta, CA 92253 Project Description: Cabana Addition w/ Patio Cover APN: 764-040-027 Tract #: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 155 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is au ed to sign on be of owner/developer. Dated: 9/19/08 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code Project 65995 Approval 155 sq. ft. $ 0.00 $ 0.00 Building Permit Application Completed: Yes/No Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Note: Pursuant to A11-181, any room additions of 500 square feet or less on existing dwelling units are exempt from - om----, developer fees. !Pursuant to AB -181, any mobile home being re ocated or replaced within our school district is exem tf--- from developer— fees.- By: Carey M. Carlson, Asst. Supt., Support Services Certificate issued by: Laurie Howard, Secretary III Signature:c.,�s>✓ �� NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. MV:c/mydoes/devlees/certificate ofcompliance form tablesl'O US[.doc 1/16/03 T Village at The Palms Homeowners Association July 23, 2008 Janis Lhotka C/o Action Property Management - Attn: Nicole 29 B Technology Dr. #100 Irvine, CA 92618 Re: ARC Application — 81-923 Elynor Ct. Dear Janis Lhotka. The Architectural Committee is in receipt of your application you submitted for a pool, spa, and cabana as noted 1. Please provide copies of the permits and final inspection issued from the City of La Quinta. The Committee appreciates your cooperation in complying with our Rules and Regulations, which are in place for all members.. Notwithstanding this agreement, you must comply with all requirements of the CC&R's and all Architectural Rules and Guidelines, unless specifically waived in writing by the Architectural Control Committee. The Village at the Palms Homeowners Association and Architectural Control Committee acknowledge that any and all agreed changes to the original design that may be a condition of this approval will. be at the homeowner's expense. The correction of any damage caused by this agreed construction will also be at the homeowner's expense. It is the homeowner's responsibility to obtain any permits, which may be required. Additionally, the Board of Directors encourages that you use a licensed and insured contractor. This approval does not release the homeowner from meeting any county, state or federal requirements such as building permits, workmen's compensation, or other waivers or permits. Please feel free to proceed with the improvements as agreed. We ask that you 511 out the Notice of Completion and contact the Committee upon completion so that the Committee can inspect and see that all work is as agreed before the final sign -off. Again, we appreciate your cooperation. These procedures allow us to maintain our properties in a manner to the benefit of you as the homeowner and of the community as a whole. Sincerely, Board of Directors ACC Control Committee Monarch Management - `:' _ .42=600 Caroline Court Suite 101 Palm Desert, CA 92211 Q� _ r4r * -4- - i14.,W a.m. to 5:30 p.m. '.r e• ' '' ,.r. ;.w) a.m. to 5:00p m. St;; Aone Got :.:+t Code Holidays: None 1". Ay ; Al - September 30th Monday - Friday: 6:00 a.m. to 7:00 wa S aturday: 8:00 a.m. to 5:0 AMC tG� S d None "='M"4 = LHOTKA CABANA, POOL AND SPA e.n ay.- _-IT---_U----0----I-----U----O----IT---_U----D-----TT- -u---- Government Code Holidays:' Tole Construction is NOT PERMITTED on the following Code Holidays: New Year's Day Dr. Martin Luther I iingJr. Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Christmas Day A RE -INSPECTION FEE OF $30 WILL BE CHARGED IF THE APPROVED PLANS AND J B CARD ARE NOT 0 it ort THE SITE INSPECTION. NO MVnONSI Q, - [ °AN ADEQUATELY SIZED DEBRIS CONTAINER IS REQUIRED ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER CONTRACTOR.° t �� 81923 Elynor C t. Z O N VICINITY MAP i1b r OF THEOWNER/ BIDDING NOTE ALL CONTRACTORS AND oR SUB -CONTRACTORS BIDDING JOB ARE TO nF1D VEW ALL REN M CALL OUTS AND/OR SPECS. ANY AND ALL CONSTRUCTION/NATERIALS WILL BE OKb BY OWNER. OMGN INTERFACE IS NOT RESPONSIBLE FOR ANY DISCREPENCIES IN PLANS WITH DaSTMG HOUSE OWNERS NEED TO REVIEW ALL PLANS WITH CONTRACTOR AND/OR SUB -CONTRACTORS PRIOR TO BEGMMO CONSTRUCTION. PROPERTY OWNERS Jim and Jan Lhotka STREET ADDRESS 81923 Elynor Ct. La Quinta, CA 92253 _ p LEGAL DESCRIPTION APN 764-040-027 Lot 5, Tract 29317 CONSTRUCTION NOTES t. All construction shall comply with the 2007 California Building Code (2006 IBC), the 2007 California Mechanical Code (2006 UMC), the 2007 California Plumbing Code (2006 UPC), the 2007 California Electrical Code (2006 NEC), the California Energy Code, the 2007 California Building Standards Administrative Code, and the 2007 California Fire Code. 2. All 'or equal' substitutions must be submitted to, and approved by the building official prior to installation of the item. 3 Provide addressing per CBC 4. Provide smoke detectors per CBC 5. This project shall comply with Conventional Construction. 0 -riffs i>:44+'r paoi� I T 0JUVoG: Bt,004 tMu-s,, pw. 4 SPT/ avow rl"wf. OIL ENVIRONMENTAL Seismic design category: D Basic wind speed: 85 mpg (3 sec, gust) Exposure: C Climate zone: 15 61110IM: 111111U11:11 New Cabana: Under Roof: Existing Residence: Total new flatwork: Total Lot Area: BUILDING DATA OCCUPANCY: TYPE OF CONSTRUCTION: SPRINKLERED STORIES REQUIRED EXITS 155 sq. ft. 520 sq. ft 3710 sq. ft 1496 sq. ft. 20451 sq. ft. R3 VB NO 1 VN NEW DETACHED POOL CABANA IN REAR YARD OF EXISTING RESIDENCE NON -HABITABLE SPACE, PURPOSE OF USE: POOL BATH AND CHANGING AREA ONLY (0.75%) (2.54%) (18.1%) (7.32%) (100%) �a+ Z a `n u R 5 :L>> U. i2a.g o arc 1i 06 Cr. CL INDEX u a T.1 TITLE SHEET T.2 GENERAL NOTES A.01 SITE PLAN A.02 CABANA FOUNDATION PLAN & DETAILS A.03 CABANA FLOOR PLAN A.04 CABANA ROOF PLAN &NOTES A.04d CABANA ROOF PLAN DETAILS A.05 CABANA ELEVATIONS O A.06 CABANA SECTIONS �0 �oo� A.07 FRAMING DETAILS & NOTES ® A.08 -FLATWORK PLAN A.09 COURTYARD FLATWORK Q ��Q 1 E.01 CABANA ELECTRICAL PLAN C OP.01 CABANA PLUMBING PLAN TITLE SHEET 16- W IntipIn�r-o M CIL X to d L? Co N VJ V 'O Jw�o a- p�N�� Ci CW LLJ � � � cc 0 0a U C) 00 U., W F-^ V YU �� W do) U * O LI FOE Lu J WZLU �p0 z mcg Lu O 'c � _J _ co �CU NaNJ Y EU CD 0 � as SCALE:/8rr_ 1'-0" U Lu DATE: W ce) SHEET T. 1, I N 0 W° LL a' C0 16- W IntipIn�r-o i d L? Co N 0 ��21 � U 11 Z �� 5 v z g o Z Z Z ma w UJ C � as SCALE:/8rr_ 1'-0" DATE: 07-21-08 SHEET T. 1, I OF 14 CONSTRUCTION NOTES THE CONTRACTOR SHALL RESOLVE ALL REPORTED DEFICIENCIES ITN THE DESIGNER PRIOR TO AWARDING ANY SUBCONTRACTS OR STARTING ANY WORK ICOM THE CONTRACTOR'S OWN EMPLOYEES. F ANY OE- GENERAL CONSTRUCTION: 1. All construction shall comply with the 2007 California Building Code 1. LATHING, PLASTERING AND GYPSUM BOARD SHALL BE DONE IN A (2006 IBC), the 2007 California Mechanical Code (2006 UMC), the m MANNER AND WITH THE MATERIALS SPECIFIED IN CBC CHAPTER 25. 2007 California Plumbing Code (2006 UPC), the 2007 California W O ti o OQ . n Electrical Code (2006 NEC), the California Energy Code, the 2007 2. PROVIDE 2 LAYERS GRADE'D' OVER WOOD SHEATHING AT EXTERIOR WALLS. (CBC 2510.6) California Building Standards Administrative Code, and the 2007 1 NEITHER THE PROFEs9ON& ACTIVITIES OF THE DESIGNER NOR THE PRESENCE OF T11E DESIGNER OR California Fire Code. SHALL BE TYPE I COPPER INSTALLED WITHOUT JOINTS. PIPING Y00 N Z 2. Ali 'or equal' substitutions must be submitted to, and approved by the � V 01:0 FOUNDATION NOTES: building Official prior to installation of the item. 1. WATER FOR MIXING SHALL BE FREE FROM MATERIALS THAT MAY SOLDERED WITH LEAD-FREE SOLDER. E.'1 BE DELETERIOUS TO CONCRETE OR REINFORCING STEEL. 3 Provide addressing per CBC W Cl)Lk O DOCUMENTS end ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIM THE OESIGHER and HIS PERSONNEL HAVE NO AUTHORITY TO EXORCISE ANY CONTROL OVER ANY CONSIRUC- 2. FLAT CONCRETE SHALL BE WET AND SEALED WITH 4. Provide smoke detectors per CBC ON TCONTRACTOR OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WONT OR ANY HEALTH OR SAFETY POLYETHYLENE FILM OR OTHER APPROVED CURING METHOD INSTALLED WITHOUT JOINTS. ♦ 7 �./ (EXCEPT COLORED CONCRETE AREAS). BIDDING NOTE 3. PROVIDE 7BLOW-OUT W/ BULLNOSE EDGE @ DOOR ALL CONTRACTORS AND/OR SUB -CONTRACTORS BIDDING JOB ARE v/ OPENINGS. TO FIELD VERFIY ALL MEASUREMENTS, CALL OUTS AND/OR SPECS. THE GENERA. OOI TRACIp THE CUENT ALSO AGREES THAT THE CLIENT. DESIGNER and THE OESIONER'S 3. PROVIDE SHUT-OFF VALVE @ BUILDING ENTRANCE. VERIFY 4, FINISH FLOOR SHALL BE A MINIMUM OF 8" ABOVE ADJACENT ANY AND ALL CONSTRUCTION/MATERIALS WILL BE OWD BY OWNER. LOCATION OF UNDERGROUND HAZARDS PRIOR TO FINISHED GRADE. DESIGN INTERFACE IS NOT RESPONSIBLE FOR ANY OISCREPENCIES IN PLANS WITH EXISTING HOUSE. 5. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION 4. IN THE EVENT THE OWNER CONSENTS TO. ALLOWS, AUTHORIZED OR APPROVES OF CHANGES TO ANY PLANS. SHALL SLOPE AWAY FROM THE FOUNDATION AT 5% FOR A OWNERS NEED TO RENEW ALL PLANS WITH CONTRACTOR AND/OR DISTANCE OF 10 FEET (1803.3). SUB -CONTRACTORS PRIOR TO BEGINING CWRBTRUCTION. BY THE DESIGNER, THE OWNER FWDOO 12 S THAT SUCH OIANGS and THE RESULTS THEREOF ARE NOT THE 6. SUB -CONTRACTOR TO SCRUB OUT ALL STEM WALLS AFTER GENERAL NOTES RESPONSIBILITY OF THE DESIGNER. THEREFORE, THE OWNER AGREES TO RELEASE THE DESIGNER FROM PULLING FORMS, WHERE HONEY -COMBING OCCURS. 1. ALL WORK CALLED FOR IN THESE PLANS IS TO BE COMPLETED IN A CRAFTSMAN LIKE MANNER IN FULL 7. SUB -CONTRACTOR TO REMOVE ALL SPOILS PRIOR TO LEAVING ACCORD MTN THE ADOPTED CODES and ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING JOBSITE. ALL AREAS SHALL BE CLEANED, SWEPTH, AND LEVEL OWNER AOM TO THE FULLEST EXTENT PERMITTED BY LAW. TO DroEMFaFY OW HOLD THE DESONER HARM- 5. WITHIN ACCEPTABLE TOLERANCES. 2 THE CONTRACTOR ACKNOWLEDGES OW UNDERSTANDS THAT THE CONTRACT DOCUMENTS MAY RUM NT LESS FROM ANY DAMAGE. UA601TY OR COST (INCLUDING REASONABLE ATTmrtrs FEES and COSTS OF DkiiNSE) ARISING FROM SUCH 04MGM EXCEPT ONLY THOSE DAMAGE& UARLITES and DOSIS ARISING IMPERFECT DATA aW MAY CONTAIN ERRORS, OM ISSOK CONFLICTS, INCONSISTENCIES. CODE NO- LATIONS and IMPROPER USE OF MATERIALS SUCH DEFICIENCIES WILL BE CORRECTED WHEN IDENTIFIED. g, COORDINATE LOCATION OF PVC SLEEVES AND PIPING WITH THE CONTRACTOR AGREES TO CAREFULLY STUDY and COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS HIGH PLATFORM AS PROVIDED BY FRAMING CONTRACTOR. OWNER, GENERAL CONTRACTOR, AND OTHER TRADES PRIOR aW REPORT AT ONCE IN COSHING TO THE DESIGNER ANY DEFICIENCIES THE CONTRACTOR MAY DISCOVER. TO POUR. THE CONTRACTOR FURTHER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCIYEHTS and AT ONCE ANY DEFICIENCIES DISCOVERED. CS�anNd/Ott f000ROpATE 6. 1 THE CONTRACTOR SHALL RESOLVE ALL REPORTED DEFICIENCIES ITN THE DESIGNER PRIOR TO AWARDING ANY SUBCONTRACTS OR STARTING ANY WORK ICOM THE CONTRACTOR'S OWN EMPLOYEES. F ANY OE- X C PLUMBING NOTES: VJU 1O N FICENCES CANNOT BE RESOLVED BY THE CONTRACTOR WITHOUT ADDITIONAL TIME OR ADDITIONALEXPENSE. LU nr m OCONNM _ THE CONTRACTOR SMALL SO ENFORM THE DESIGNER IN WRITING. ANY WORK PERFORMED W O ti o OQ . n Q d }0►°CY) TO RECEIPT OF WRITTEN INSTRUCTIONS FROM THE 004ER WILL BE DONE AT THE OMTRACTCYS RISK. 1. DOMESTIC WATER PIPING INSIDE TEH BUILDING, BELOW GRADE 1 NEITHER THE PROFEs9ON& ACTIVITIES OF THE DESIGNER NOR THE PRESENCE OF T11E DESIGNER OR WZW 0 c SHALL BE TYPE I COPPER INSTALLED WITHOUT JOINTS. PIPING Y00 N Z HIS EMPLOYEES AT THE OO NMRUCMCN SITE. SMALL RELIEVE THE CONTRACTOR end ALL OTHER ENTITY OF � V 01:0 ABOVE GRADE SHALL BE TYPE M COPPER. JOINTS SHALL BE CL C14 THEIR OBUGATION% GUTIES. end RESPONSIBILITIES INCLUDING. BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES. OR PROCEDURES NECESSARY FOR PERlMING. SUPERINTENDING OR W W SOLDERED WITH LEAD-FREE SOLDER. E.'1 COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT W Cl)Lk O DOCUMENTS end ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIM THE OESIGHER and HIS PERSONNEL HAVE NO AUTHORITY TO EXORCISE ANY CONTROL OVER ANY CONSIRUC- 2. DOMESTIC WATER SERVICE PIPING SHALL BE TYPE I COPPER ON TCONTRACTOR OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WONT OR ANY HEALTH OR SAFETY m Q LU INSTALLED WITHOUT JOINTS. ♦ 7 �./ PRECAUTIONS THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB - 9 SITE SAFETY, and WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN ME CUENfS AGREEMENT WITH v/ THE GENERA. OOI TRACIp THE CUENT ALSO AGREES THAT THE CLIENT. DESIGNER and THE OESIONER'S 3. PROVIDE SHUT-OFF VALVE @ BUILDING ENTRANCE. VERIFY G CONSULTANTS SMALL BE /DERGIFIED and SHALL BE MADE ADDITIONAL INSUREDS UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY POLICY LOCATION OF UNDERGROUND HAZARDS PRIOR TO TRENCHING. 4. IN THE EVENT THE OWNER CONSENTS TO. ALLOWS, AUTHORIZED OR APPROVES OF CHANGES TO ANY PLANS. SPECIFICATIONS OR OTHER CONSTRUCTION DOCUMENTS. PLM MESE CHANGES ARE NOT APPROVED IN Witl1tlMO BY THE DESIGNER, THE OWNER FWDOO 12 S THAT SUCH OIANGS and THE RESULTS THEREOF ARE NOT THE 4. SANITARY PIPING SHALL BE ABS OR PVC. RESPONSIBILITY OF THE DESIGNER. THEREFORE, THE OWNER AGREES TO RELEASE THE DESIGNER FROM ANY LIABILITY ARISING FROM THE CONSTRUCTION. USE OR RENT OF SUCH CHANGES. IN ADDITION THE OWNER AOM TO THE FULLEST EXTENT PERMITTED BY LAW. TO DroEMFaFY OW HOLD THE DESONER HARM- 5. PROVIDE TEMPERATURE & PRESSURE RELIEF VALVE W/ DRAIN TO LESS FROM ANY DAMAGE. UA601TY OR COST (INCLUDING REASONABLE ATTmrtrs FEES and COSTS OF DkiiNSE) ARISING FROM SUCH 04MGM EXCEPT ONLY THOSE DAMAGE& UARLITES and DOSIS ARISING EXTERIOR @ WATER HEATERS. WATER HEATERS TO BE ON 18" FROM ME SOLE NEOUOENCE OR WILLFUL MISCONDUCT OF THE ARCHITECT. HIGH PLATFORM AS PROVIDED BY FRAMING CONTRACTOR. 5, THESETTEN AREOT BE OVEN OR ASSIGNED TO ANY TURD PARTY WITHOUT THEWRI CS�anNd/Ott f000ROpATE 6. PROVIDE HARD WATER PIPING & ANTI -SIPHON DEVICE @ HOSE G. CONTRACTOR TO a.W PROVIDE PROPER STUB -CUTS FOR LANDSCAPING. POOL. INTERIOR BIBBS. DESIGNER. EIC 7. PROVIDE RECESSED WATER BOX W/ SHUT-OFF VALVE @ ENERGY NOTES REFRIGERATOR & CLOTHES WASHER. B. PROVIDE COPPER WATER LINE TO REFRIGERATOR BOXES @ 1. ALL SHOWER TREADS, LAVATORY FAUCM aW SINK FAUCETS USED FOR OTHER THAN SAFETY REASONS. SHAT BE EQUIPPED WITH FLOW CONTROL DEMOS TO LIMIT TOTAL FLOW TO A MAXIMUM O' THREE KITCHEN &WET BAR AREAS AS REQUIRED. GALLONS PER MINUTE IN ADDITION. NO SHOVER HEAD. LAVATORY FAUCET OR SINK FAUCET USED FOR OTHER THAN SAFETY REASON% SMALL BE INSTALLED UNLESS SAMPLES HAVE BEEN TESTED IN ACCORDANCE WITH THE TEST PROCEDURES DESCRIBED IN 1607 OF THE APPLIANCE EFFICIENCY 9. PROVIDE GAS PIPING 8 S.O.V. TO LOCATIONS INDICATED ON REGULATIONS and THE MANUFACTURER HAS CERTFIED TO THE COMMISSION THAT THE WATER ROW RATE FLOOR PLAN. VERIFY HVAC UNIT SIZE, LOCATION & DEMAND DOES NOT EXCEED THE ABOVE VALUES. W/ HVAC CONTRACTOR. 2. UPON COMPLETION OF THE INSTALLATION OF THE INSULATION. A CARD CRTIFYOD THAT THE INSULATION HAS BEEN INSTALLED IN CO FORMANCE WITH THE REQ UIFNENTS OF THESE REGULATIONS SHALL BE 10. PROVIDE FUTURE POOL GAS UNE STUB ((1) 1/7' LINE). VERIFY COMPLETEDCOMPLIANCE CARD SHALL BEYTION POSTED ATwd EXECUTED THE INAA CONSPICUOUS LOCATION WITHIN IAPPLICATOR wd BY THE BULDER.LDING. LOCATION W/ OWNER. a SECTOR 118: INSULATION SPECIFIED OR INSTALLED SHALL MEET CAUFORNIA ENERGY COMMISSION GUAM STANDMM INDICATE TYPE and FORW 11. PROVIDE PRESSURE REDUCING VALVE @ WATER METER AS REQUIRED. 4, SECTION 116-117. FENESTRATION PRODUCTS EXT DOORS a pp��I�XF� CONTROLS A. DOOR and WINDOWS BETWEEN CONOMOED and UNCONDIT04M SPACES DESIGNED TO LIMIT AIR LEAKAM 12. ALL HOT WATER LINES TO BE INSULATED 100%.G B. ANUFAWURED FENESTRATION PRODUCTS HAVE LABEL ./CERTIFIED U -VANE. EXTERIOR DOORS and WHOM WEATHER-STRIPPED : ALL JOINTS and PENETRATIONS CAULKED and SEALED. 13. PLUMBER TO FILL ALL BOX -OUT AREAS @ TUBS FOR ROUGH 5. MVAC EQUIPMENT. WATER HEATERS SHOWER HEADS aW FAUCETS CERTIFIED BY THE COMMISSION. INSPECTIONS. S. SETBACK THERMOSTAT ON ALL APPLICABLE HEATING SYSTEMS. 14. BID COMPLETE WATER & SEWER SYSTEM. CONFIRM W/ OWNER IF FIXTURES ARE TO BE BID, OR O.F.C.1. 7. PIPE end TANK INSULATION: A TT"VWAULTIEUNFIREDSTORAGE TANKS OR BASCAR HOT COATER M N6SULAON E X(R-12 OR GREATER) OR COMBINED IINTETION/EiQOR 15. PROVIDE SECOND JACK WHEN REQU RED FOR ROOFING TILES. INSULATION (R-16 OR GREATER). IL FIRST S FEET OF PIPES CLOSEST TO WATER HEATER TAMC, NON-ORCULATION SYSTEMS, INSULATED (R-4 OR G EATER1 G ALL BURIED OR EXPOSED PIPING INSULATED IN RECIRCULATION SECTIONS OF NOT WATER SYSTEM. IES. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, 0. COOLING SYSIM PIPING BELOW 55 FEET INSULATED. E PIPING INSULATED BETWEEN HEATING SOLACE and IDIRECT NOT WATER TANK NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 & DUCT and FANS ABOVE THE DRAIN INLET. (CBC 1210.3) A. DUCTS CONSTRUCTED, INSTALLED and SEALED TO COMPLY .AMG SECTIONS 1002 and 1004: DUCTS INSULATED TO A MINIMUM R-4.2 OR DUCTS ENaOSED ENTIRELY WITHIN CONGTIONED 17. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN SPS' COMPLIANCE W/ ASTM C1178, C1288 OR C1325, SHALL BE B. EXHAUST SYSTEMS SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. G GRAVITY VENTILATION SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC INSTALLED AS A BASE FOR WALL TILE IN TUB AND SHOWER OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS. AREAS AND WALL/CEILING OF SHOWERS. (CBC SEC. 2509.2) FRAMING NOTES: 1. ALL POST & BEAM CONNECTIONS TO HAVE APPROPRIATE COLUMN CAPS & OTHER RELATED HARDWARE. GENERAL CONTRACTOR & ARCHITECT SHALL BE NOTIFIED IN WRITING WITH ANY QUESTIONS REGARDING HARDWARE LOCATION @ POST & BEAM CONNECTIONS PRIOR TO INSTALLATION. 2. BEAM HEIGHTS INDICATED ON PLANS FOR REFERENCE ONLY. FIELD VERIFY AND COORDINATE ACTUAL HEIGHTS PRIOR TO INSTALLATION. 3. BRACE WALLS FIVE FEET OR LESS W/ SHT'G. NOTCH IN I X6 BRACING @ ALL OTHER CORNERS & EVERY TWENTY-FIVE LINEAR FEET OR PROVIDE APPROVED METAL BRACING. 4. FRAMING CONTRACTOR SHALL SECURELY BRACE & SHORE ALL FRAMING DURING CONSTRUCTION. 5. ALL NUTS SHALL BE TIGHTENED 1-2 DAYS PRIOR TO ROUGH FRAMING INSPECTION. 6. PROVIDE DRAFTSTOPS & FIRE BLOCKS AS REQUIRED BY CODE. 7. ALL EXTERIOR WALLS TO BE STRAIGHTENED PRIOR TO SHEARING WALLS. 8. ALL WORK SHALL BE TRUE TO PLUMB IN THE BEST PRACTICE OF THE INDUSTRY. ALL WALLS TO BE 1 /8" OR BETTER IN PLUMB & LINE. 9. BID SHALL INCLUDE SHEATHING ON ALL EXTERIOR WALLS WITH A MINIMUM 1/8" GAP (VERIFY THICKNESS, NAILING & LOCATIONS OF SHEAR PANELS PER SHEAR WALL SCHEDULE). ALL NAILING SHALL CONFORM TO THE IBC. 10. TRUSSES SHALL BE DESIGNED & ENGINEERED BY TRUSS MANUFACTURER (FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION). 11. SUBMIT TRUSS DRAWING FOR ARCHITECT / ENGINEER APPROVAL PRIOR TO FABRICATION. 12. TRUSSES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. PROVIDE BLOCKING & BRACING PER MFR. DRAWINGS. 13. TRUSS MANUFACTURER IS RESPONSIBLE FOR TRUSS TO TRUSS CONNECTION HARDWARE, AND SHALL NOTIFY THE GENERAL CONTRACTOR & ARCHITECT OF ANY OTHER HARDWARE REQUIREMENTS PER TRUSS MFR. DESIGN, THAT ARE NOT INDICATED ON PLANS OR DIFFER FROM PERMIT SET. 14. LUMBER SHALL BE GRADED INDICATED AND CONFORM TO THE'STANDARD GRADING AND DRESSING RULES # 16 OF THE WEST COAST LUMBER INSPECTION BUREAU. LUMBER GRADING SHALL BE AS FOLLOWS: 2X4: STANDARD & BETTER 2X6 - 2X12: DFL #2 & BETTER 6X & 4X: DFL # I & BETTER 15. PLYWOOD SHALL BE GRADE STAMPED W/ APPROPRIATE IDENTIFICATION SYMBOL. 16. BOTTOM PLATE / MUDSILLS TO BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. 17. FRAMING SHALL BE DONE IN A SKILLED WORKMAN -LIKE MANNER BY SKILLED MECHANICS. 18. METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON OR AN APPROVED EQUAL. 19. PROVIDE ROPE CAULK @ EXTERIOR WALL SILL PLATES OR CAULK EXTERIOR PLATES. 20. PROVIDE WATER HEATER PLATFORMS, SHOWER CURBS, SHELVES & SEATS, A/C CURBS AS INDICATED ON PLANS. 21. PROVIDE BACKING. BLOCKING & NAILERS FOR GYP. BD., SHEATHING, CABINETS, TOWEL BARS, SINKS, FIXTURES, A/C REGISTERS, FANS, SKYLIGHTS, RETURN AIR, ETC. AS REQUIRED FOR SECURE INSTALLATION AND PER CODE. 22. BLOCKING ON EITHER SIDE OF DOOR FRAME TO BE BELOW 47OR ABOVE 46". 23. ALL DOORS & WINDOWS TO BE BLOCKED EACH SIDE (37' ON WINDOWS, 16- ON DOORS). 24. MAINTAIN MINUMUM 24" WIDE ACCESS WALKWAY FOR ALL EQUIPMENT IN ATTIC AREAS. COORDINATE W/ GENERAL CONTRACTOR. Z c0 p o OD ,.I_, e LL1 O DOOR & WINDOW NOTES: I. PROVIDE TEMBERED GLAZING IN THE FOLLOWING LOCATIONS: CBC 2406.3 A. FIXED OR SLIDING PANELS OF SLIDING DOOR ASSEMBLIES OR SWINGING DOORS B. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS. SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS ENCLOSURES C. LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR. D. WHERE THE NEAREST EXPOSED EDGE OF THE GLASS IS WITHIN 24" ARC OF EITHER VERTICAL EDGE OF A DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. E. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE; WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. F. GLAZING ADJACENT TO STAIRWAY WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. (NOTE: EXCEPTION FOR E AND F ABOVE, IF A HANDRAIL OR GUARDRAIL EXISTS WITH BALUSTERS OR FILL-IN PANELS. 2. EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AT LEAST ONE OPERABLE DOOR OR WINDOW USED FOR EMERGENCY ESCAPE. 3. ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL BE A MINIMUM NET CLEAR OPENING OF 5 S.F. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT OF NOT MORE THAN 44" A.F.F. 4. ALL SWINGING DOORS SHALL HAVE A THRESHOLD HEIGHT OF NO MORE THAN X'. ALL SLIDING DOORS SHALL HAVE A THRESHOLD HEIGHT OF NO MORE THAN X" 5. EXTERIOR LANDINGS SHALL BE NO MORE THAN 7 X" BELOW TOP OF FINISHED THRESHOLD AT ALL IN -SWINGING ENTRY DOORS. GENERAL NOTES J � W WW H V Z c- rn (0 a X C (i GO N VJU 1O N d LU nr m OCONNM C W O ti o OQ . n Q d }0►°CY) U a �a CX rn W W L) WZW 0 c Y00 N Z LOU � V 01:0 cc CL C14 M EU W W 0O E.'1 i_ _5, W W Cl)Lk O 0 x r LL d PLD c- rn CID CID � n (i GO N to In X Ob N 6 m c� 04 00) �I` aQ rn U Q Z E.'1 g E.7 c Z Z Z m Q LU ♦ 7 �./ W LL 9 v/ W w 2 G 0. l_ SCALE: Y801=1 1-011 DATE: 07-21-08 SHEET T.2 OF E14 I I �n C) (D Ti z�Q° (n 0� I cC m.0 C: \ �� o ® o z SITE PLAN A � = y n www.design-interfa-8941 FOR: STOKER POOLS REVISIONS: Ck, 760-578-8941 D 09-18-08 M m > Oi�I ca:iO 44-267 MONTEREY AVE. STE. C PALM DESERT, CA 92260 M A m V NT PO BOX 5786 760.772.1111 -office 760.772.0012 -fax D °�I LA QUINTA, A 9224181-5786 LICENSE # C53 820132 SITE PLAN . N �' Iii PREPARED B PROJECT: Jim and Jan Lhotka Cabana, Pool & Spa CO 6 . TAMARA FARRINGTO 81923 Elynor Ct., La Quinta, CA D r - nU) D 00 00 D Zrm o T ,1 O C Z D N O �/ Z C� D r M0 to o D Z O (7 r00 27" , 8' STS 6' 9'So N O F11ti� 9,sn 6' ^.� CID I I �a\-,CA) 27" , . f. 11' 27" , aa� � 07 G' N A n � Z m -D Z L p D W r 2 O C P 0 ] <s> m C); 000 w n M �� m O v mOaOZm M[ (n . I (9 0'= �i i ti� cz� 0 oSPB A vD _4Do� :.. I 9y f o 1 50 0 `sl^ M Z0IJ NI tIn gIn. 0 z i// ------ ---- I I 2 4x6 I rt'DDv,O c.� Z HP/�H022 I Z m v z I m�00� I o z m II N <9>11 U — O Z O U --- ----- I ypFDO N�>pA ,� 000 O O ' �ZAN GI o I — — i 9�� yob N 4x6 �----- -- — — L o� H 27" O 8' Sol A 15'-6" To 12' MINIMUM INTO EXISTING IN. B' GRADE � Z m -D 3- CLR. Q W r 2 O C P 0 O C C1 �� m O v 5iP M[ (n . N m Sol A 15'-6" To 12' MINIMUM INTO EXISTING IN. B' GRADE a� G 3- CLR. Q _-p D7 o� y O p- v 5iP FOR: STOKER POOLS (9 REVISIONS: �i D co o D o_ r7 -0z0 Z�P°� CO < co_0 Qm�c Z0MZ --1 o I� MCA Z 0 , O O D ;7 z11 I- :J . 2 U, Z n p =0 M M _0 N 70 m� m Z� 0� �m C)m 0 0 z� > X Cn 12' MIN. �� \ yX§ 0 QQgg O _ 000 r� z a� t0 0 a L x PCM Z ioWIS N W A O 12' MINIMUM INTO EXISTING IN. B' GRADE S 3- CLR. Q z b � A- p- n 5iP uwuw.design-int578-894t FOR: STOKER POOLS REVISIONS: PRPP y=PL : oSPB M X :.. M M m D Dm 0 `sl^ O 44-267 MONTEREY AVE. STE. C PALM DESERT, CA 92260 tIn gIn. D 09-18-08 z i// 9 o I� MCA Z 0 , O O D ;7 z11 I- :J . 2 U, Z n p =0 M M _0 N 70 m� m Z� 0� �m C)m 0 0 z� > X Cn 12' MIN. �� \ yX§ 0 QQgg O _ 000 r� z a� t0 0 a L x PCM Z ioWIS N W A O 0 b b � A- p- n uwuw.design-int578-894t FOR: STOKER POOLS REVISIONS: PRPP y=PL oBOB oSPB M M m D Dm 0 `sl^ QFACE 44-267 MONTEREY AVE. STE. C PALM DESERT, CA 92260 D 09-18-08 D v 2 N M Z M r N M 0 C r M A Z � = D n uwuw.design-int578-894t FOR: STOKER POOLS REVISIONS: 760-578-8941 M M m D Dm 0 `sl^ QFACE 44-267 MONTEREY AVE. STE. C PALM DESERT, CA 92260 D 09-18-08 D v j� PO BOX 5786 760.772.1111 -office 760.772.0012 -fax CABANA • 0 -4Z O IN LA QUINT CA 92248-5786 LICENSE # C53 820132 FOUNDATION N 1„ 6I j PREPARED B. PROJECT: Jim and Jan Lhotka Cabana, Pool & Spa PLAN 00 0 TAMARA FARRINGTON 81923 Elynor Ct., La Quinta, CA ®1 N V W O� N W 27" 27" 27" T V vNi (Nti 00 O A r D vv D D �CZ 9 CA C � Z co NO�f 33 == 1 00 CD 03 O cn W o N b; w �(; Z Z REVISIONS: �� mm zz m� :E �rn --i i m m m m� mm p rn DA D D x X x 0 X COC G \ Z X :c4 Z� N D' D < (31�� do d; wU) O D LA QUINTA CA 92248-5786 LICENSE # C53 820132 FLOOR PLAN (� m z O PREPARED BY: t. PROJECT: Jim and Jan Lhotka`-Cabana, Pool & Spa w Z OD TT T 52 F) (rN �� cnT D � .n _ iii _ .(7C = p O ZZ N T (N,.0 N O Z J_( 0 Z7 •■ z< p0 AO AA g m 2 m p m m m m (n r O s s 00 v OC 0 =Z O N O o O i 0 C m 0 T m O A /w O T V O A r D Z O cn 0 C7 www.design-interface.net FOR: STOKER POOLS REVISIONS: n = m y m C7 > ��IV 760-578-8941 A ACi 44-267 MONTEREY AVE. STE. C PALM DESERT, CA 92260 09-18-08 rn r D C) \ N IN �RF PO BOX 5786 760.772.1111 - office 760.772.0012 -fax CABANA O � LA QUINTA CA 92248-5786 LICENSE # C53 820132 FLOOR PLAN (� o O PREPARED BY: t. PROJECT: Jim and Jan Lhotka`-Cabana, Pool & Spa OD TAMARA FARRINGTON 81923 Elynor Ct., La Quinta, CA Iuw GAUGE *&VAI® "IED W MAIM r TIES MVERED WITS 6L ROOF PLAN NOTES WOOD REQUIRED BY SECTION 2304.11 TO BE PRESERVATIVE TREATED SHALL BEAR THE QUALITY MARK OF AN INSPECTION AGENCIES THAT MAINTAINS CONTINUING SUPERVISION, TESTING yp AND INSPECTION OVER THE QUALITY OF THE PRESERVATIVE 4h0221 TREATED WOOD. THE QUALITY MARK SHALL BE ON A STAMP OR LABEL AFFIXED TO THE PRESERVATIVE -TREATED WOOD, AND S1 SHALL INCLUDE THE FOLLOWING INFORMATION: TYP. 04.d o. IDENTIFICATION OF TREATING MANUFACTURER b. TYPE OF PRESERVATIVE USED 4j c. MINIMUM PRESERVATIVE RETENTION (pcf) �P d. END USE FOR WHICH THE PRODUCT IS TREATED e. AWPA STANDARD TO WHICH THE PRODUCT WAS TREATED f. IDENTITY OF THE ACCREDITED INSPECTION AGENCY. 1. CONCRETE ROOF TILE BY EAGLE ROOFING PRODUCTS. I.C.B.O. #4660 2. ALL FLASHING and COUNTERFLASHING SHALL BE A MINIMUM26 GA. 1 GALVANIZED. 3. ROOF TO MEET REQUIREMENTS FOR CLASS "A" ROOF SYSTEM. CLASS "A" ROOF ASSEMBLY TO MEET ALL REQUIREMENTS PER CBC. 4. ROOF COVERING SHALL BE AS CLASSIFIED BY TABLE 15A and AS SPECIFIED IN SECTION 1504. ROOF COVERING APPLICATION SHALL COMPLY WITH SECTION 1504. 5. ATTIC VENTILATION MAY BE MET WITH EITHER ROOF VENTS OR GABLE VENTS AS LONG AS THE NECESSARY SQ. FOOTAGE IS MET. GENERAL NATES PITCH 4 in 12 SHEATHING 5/8" Plywood NAILING 6" O.C. 0 Edges 12" O.C. 0 Field I I I I I I I I I I _I - I I I I I I I I I I d I I 1 >< CN D D y1i Q 04. d 04, d P. - ----- ----- -----18„ 2 .NG, TYP 7 i /4:12, TYP. I O I 4x6 HPAHD22 I I I I �P P��2ti I I OI A Al I - 4x6 I I I Ty p03-3 « 'eHPAH022i 2 /�� i =v - \\�� j- �v HPAHD22 ------------------ � O � O I 4x6 I SLATE OFCF\f HPAHD221 BC I Lu O I 04.d i ai i D N S1 I a NAILS AND OTHER FASTENERS IN PRESSURE TREATED SILL PLATES SHALL I N I 04.d o 04.d i = BE ZINC COATED HOT DIPPED GALVANIZED AS SPECIFIED IN CBC 2304.9.5. i I Q i CL ATTIC VENTS Attic ventilation opening shall be covered w/corrosion-resistant metal mesh w/mesh openings of 1/4" in dimension. per Sec.1505.3 Attic area = 385 sq.ft. 385/150 = 2.56 sq.ft. attic vents required Provide min. 2.6 sq.ft. attic vent tiles 0 roof. Provide eove vents at blocking. SHEAR PANEL SCHEDULE SHEAR PANEL WALL SHEATHING ROOF VENT, TYP. i o NAILING EDGE A FIELD (B) CONTINUOUS FOOTING ANCHOR BOLTS NOTE: 3?V) 0 J W c o MANUFACTURED O(/)NON N N 3/8" MINIMUM O TRUSSES @ 24" 0 230 PLF 04. d 5/8" AT 1 /4 POINTS L.F. MIN. 9'-4" L.F. PER �Lj LU U 4t NB 1 Ae I Z 25' OF WALL C) I P.I. = 32/16 D 17' O.C. F_NdN NO MORE THAN 8' ti Nt `0 I i:_: FROM EA. END ---- Q' N i i O /4:12, TYP. I O I 4x6 HPAHD22 I I I I �P P��2ti I I OI A Al I - 4x6 I I I Ty p03-3 « 'eHPAH022i 2 /�� i =v - \\�� j- �v HPAHD22 ------------------ � O � O I 4x6 I SLATE OFCF\f HPAHD221 BC I Lu O I 04.d i ai i D N S1 I a NAILS AND OTHER FASTENERS IN PRESSURE TREATED SILL PLATES SHALL I N I 04.d o 04.d i = BE ZINC COATED HOT DIPPED GALVANIZED AS SPECIFIED IN CBC 2304.9.5. i I Q i CL ATTIC VENTS Attic ventilation opening shall be covered w/corrosion-resistant metal mesh w/mesh openings of 1/4" in dimension. per Sec.1505.3 Attic area = 385 sq.ft. 385/150 = 2.56 sq.ft. attic vents required Provide min. 2.6 sq.ft. attic vent tiles 0 roof. Provide eove vents at blocking. SHEAR PANEL SCHEDULE SHEAR PANEL WALL SHEATHING Vollow NAILING EDGE A FIELD (B) CONTINUOUS FOOTING ANCHOR BOLTS NOTE: 3?V) 0 J W c o L10 O(/)NON N N 3/8" MINIMUM O 3/8" APA -RATED STRUCT I PLYWOOD, EXPOSURE 1 OR 230 PLF (A) 8d AT4'-0" 6" O.C. 5/8" AT 1 /4 POINTS L.F. MIN. 9'-4" L.F. PER �Lj LU U 4t EXTERIOR GRADE. WZLU UE (B) 8d AT I Z 25' OF WALL Opo W P.I. = 32/16 (oa7J 17' O.C. F_NdN NO MORE THAN 8' ti Nt `0 �N C i:_: FROM EA. END 3/8" APA -RATED STRUCT 1 Q' (A) 8d AT 5/8" Q AT a- o O PLYWOOD, EXPOSURE 1 OR 230 PLF 6" O.C. 1 /4 POINTS W LL EXTERIOR GRADE. g (B) 8d AT HPAHD22 EA. END P.I. = 32/16 17' O.C. O aQ GENERAL NOTES I1. THIS PROJECT IS PROPOSED TO MEET THE REQUIREMENTS OF CBC 2308 FOR CONVENTIONAL LIGHT -FRAME CONSTRUCTION. I U.: i j o MANUFACTURED C14 TRUSSES @ 24" 0 I x00,�� x I*U44-Ld Q zO 4x6 i ��6 �� I HPAHD221 �i W\ U / ROOF TILES 10# I O O I JOISTS 4# 21 # D.L. 4x6 i V'[E 4" X 12" D.F. # 2, TYP. �� I O B.C. 7# 20# L.L. HPAHD22 i i 2 2 �� i atS /�/� Z SEISMIC GOVERNS kf _'_Odir D _ O`I�(15.6X19.25)+(21X.2)= 1261# ---WALLS 9' X 15# X 50/2 X .2 = 675# BC D61936 04. d 04. d Q �� LINE (11 1936/2=968# + (16+11.75 x 21 # x .2 = 789/2 = 394#) = 1362# `* _ 1362# / (2.25 x 3) = 202# L.F. USE 3/g' SHEAR Ed @ 6" EDGE ALONG A CONTINUOUS FOOTING LINE® 15.5(1.25 x 4) = 10.5 1362# / (2.25 x 3) = 202# L.F. (SAME AS ABOVE) LINEA 16 x i 1.75 x 2l # x .2 = 789/2.25 = 350# (8' FOOTING + 4' END) LINE@ 968/10 = 97# OK FOR STUCCO LINE® 968 + 394 = 1364/6 = 227 USE "SHEAR 8d @ 6" EDGE LINED 968/2 = 484/4.5 = 107# L.F. (SAME AS ABOVE) BEAM 11 + 2 = 13' SPAN LOAD = 40# X 14/2 = 280# USE 4" X 12" D.F. # 2 OZ v tY LL U "/SEISMIC METHOD: SIMPLIFIED OCCUPANCY CATEGORY: a IMPORTANCE FACTOR: 1 Ss, S,: 1.73g, 0.70g SEISMIC DESIGN CATEGORY: D BASIC SEISMIC FORCE RESISTING SYSTEM: SHEAR WALLS DESIGN BASE SHEAR: 0.18 RESPONSE COEFFICIENT, Cs: 0.176 SITE CLASS: D /I- CABANA ROOF PLAN 6 Z O 00 Fn 00 LU o � Q I SCALE:y4TI=1'-0" DATE: 07-21-08 SHEETA.O 4 OF 14 aS LZ x 4)m opo Ii I^A x� 3?V) 0 J W c o L10 O(/)NON N N C U 0 Q 0 <6004 00 U (D �r*- I& U CU LU 1.-: LU w U 0 �Lj LU U 4t aS WZLU UE I Z mCi Opo W cJ (oa7J M F_NdN EU ti Nt `0 �N C i:_: W W M Q' 3 0) LL a- o I SCALE:y4TI=1'-0" DATE: 07-21-08 SHEETA.O 4 OF 14 cp co 4)m opo Ii I^A x� 3?V) m N CD a c Q rn� a`�i � ¢ Z Z) � z g o C7 Z m Q 'f V^ �./ W LL g W O aQ I SCALE:y4TI=1'-0" DATE: 07-21-08 SHEETA.O 4 OF 14 �n 8d B.N. AT 6' O.C. FOR ROOF SHTG. PER FRAMING PLAN FULL LENGTH OF SHEAR SHEAR TRANS. PERP. TO TRUSSES 7/16 OSB W/ 8d @ 6 - EDGE 12' FIELD r -8d BN @ 6' O.C. rSIMPSON A35 FACE NAILED BAY 24' O.C. / 2X PLATED ROOF TRUSSES (a? 24' O.C. TYPICAL SIMPSON HI AT EACH TRUSS TO 2X4 SOLID FACE OF DOUBLE TOP PLATE BLOCKINGJ TRUSS BLOCKING &CLIP DETAIL W/O SHEAR PANEL BIC 2x SOLID BLCK.W/2, SHEAR PAI` L SIMPSON "STC' STRUCTURAL MI NON-BEARING SHEAR TRANSFER -PERP. TO TRUSSES S1 RAM 1SS PER PLAN) TO NON-BEARING WALL PERPENDICULAR TO TRUSSES DRAG STRUT CONNECTION n CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY CABANA ROOF PLAN DETAILS 'V' Z co O Q Fo co w o a Z Q(n m a LQ0wu- < 0 w 000 16d NAILS ® 6.0. X i STAGGERED O LU Q a- Ou)NON 04 DRYWALL SHEAR WALL. 3/8' OSS SHTG, ' Oti QQoDo -m r0 L) NAIL WITH 5d WALLBOARD YU �w w v 4# WITH Bd @ 6' O.C. WZw0W NAILS @ 7' O.C. z mCi FIELD AND EDGES J I` N a_ N /DEDGES n 1� 3/8' O HTG, j O F- 5, ww M L WITH 8d 6' O.C. N 0 a, u- aa. o FIELD D EDGES SHEAR TRANS. PERP. TO TRUSSES 7/16 OSB W/ 8d @ 6 - EDGE 12' FIELD r -8d BN @ 6' O.C. rSIMPSON A35 FACE NAILED BAY 24' O.C. / 2X PLATED ROOF TRUSSES (a? 24' O.C. TYPICAL SIMPSON HI AT EACH TRUSS TO 2X4 SOLID FACE OF DOUBLE TOP PLATE BLOCKINGJ TRUSS BLOCKING &CLIP DETAIL W/O SHEAR PANEL BIC 2x SOLID BLCK.W/2, SHEAR PAI` L SIMPSON "STC' STRUCTURAL MI NON-BEARING SHEAR TRANSFER -PERP. TO TRUSSES S1 RAM 1SS PER PLAN) TO NON-BEARING WALL PERPENDICULAR TO TRUSSES DRAG STRUT CONNECTION n CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY CABANA ROOF PLAN DETAILS 'V' Z co O Q Fo co w o a Z Q(n m a LQ0wu- < 0 w 000 16d NAILS ® 6.0. X STAGGERED O LU Q a- Ou)NON 04 DRYWALL SHEAR WALL. tie- Oti QQoDo -m r0 L) NAIL WITH 5d WALLBOARD YU �w w v 4# r «i WZw0W NAILS @ 7' O.C. z mCi SHEAR TRANS. PERP. TO TRUSSES 7/16 OSB W/ 8d @ 6 - EDGE 12' FIELD r -8d BN @ 6' O.C. rSIMPSON A35 FACE NAILED BAY 24' O.C. / 2X PLATED ROOF TRUSSES (a? 24' O.C. TYPICAL SIMPSON HI AT EACH TRUSS TO 2X4 SOLID FACE OF DOUBLE TOP PLATE BLOCKINGJ TRUSS BLOCKING &CLIP DETAIL W/O SHEAR PANEL BIC 2x SOLID BLCK.W/2, SHEAR PAI` L SIMPSON "STC' STRUCTURAL MI NON-BEARING SHEAR TRANSFER -PERP. TO TRUSSES S1 RAM 1SS PER PLAN) TO NON-BEARING WALL PERPENDICULAR TO TRUSSES DRAG STRUT CONNECTION n CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY CABANA ROOF PLAN DETAILS 'V' Z co O Q Fo co w o a Z Q(n m a LQ0wu- < 0 w 000 coCID CO CD �ob xob t N � m N c � O rn C n 0_ Q rn Ul (46 � � Z cz O g � 0 z zco X Cmv ow UL Of LU 2 a Q SCALE:�411-1'-0" DATE: 07-21-08 SHEEA, 04C OF 14 A m CL X VJV O LU Q a- Ou)NON 04 d m tie- Oti QQoDo -m r0 L) U YU �w w v 4# r «i WZw0W J z mCi Op0 � j U J I` N a_ N E U n 1� j O F- 5, ww M N 0 a, u- aa. o coCID CO CD �ob xob t N � m N c � O rn C n 0_ Q rn Ul (46 � � Z cz O g � 0 z zco X Cmv ow UL Of LU 2 a Q SCALE:�411-1'-0" DATE: 07-21-08 SHEEA, 04C OF 14 A CLASS A CONC. TILE, MATCH CLASS A CONC. TILE, MATCH 0 p EXISTING RESIDENCE, TYP. EXISTING RESIDENCE, TYP. Cn ap W O 4 X 8 PAINTED RAFTER, 4 X 8 PAINTED RAFTER, MATCH EXIS. RES, TYP. MATCH EXIS. RES, TYP. m~ Q A � _ - Q > iNCL RID FR'SMOOTH J CL STUCCO, \ _i MATCH EXIS. O10 O _ OPERABLE WINDOWS, TYP. BARBEQUE i 00 x 0) 10 ` / a SMOOTH STUCCO, two .4RESIDENCE, TYP. :o _ :o :o MATCH EXIS. RESIDENCE, TYP. !^ U vJ04 o 0 M \ M M M LuS O N c0 ` O�NN, ` f0 Oa�C)co L) NORTHWEST ELEVATION SOUTHWEST ELEVATION wLo o CITY OFLAQUINTA WW OU 0cli BUILDING & SAFETY DEPT. W z w o cn '� APPROVED Yo w `� FOR CONSTRUCTION J -7 -1 �' OCOQ" J J c �.Nn-N EU ONC. TILE, ISRESIDENCE, MATCH CONC. TILE, MATCH DATE-B1f' � p p 0 TYP. EXIS. RESIDENCE, TYP. � F- 7 M G _ Imo% - --- --- -- U U U U 4 X 8 PAINTED RAFTER, SMOOTH STUCCO, 4 X 8 PAINTED RAFTER, n O a 2 Ln co N MATCH EXIS. RES, TYP. MATCH EXIS. RESIDENCE, TYP. MATCH EXIS. RES, TYP. c ccc O a LLJ Rfl/ yul CL d GRANITE BAR TOP OPERABLE WINDOWS, TYP. C7 g Z p O ~ 7 Z z SMOOTH STUCCO, 10 - 01 Z mIr MATCH EXIS. RESIDENCE, TYP. ih ui u- � < as SCALE.%4"=�'-o., SOUTHEAST ELEVATION NORTHEAST ELEVATION DATE: 07-21-08 CABANA ELEVATIONS SHEET A.05 OF 14 "1 f2 4" CONCRETE SLAB REINFORCE o AS REQUIRED i "c #4 REBAR — CONTINUOUS TOP & BOTTOM 2x6 EDGE BLOCKING DF#1 16" O.C. 3/8" EXP I PLYWOOD SHEAR PANEL W/ 10d ® 6, 12, ALL EXT. WALLS WHERE OCCURS 2x6 D.F. #1 WOOD STUDS ® 16"O.C. 5/8" TYPE "X" GYP. BD. R-21 BATT INSULATION 2x6 P.T. WOOD BOTTOM PLATE CONT. W/ 5/8"0 ANCHOR BOLTS ® 6' O.C. MIN. 12 FROM EACH CORNER W/ 7" MIN. EMBED i W/ 3"X3"X.229" WASHER ABOVEUGE EARTH ORT2L ABOVECREED PAVEDMAREAS. M (A.02 DETAIL 3) d Co *''1 ) 12" MIN. MIN. TO GRADE CONCRETE FOUNDATION/FOOTING REINFORCED AS REQUIRED TYP. EXTERIOR WALL SECTION 3/4 =1'-011 A BUILDING SECTION o„ CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAA BY I CABANA SECTIONS Zao O 9 F 00 W p w Z Z m O Q U UW U) m OL 5/8" ROOF SHEATHING (TYP.) PREFABRICATED & ENGINEERED WOOD ROOF TRUSSES ® 24" O.C. (CALCS. BY MANF.) w/CONC. TILE ROOF MIN. R-38 BATT INSULATION 18" TYPICAL TRUSSES @ 24" O.C. SEE TRUSS CALCS. UNDER DECKING, TO EDGES CLASS 'A' CONCRETE TILE ROOF �` COOC uj C3) ON MIN. 30# FELT IN LIEU OF PARAPET R-38 INSUALTION IN ALL CEILINGS (TYP.) U 5/8" COX PLYWOOD (UNBLOCKED) wV O U ik LL w LLJFE Lu W/ 1Od ® 6, 6, 12 Wzw oco Y O 0 z co cy Cal 4 X 6 RAFTER TAILS OU Q T7 -J 2x BLOCK W/ (1) A35 ® EACH BLOCK (SCAB ON) \� I PROVIDE VENTING BETWEEN TRUSSES to AS READ. SEE VENTING CALCS. MEET A.04 Lu (2) 2x6 TOP PLATE g R-21 INSULATION ALL d' ` EXTERIOR WALLS (NP.) a oco ` o PATIO CABANA BA. ai Co u LO cb \ N 2x6 STUDS Q 16' O.C. CONT. GALV. METAL OR ALUM. EAVE DRIP = C a Q 3 COAT SYSTEM SCAB ON 4X8 IN PLACE OF RAFTER TAILS 61 I 0—to Q z 7/8" FIBERGLASS REIW11RCEID STUCC0 0/ REINFORCING MESH; COAT SYSTEM _ EXISTING GRADE Q o< C W� -9m "1 f2 4" CONCRETE SLAB REINFORCE o AS REQUIRED i "c #4 REBAR — CONTINUOUS TOP & BOTTOM 2x6 EDGE BLOCKING DF#1 16" O.C. 3/8" EXP I PLYWOOD SHEAR PANEL W/ 10d ® 6, 12, ALL EXT. WALLS WHERE OCCURS 2x6 D.F. #1 WOOD STUDS ® 16"O.C. 5/8" TYPE "X" GYP. BD. R-21 BATT INSULATION 2x6 P.T. WOOD BOTTOM PLATE CONT. W/ 5/8"0 ANCHOR BOLTS ® 6' O.C. MIN. 12 FROM EACH CORNER W/ 7" MIN. EMBED i W/ 3"X3"X.229" WASHER ABOVEUGE EARTH ORT2L ABOVECREED PAVEDMAREAS. M (A.02 DETAIL 3) d Co *''1 ) 12" MIN. MIN. TO GRADE CONCRETE FOUNDATION/FOOTING REINFORCED AS REQUIRED TYP. EXTERIOR WALL SECTION 3/4 =1'-011 A BUILDING SECTION o„ CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DAA BY I CABANA SECTIONS Zao O 9 F 00 W p w Z Z m O Q U UW U) m OL x VJU 4O N d )NON COOC uj C3) Q < Sloo U co M �w U l_ U wV O U ik LL w LLJFE Lu ca J C Wzw oco Y O 0 z co cy cJ Co OU Q T7 -J (0 I—NaN EU u)� ~ to O F- r - M d' j N O 0) OLL a oco co co co ai Co u LO cb 4!� O v to m cliN 00) C a Q rn Ul � v FtO- Q z z Q o< C W� -9m o: Of SCALE: AS NOTED DATE: 07-21-08 SHEETA V OG OF 14 NOTES: I. P.N. - PERIMETER NAILING OR CONTINUOUS PANEL JOINT NAILING. E.N. - EDGE OF PANEL NAILING FN. = FIELD NAILING 2. '%' REPRESENTS NAIL SPACING.SEE ROOF/FLOOR OIAPHRAGM NAIUHG DETAILS ON PLAN FOR SIZE AND SPACING OF NAILS. 3. BLOCKING REOIREMENTS WHEN DIAPHRAGM IS CALLED OUT TO BE 'BLOCKED' ON PLAN 0) SAWN LUMBER - PROVIDE 2, FULL DEPTH BRIDGING AT 8'-0' ON CENTER MAXIMUM AND 2,4 MT BLOCKING AT ALL OTHER PANEL EDGES WHERE SPEOFtCALLY NOTED. 0) SOLID WEE - PROVIDE 2,4 FLAT BLOCKING AT ALL BUILT UP PANEL EDGES. c) JOISTS - USE 'Y CPS TO ATTACH BLOCKING TO DOST AND 3x NARERS, 4. PLYWOOD SHALL HAVE FACE DRAW LAID PERPENDICULAR 10 SUPPORTS 5. USE 4'-0',8'-0' MINIMUM PLYWOOD SHEETS WHENEVER POSSIBLE AND STAGGER PLYWOOD AS SHOWN ON PLAN. 6. MINIMUM DIMENSIONS OF ANY PLYWOOD SHEET SHALL BE 2'-0' , C-0'. 7. 3/8' SHALL BE THE MINIMUM EDGE DISTANCE FOR NAILING OF PLYWOOD. 8. NAILS SHALL BE STAGGERED WHERE SPACED 2 1/2' OR LESS 9. 10d NAILS SHALL BE STAGGERED WHERE SPACED 3' O.0 AND HAVING PENETRATION MORE THAN 15/s' INTO FRAMING. 10. ALL UNSUPPMTED EDGES OF PLYNOOO PANELS ARE UNBLOCKED UNLESS NOTED OTHERWISE ON PLANS. 2. DBL PLATE PH. EN. FNDIAPHRAGM NAILING: 6, 6, 12 A°XX€4"fxs�EXoW CONTINUE PANEL JOINT - TTP. a TYR, OPENING II II II II I II I•I,"" I I , I I I I " I I �� " II II II SII " 11 II II _ SEE ADJACENT Iff�U1�� REMFI�rs -JL= -JL-JL-JL-�II�_ PERIMETER DF BULGING P. TYPICAL ROOF SHEATHING FOR 9`0- `_� IJ OVER Tiicc ADD I THRU STUD FON OPENINGS GREATER THAN 5-0' 1I •0' IS NOMINAL I E%CEPT WHERE NOlEO. ry I wwTr EOLADSENRUS LL o t (ONE PIECE) ANO DEPTH AS NOTED. T I MUD SILL h ANCH. L BOLTS SEE PDN, 12• PLAN @ DETAILS I I ) Z-16 \2-8d �Trl `2'% TRIMMER OR POST. IF SPECIFIED ON PLANS 3X BLK'G 8'-0' D.G. CITY OF LA QUI NTA MAX. U AT ALL CLC. uNEs. BUILDING & SAFETY DEPT. 4-160 END ALI O / r D IN �C//C A35 O OPENING'S OVER 5'-0' STRUCTION TYR TOP & BOT. WHERE STUD BEARS ON BOLT OR WASHER STUDS BLK. TO ADJACENT STUDS 2-160 EA. GIT INC EIGHT SDE. f ADD I -2X TRIMMER 2X4 O 28. O.0NOT ALWO. WHQff 'd' IS 6• 2X6 O 28' O.C.NOT ALWO. OR LARGER OR WHERE SPECIFIED • UNLESS NOTED OTHERWISE ON THE PLANS ANCHOR BOLT EA SIDE OF HOLE TYPICAL HEADER DETAIL TYPICAL SHEAR WALL DETAIL � t , �. V1•T TE OF - SHEAR WALL AS NOTED ON PLAN. TYPICAL EACH SIDE OF OPENING. REFER r0 DETAILS ON THIS SHEET FOR SPECIAL INSTRUCTIONS FOR THE INSTALLATION OF ALL HOLD- DOWNS AND ANCHOR BOLTS. } 4x SOLID BLK'G ABOVE AND / BELOW OPENING. EXTEND 3 SND BAYS AS SHOWN AND SECURE WITH SIMPSON CS COILED STRAP WITH 10d O 6•. PLYWOOD PANEL ABOVE 8 BELOW ALL OPENINGS. SIMPSON HOLDDOWN AS NOTED ON FOUNDATION PLAN. FERAL I. THESE N07M AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED ON SHEET 501. WHERE NO DETAILS ARE SHOWN. CONSTRUCTION SHALL CONFORM TO SIMILAR WORE ON THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORE. ANY DISCREPANCIES SMALL BE REPORTED TO THE OWNER IMMEDIATELY. 4, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE & ALL WORK SHALL CONFORM TO THE STANDARDS OF THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE AND THE REGULATIONS OF THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES. e. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL (MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC, 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS. SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR REVISION. & CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATmNs OR BURIED STRUCTURES SUCH AS CESSPOOLS. CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING 10. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN THE UNIFORM GUIDING CODE 1702 THIS IS A REQUIREMENT OF THE BUILDING OFFICIAL GENERAL FOUNDATION NOTES 1. ALL REQUIRED FILL AMD BACKFILL SMALL BE COMPACTED TO AT LEAST 901 OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION (0-1557-70T) METHOD OF COMPACTION. FLOWING OR JETTING IS NOT PERMITTED. 2 ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 18* BELOW THE ADJACENT FINAL GRADE OR FLOOR LEVEL, UNLESS NOTED OTHERWISE ON PLANS OR DETAILS 3. LARDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE, PROVIDE A 2- LAYER OF MOIST SAND OVER AN IMPERMEABLE MEMBRANE OVER PROPERLY GRADED SUBCRADE 4, ALL CONCRETE FLOOR SLABS ON GRADE SHALL BE A MINIMUM OF 3 1/2- THICK. 5. ALLOWABLE SOIL PRESSURES DEAD LOAD PLUS LIVE LOAD: 1.500 PSF WAND LOAD AND SEISMIC LOAD: 2000 PSF REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE A.ST.M. (A-815-40). 2 USE LOW HYDROGEN ELECTROOES, GRADE (E-70) FOR WELDING REINFORCING BARS 3. ALL REINFORCING SHALL BE SECURELY TED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. 4. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF (40) BAR DIAMETERS IN MASONRY AND (30) BAR DIAMETERS IN CONCRETE 5. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE BELOW GRADE (UNFORMED) .......... 3- CR. BELOW GRADE (FORMED) . 2- CLR. 8. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SMALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION. CONCRETE 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE 2 ALL CEMENT SHALL CONFORM TO THE A.ST.M. (C-150) TYPE I OR TYPE 9. 3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.ST.M. (C-33) FOR STANDARD WEIGHT CONCRETE 4. ALL AGGREGATE SHALL BE COMPARABLE TO -SAN GABRIEL VALLEY AGGREGATE THE SHRINKAGE SHALL BE AS PER ASTM. (C-33) WITH THE AVERAGE DRYING SHRINKAGE NOT TO EXCEED 0.041 AT 28 DAYS 5. DRYPACK SHALL BE COMPOSED OF ONE PART PORTAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 6. ANCHOR BOLT$ DOWELS. INSERTS, ETC. SHALL BE SECURELY TED IN PLACE I PRIOR M POURING CONCRETE. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET%EaE3) DAYS. OR BY AN APPROVED WRING COMPOUND. & ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE WRIE NGTN AT3'V 28 DAYS. UNLESS NOTED OTHERWISE CONCRETE MIX SHALL BET2-1/2 PARTS SAND. AND 3-1/2 PARTS GRAVEL (GRADE -C7. T CEMENT RATIO SHALL NOT EXCEED 7.5 GAL PER SACK OF CEMENT. MINIMUM OF S SACKS OF CEMENT PER CUBIC YARD. 9. ANCHOR BOLT. HOLDOOWNS. AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS THE PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 10. REFER TO ARCHITECTURAL. MECHANICAL. ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR FNISHc% DONS. PITS. ETC. GENERAL NAILING NOTES 1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOENAILS. 2 PRE -DRILL ALL NAILS 20d OR LARGER. 3. ALL NAILS SHALL BE COMMON WINE NAILS UNLESS NOTED OTHERWISE ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. TABLE NO. 23-1-0. LUMBER 1. ALL STRUCTURAL LUMBER SMALL BE GRADED IN ACCORDANCE WITH THE GRADING AND DRESSING RULES (NO. 16) OF THE WEST COAST LUMBER INSPECTION BUREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 3, HOLES FOR BOLTS SHALL BE BORED WITH A BIT (1/32- TO 1/187 LARGER THAN THE NOMINAL BOLT DIAMETER- 4. IAMETER4. ALL BOLTS SHALL BE RE -TIGHTENED PICR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2'x4' SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS 7. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND CONFORM TO (PS -1-83). EACH SHEET SHALL BE IDENTIFIED WAIN AN A.P.A. GRADE TRADE MARK. SEE DRAWINGS FOR GRADE AND THICKNESS & ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE 9. ALL JOIST HANGERS SHALL BE-SIMPSON% -ARCH-RIB' OR AN APPROVED EQUAL 10. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH OR THE YELLOWING GRADES UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS STUDS PLATES. BLOCKING ........................ OONST.-1051! BEAMS STRINGERS 6x k LARGER MEMBERS .......... No. 1-13WI POSTS R MULLIONS ....................... No. 1-12ODf ROOF PLANKING h DECKING ...................... COM. OEX.-1450! JOISTS h PLANKING 23. 3x k 4x MEMBERS 6' & WIDER .. No. 1-1000f RAFTERS. INCLUDING 2x4, 3x4 & 4x4 ................ No. 1-11501 BOARDS. SHEATHING @ STRIPPING .................. CONST. GRADE SILLS, PLATES, SLEEPERS, POSTS ......... CONST. GRADE WOOD AGAINST CONCRETE AGAINST EARTH .......... PRESSURE TREATED 11. ALL NAILS SMALL BE COMMON WUiE AND CONFORM TO TABLE NO. 23-1-G OF THE 1994 U.B.C. GLUE -LAMINATED BEAMS 1. GLUE -LAMINATED BEAMS SHALL BE COMBINATION /20 -F -E3 OF/OF INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. 2 EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER. 3. ALL STRUCTURAL GLUE-LAMNATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY. A CERTIFICATE OF INSPECTION MUST BE PROVIDED TO THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURAL GLUE -LAMINATED LUMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SMALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED BY THE UNIFORM BUILDING CODE 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL DE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING WHALL BE PROVIDED DURING ERECTION. 7. THE LAMINATED BEAMS SMALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. & ALL GLUE -LAMINATED BEAMS SHALL BE FABRICATED WITHOUT CAMBER UNLESS NOTED OTHERWISE ON DRAWINGS FRAMING NOTES 1. ALL STEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 2 ALL STRUCTURAL PLYWOOD SHALL CONFORM TO (PS -1-83) AND SMALL BE IDENTIFIED WITH D.FP.A. GRADE TRADE MARE. 3. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF (8) SQUARE FEET AND SHALL EXTEND TO (3) BEARINGS MINIMUM WITH FACEGRAIN PERPENDICULAR TO JOISTS 4. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE MOCKED (SHEAR WALLS ONLY). 5. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF DIAPHRAGM NAIUNG INSPECTION. S. PROVIDE OW13LE JOISTS OR DOUBLE MOM AROUND ALL OPENINGS ON ROOF. NO OPENINGS WILL BE PERMITTED IN ROOF OTHER THAN THOSE SHOWN WITHOUT THE ENGINEER'S APPROVAL NAILING SCHEDULE CONNECTION NAILINO 1. JOIST TO SILL OR GIRDER. TOENAIL .......................... 3-8d 2 BRIDGING TO JOIST. TOENAIL EACH END ....................... 2-8d 3. 1'x8- SUBFLOCR OR LESS TO EACH JOIST. FACE NAIL ............ 2-8d 4. WIDER THAN 1-x6- SUBFLOOR TO EACH JOIST, FACE NAIL .......... 3--8d 5. Y SUBFLOOR TO JOIST OR GIRDER. BUND AND FACE NAIL ........ 2-15d 6. SOLE PLATE M JOIST OR BLK'G. TYPICAL FACE MNL ....... 16d O 16.0/0 SOLE PLATE TO JOIST OR BLK'G. AT BRACED WALL PANELS . 3-16d PER 16' 7. TOP PLATE TO SMD, END NAIL .............................. 2-16d & STUD TO SOLE PLATE ............... 4-8d TOENAIL OR 2-16d END NAIL 9. DOUBLE STUDS FACE NAIL ........ .............. ... 18d O 24.0% 10. DOUBLE TOP PLATES. TYPICAL FACE NAIL ............... 16d O 18.0% DOUBLE TOP PLATES. LAP SPLICE ........................... 6-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE. TOENAIL ... 3-8d 12 RIM JOIST TO TOP PLATE. TOENAIL ...................... 8d O 8'o% 13, TOP PLATES. LAPS AND INTERSECTIONS FACE NAIL ............. 2-16d 14. CONTINUOUS HEADER. TWO PIECES ........16d O 16.0/D ALONG EACH SIDE 15. CEILING JOISTS TO PLATE. TOENAIL .......................... 3-8d 16. CONTINUOUS HEADER TO STUD. TOENAIL ....................... 4-8d STS. 17. COLING JOILAPS OVER PARTITIONS, FACE NAIL ............. 3-16d 1& CEILING JOISTS TO PARALLEL RAFTERS. FACE NAIL ............. 3-18d 19. RAFTER TO PLATE. TOENAIL ................................ 3-8d 20. 1' BRACE TO EACH STUD AND PLATE. FACE NAIL ............... 2-8d 21. 1'x8- SHEATHING OR LESS TO EACH BEARING. FACE NAIL ......... 2-8d 22 WIDER THAN 1'x8' SHEATHING TO EACH BEARING FACE NAIL ...... 3-8d 23. BUILT-UP CORNER STUDS ............................ I6d O 24'0/e 24. BUILT-UP GIRDER AND BEAMS ....... 20d O 32'o/c O TOP & BOTTOM h STAGGERED 2-20d O FIDS R SPLICES 25. 2' PLANKS .............................. 2-16d O EACH BEARING FRAMING DETAILS AND NOTES ZJF- F- W -- F -O W Z W006 X C (n U N InNOM O OW O O >QODO a.}v`ti°� U ��W (j) EF W Z W O (n t/0 o I Z g � I w ti _j to Q W7 J N IL N O LO O LL m CI U) O CL Lo C LO m U Q YU O (0 J C (6 V � (0 C J c ; EU O 5, U w nm ON d o SCALE: UA I t: 07-21-08 SHEET A 07 OF 14 1Jill ffiw.i woods- M1010- avowl TYPICAL SHEAR WALL DETAIL � t , �. V1•T TE OF - SHEAR WALL AS NOTED ON PLAN. TYPICAL EACH SIDE OF OPENING. REFER r0 DETAILS ON THIS SHEET FOR SPECIAL INSTRUCTIONS FOR THE INSTALLATION OF ALL HOLD- DOWNS AND ANCHOR BOLTS. } 4x SOLID BLK'G ABOVE AND / BELOW OPENING. EXTEND 3 SND BAYS AS SHOWN AND SECURE WITH SIMPSON CS COILED STRAP WITH 10d O 6•. PLYWOOD PANEL ABOVE 8 BELOW ALL OPENINGS. SIMPSON HOLDDOWN AS NOTED ON FOUNDATION PLAN. FERAL I. THESE N07M AND SPECIFICATIONS ON STRUCTURAL DRAWINGS GOVERN IN CASE OF CONFLICT WITH OTHER SPECIFICATIONS NOTIFY ENGINEER OF CONFLICTS WITH OTHER SPECIFICATIONS IMMEDIATELY. 2. NOTES AND DETAILS ON STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, SPECIFICATIONS AND DETAILS PROVIDED ON SHEET 501. WHERE NO DETAILS ARE SHOWN. CONSTRUCTION SHALL CONFORM TO SIMILAR WORE ON THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORE. ANY DISCREPANCIES SMALL BE REPORTED TO THE OWNER IMMEDIATELY. 4, DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE & ALL WORK SHALL CONFORM TO THE STANDARDS OF THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE AND THE REGULATIONS OF THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES. e. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL (MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC, 7. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS. SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR REVISION. & CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATmNs OR BURIED STRUCTURES SUCH AS CESSPOOLS. CISTERNS, FOUNDATIONS ETC. IF ANY SUCH STRUCTURES ARE FOUND. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING 10. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION AS DEFINED IN THE UNIFORM GUIDING CODE 1702 THIS IS A REQUIREMENT OF THE BUILDING OFFICIAL GENERAL FOUNDATION NOTES 1. ALL REQUIRED FILL AMD BACKFILL SMALL BE COMPACTED TO AT LEAST 901 OF THE MAXIMUM DENSITY OBTAINABLE BY THE A.S.T.M. DESIGNATION (0-1557-70T) METHOD OF COMPACTION. FLOWING OR JETTING IS NOT PERMITTED. 2 ALL FOOTINGS SHALL EXTEND TO A DEPTH OF AT LEAST 18* BELOW THE ADJACENT FINAL GRADE OR FLOOR LEVEL, UNLESS NOTED OTHERWISE ON PLANS OR DETAILS 3. LARDER ALL INTERIOR CONCRETE FLOOR SLABS ON GRADE, PROVIDE A 2- LAYER OF MOIST SAND OVER AN IMPERMEABLE MEMBRANE OVER PROPERLY GRADED SUBCRADE 4, ALL CONCRETE FLOOR SLABS ON GRADE SHALL BE A MINIMUM OF 3 1/2- THICK. 5. ALLOWABLE SOIL PRESSURES DEAD LOAD PLUS LIVE LOAD: 1.500 PSF WAND LOAD AND SEISMIC LOAD: 2000 PSF REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE A.ST.M. (A-815-40). 2 USE LOW HYDROGEN ELECTROOES, GRADE (E-70) FOR WELDING REINFORCING BARS 3. ALL REINFORCING SHALL BE SECURELY TED AND BRACED IN PLACE PRIOR TO POURING CONCRETE OR PLACING MASONRY. 4. REINFORCING BARS MARKED CONTINUOUS SHALL BE SPLICED WITH A MINIMUM LAP OF (40) BAR DIAMETERS IN MASONRY AND (30) BAR DIAMETERS IN CONCRETE 5. PROVIDE THE FOLLOWING MINIMUM COVERING OF CONCRETE BELOW GRADE (UNFORMED) .......... 3- CR. BELOW GRADE (FORMED) . 2- CLR. 8. REINFORCING STEEL SHOP DRAWINGS FOR STRUCTURAL CONCRETE SLAB AND BEAMS SMALL BE SUBMITTED TO THE STRUCTURAL ENGINEER THROUGH ARCHITECT FOR REVIEW PRIOR TO FABRICATION. CONCRETE 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE 2 ALL CEMENT SHALL CONFORM TO THE A.ST.M. (C-150) TYPE I OR TYPE 9. 3. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.ST.M. (C-33) FOR STANDARD WEIGHT CONCRETE 4. ALL AGGREGATE SHALL BE COMPARABLE TO -SAN GABRIEL VALLEY AGGREGATE THE SHRINKAGE SHALL BE AS PER ASTM. (C-33) WITH THE AVERAGE DRYING SHRINKAGE NOT TO EXCEED 0.041 AT 28 DAYS 5. DRYPACK SHALL BE COMPOSED OF ONE PART PORTAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 6. ANCHOR BOLT$ DOWELS. INSERTS, ETC. SHALL BE SECURELY TED IN PLACE I PRIOR M POURING CONCRETE. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET%EaE3) DAYS. OR BY AN APPROVED WRING COMPOUND. & ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE WRIE NGTN AT3'V 28 DAYS. UNLESS NOTED OTHERWISE CONCRETE MIX SHALL BET2-1/2 PARTS SAND. AND 3-1/2 PARTS GRAVEL (GRADE -C7. T CEMENT RATIO SHALL NOT EXCEED 7.5 GAL PER SACK OF CEMENT. MINIMUM OF S SACKS OF CEMENT PER CUBIC YARD. 9. ANCHOR BOLT. HOLDOOWNS. AND POST BASE SIZES AND LOCATIONS SHALL BE PER STRUCTURAL PLANS THE PLACEMENT OF THESE ITEMS SHALL BE COORDINATED WITH THE FRAMING CONTRACTOR. 10. REFER TO ARCHITECTURAL. MECHANICAL. ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR FNISHc% DONS. PITS. ETC. GENERAL NAILING NOTES 1. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF TOENAILS. 2 PRE -DRILL ALL NAILS 20d OR LARGER. 3. ALL NAILS SHALL BE COMMON WINE NAILS UNLESS NOTED OTHERWISE ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. TABLE NO. 23-1-0. LUMBER 1. ALL STRUCTURAL LUMBER SMALL BE GRADED IN ACCORDANCE WITH THE GRADING AND DRESSING RULES (NO. 16) OF THE WEST COAST LUMBER INSPECTION BUREAU. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 3, HOLES FOR BOLTS SHALL BE BORED WITH A BIT (1/32- TO 1/187 LARGER THAN THE NOMINAL BOLT DIAMETER- 4. IAMETER4. ALL BOLTS SHALL BE RE -TIGHTENED PICR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2'x4' SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS 7. ALL STRUCTURAL PLYWOOD SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND CONFORM TO (PS -1-83). EACH SHEET SHALL BE IDENTIFIED WAIN AN A.P.A. GRADE TRADE MARK. SEE DRAWINGS FOR GRADE AND THICKNESS & ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE 9. ALL JOIST HANGERS SHALL BE-SIMPSON% -ARCH-RIB' OR AN APPROVED EQUAL 10. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH OR THE YELLOWING GRADES UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS STUDS PLATES. BLOCKING ........................ OONST.-1051! BEAMS STRINGERS 6x k LARGER MEMBERS .......... No. 1-13WI POSTS R MULLIONS ....................... No. 1-12ODf ROOF PLANKING h DECKING ...................... COM. OEX.-1450! JOISTS h PLANKING 23. 3x k 4x MEMBERS 6' & WIDER .. No. 1-1000f RAFTERS. INCLUDING 2x4, 3x4 & 4x4 ................ No. 1-11501 BOARDS. SHEATHING @ STRIPPING .................. CONST. GRADE SILLS, PLATES, SLEEPERS, POSTS ......... CONST. GRADE WOOD AGAINST CONCRETE AGAINST EARTH .......... PRESSURE TREATED 11. ALL NAILS SMALL BE COMMON WUiE AND CONFORM TO TABLE NO. 23-1-G OF THE 1994 U.B.C. GLUE -LAMINATED BEAMS 1. GLUE -LAMINATED BEAMS SHALL BE COMBINATION /20 -F -E3 OF/OF INDUSTRIAL APPEARANCE GRADE WHERE NOT EXPOSED AND ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED. 2 EXTERIOR GLUE SHALL BE USED WHERE LAMINATED BEAMS ARE EXPOSED TO WEATHER. 3. ALL STRUCTURAL GLUE-LAMNATED LUMBER SHALL BE INSPECTED DURING LAMINATION BY AN APPROVED INSPECTION AGENCY. A CERTIFICATE OF INSPECTION MUST BE PROVIDED TO THE BUILDING DEPARTMENT. 4. EACH PIECE OF STRUCTURAL GLUE -LAMINATED LUMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AND SMALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION AS REQUIRED BY THE UNIFORM BUILDING CODE 5. INDUSTRIAL APPEARANCE LAMINATED BEAMS MAY BE GROUP WRAPPED, ARCHITECTURAL APPEARANCE LAMINATED BEAMS SHALL DE INDIVIDUALLY WRAPPED. 6. ADEQUATE BRACING WHALL BE PROVIDED DURING ERECTION. 7. THE LAMINATED BEAMS SMALL BE FURNISHED AND DETAILED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. & ALL GLUE -LAMINATED BEAMS SHALL BE FABRICATED WITHOUT CAMBER UNLESS NOTED OTHERWISE ON DRAWINGS FRAMING NOTES 1. ALL STEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 2 ALL STRUCTURAL PLYWOOD SHALL CONFORM TO (PS -1-83) AND SMALL BE IDENTIFIED WITH D.FP.A. GRADE TRADE MARE. 3. EACH SHEET OF PLYWOOD SHALL CONTAIN A MINIMUM OF (8) SQUARE FEET AND SHALL EXTEND TO (3) BEARINGS MINIMUM WITH FACEGRAIN PERPENDICULAR TO JOISTS 4. ALL UNSUPPORTED PLYWOOD EDGES SHALL BE MOCKED (SHEAR WALLS ONLY). 5. THE BUILDING DEPARTMENT SHALL BE NOTIFIED FOR ROOF DIAPHRAGM NAIUNG INSPECTION. S. PROVIDE OW13LE JOISTS OR DOUBLE MOM AROUND ALL OPENINGS ON ROOF. NO OPENINGS WILL BE PERMITTED IN ROOF OTHER THAN THOSE SHOWN WITHOUT THE ENGINEER'S APPROVAL NAILING SCHEDULE CONNECTION NAILINO 1. JOIST TO SILL OR GIRDER. TOENAIL .......................... 3-8d 2 BRIDGING TO JOIST. TOENAIL EACH END ....................... 2-8d 3. 1'x8- SUBFLOCR OR LESS TO EACH JOIST. FACE NAIL ............ 2-8d 4. WIDER THAN 1-x6- SUBFLOOR TO EACH JOIST, FACE NAIL .......... 3--8d 5. Y SUBFLOOR TO JOIST OR GIRDER. BUND AND FACE NAIL ........ 2-15d 6. SOLE PLATE M JOIST OR BLK'G. TYPICAL FACE MNL ....... 16d O 16.0/0 SOLE PLATE TO JOIST OR BLK'G. AT BRACED WALL PANELS . 3-16d PER 16' 7. TOP PLATE TO SMD, END NAIL .............................. 2-16d & STUD TO SOLE PLATE ............... 4-8d TOENAIL OR 2-16d END NAIL 9. DOUBLE STUDS FACE NAIL ........ .............. ... 18d O 24.0% 10. DOUBLE TOP PLATES. TYPICAL FACE NAIL ............... 16d O 18.0% DOUBLE TOP PLATES. LAP SPLICE ........................... 6-16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE. TOENAIL ... 3-8d 12 RIM JOIST TO TOP PLATE. TOENAIL ...................... 8d O 8'o% 13, TOP PLATES. LAPS AND INTERSECTIONS FACE NAIL ............. 2-16d 14. CONTINUOUS HEADER. TWO PIECES ........16d O 16.0/D ALONG EACH SIDE 15. CEILING JOISTS TO PLATE. TOENAIL .......................... 3-8d 16. CONTINUOUS HEADER TO STUD. TOENAIL ....................... 4-8d STS. 17. COLING JOILAPS OVER PARTITIONS, FACE NAIL ............. 3-16d 1& CEILING JOISTS TO PARALLEL RAFTERS. FACE NAIL ............. 3-18d 19. RAFTER TO PLATE. TOENAIL ................................ 3-8d 20. 1' BRACE TO EACH STUD AND PLATE. FACE NAIL ............... 2-8d 21. 1'x8- SHEATHING OR LESS TO EACH BEARING. FACE NAIL ......... 2-8d 22 WIDER THAN 1'x8' SHEATHING TO EACH BEARING FACE NAIL ...... 3-8d 23. BUILT-UP CORNER STUDS ............................ I6d O 24'0/e 24. BUILT-UP GIRDER AND BEAMS ....... 20d O 32'o/c O TOP & BOTTOM h STAGGERED 2-20d O FIDS R SPLICES 25. 2' PLANKS .............................. 2-16d O EACH BEARING FRAMING DETAILS AND NOTES ZJF- F- W -- F -O W Z W006 X C (n U N InNOM O OW O O >QODO a.}v`ti°� U ��W (j) EF W Z W O (n t/0 o I Z g � I w ti _j to Q W7 J N IL N O LO O LL m CI U) O CL Lo C LO m U Q YU O (0 J C (6 V � (0 C J c ; EU O 5, U w nm ON d o SCALE: UA I t: 07-21-08 SHEET A 07 OF 14 i H Z �I I O cFn o I � wo 06 Q� i a0Z �a I I °LL I I I I N C. I I Cn� o I I N �Lu cc)ra. I I p�NCC C I 'o ui��o � I I I O Q a c �j U co c.,� I WW1-'�� U I �� 0 I Uj~cn w I I I wZW OU c 3 I I I Y00 Z m0 I ow r --j c `° Icaa�� co I E—a� EU o I I I 2- r- 0 uu I°" 0 Ix r' I u. d co I — co co I acini LoL t I � ON a) m °MAa rn U ul I I Q Z (I �� Z I �g ° z ITY4 OF LA dUINTA o JILDING & S� F DEPT. � wU- 'R ED o wQ PP FO CON R CTION I SCALE: BY Y I I DATE: 07-21-08 OORK PLAN SHEETA O Q i I OF 14 .08 C7 EXISTING BLOCK WALL ON P.L. IQ 9R' FISTING BLOCK WALL, TYP. D WC) w P �D___- ----- o-0G)� D0 qC C) O z, LLAGEo r D Z www.design-interfa-8941 FOR: STOKER POOLS � = y n 760-578-8941 REVISIONS: M m D 44-267 MONTEREY AVEf.. STE. C 09-18-08 M O��IG ERFA' PO BOX 5786 760.772.1111 - office DESERT,LM 760.772.0012 - fax D2260 �N�LA QUINTA, C 92248-5786 LICENSE # C53 820132 POOL, SPA & FLATWORK (� o o PREPARED BY: PROJECT: Jim and Jan Lhotka Cabana, Pool & Spa PLAN OD 2 TAMARA FARRINGTON 81923 Elynor Ct., La Quinta, CA rn x Z 0 • a 0 rn � k 0 0 0 FISTING BLOCK WALL, TYP. D WC) w P �D___- ----- o-0G)� D0 qC C) O z, LLAGEo r D Z www.design-interfa-8941 FOR: STOKER POOLS � = y n 760-578-8941 REVISIONS: M m D 44-267 MONTEREY AVEf.. STE. C 09-18-08 M O��IG ERFA' PO BOX 5786 760.772.1111 - office DESERT,LM 760.772.0012 - fax D2260 �N�LA QUINTA, C 92248-5786 LICENSE # C53 820132 POOL, SPA & FLATWORK (� o o PREPARED BY: PROJECT: Jim and Jan Lhotka Cabana, Pool & Spa PLAN OD 2 TAMARA FARRINGTON 81923 Elynor Ct., La Quinta, CA MINIMUM 2 X 8 STUDS 43.0 MINIMUM ,,., MINIMUM INSTALLATION TYPES 518' DRYWALL OPENING OPENING 1 HOUR FIRE RATING LINE ENTIRE CAVITY (5 SIDES) SUB -FLOOR 5/8' DRYWALL CAP 518' DRYWALL SUBFLO MIN. 2 x 8 FIXTURE WHIP w/ CONNECTORS CONNECTION MADE AT JUNCTION BOX JUNCTION BOX ON TOP OR SIDE 3.750 L ADJUSTABLE TABS 0000000000 000 000000000 000 0000000000 0 0 0 0 0 O 0 0 17.0000 0 O O O O 0 O O O 000000000000000000000000000000000000000000 I- - 47.00 - NOTES: Heater suspends (Gravity) by resting on adjustable tabs in flush mount fixture. Mounting holes on Surface Flange to be determined and drilled by Contractor/Installer. Supplied with Hi -Temp Fixture Whip and 2 Hi -Temp Wire Nuts Coil excess flex into heater cavity Use Licensed Electrician ONLY 4.000 SURFACE VIEW 1 1/2' CLEAR 900 FROM HOLES HEATER FLUSH w/ FINISHED CEILING DECORATIVE TRIM COVERING FLANGE HEATER FLUSH w/ FLANGE EXPOSED FLANGE e F-1 HEATER, / G..C.I. SURFACE ' MOUNT, INSTALLED IN OVERHEAD I SOFFIT I I I � II 1\ FA HEATER, SURFACE v MOUNT, INSTALLED IN �G.F.C.I G.F.C.I O.R M 3 -WAY SWITCH HIGH EFFICACY RECESSED CEILING LIGHT RECESSED CEILING LIGHT, WATER TIGHT SYMBOLS LEGEND } DUPLEX OUTLET DUPLEX GFCI OUTLET OUTDOOR RATED DUPLEX GFCI OUTLET SWITCH 0 0 OO O EXTERIOR RATED CLG. FIXTURE W/ MOTION SENSOR W/ MANUAL ON/OFF SWITCH & PHOTOCELL EXTERIOR RATED HIGH EFFICACY CLG. FIXTURE * tCHIGH EFFICACY EILING MOUNT LIGHTING FIXTURE EXHAUST FAN (MECH. VENTED) SURFACE MOUNT OUTDOOR HEATER INFRATECH UL#E29825 * HIGH EFFICACY LIGHTING SHALL BE 18 WATT, 1 10 VOLT, 4 PIN FLUORESCENT LIGHTING. NOTES: A) High Efficacy Luminaires for residential lighting shall contain only high efficacy lamps and shall not contain a medium screw base socket (E24/E26). A high efficacy lamp has a lamp efficacy that is no lower than the efficacies contained in TABLE 150-C. �B) Permanently installed luminairies that are not high efficacy are allowed provided they are controlled by a motion sensor(s) with a manual on/off switch and entegral photocell. (California Energy Code 150(k)6) �C) Luminaires that are recessed into insulated ceilings are required to be IC & AT rated (insulation contact and airtight). Electronic ballasts are required in all high efficacy luminaries of 13 watts or higher. D) Provide at least one 20 -amp. branch circuit to serve bathroom receptacles. Such circuit(s) shall have no other outlets. (CEC sec. 210.11 (C)(3), 210.52 (D)) E) Bond grounding electrode to metal gas and wter piping (CEC sec. 250.104(A) & (B) Q SINGLE LINE DIAGRAM 200 AMP 120/240 VOLT SINGLE PHASE SERVICE C 200 AMP MAIN PANEL 30' - #8 REBAR ENCASED IN CONCRETE FOOTING FOR LIFER GROUND. 2" CONDUIT - 3-3/0 CU AND 1-#6 BOND D ELECTRICAL DEMAND CALCULATIONS: Existing Main House Square Footage: 2,243 sq.ft. Other Load Watts 3 watts x square footage 6,729 4) 20amp small appliance circuits at 1500 watts 6,000 1 Ovens 4,500 1 Cooking Unit 8,000 1 Garbage Disposals 600 Laundry Circuit 1,500 Clothes Dryer 7,200 Dishwasher 1,200 Washer 1,500 Yard Lighting 4,000 Pool Equipment 8,000 Total Other Load: 49,229 1st 10,000 watts at 100% 10,000 Remainder at 40% 15,692 Total Other Load Watts: 25,692 Air Conditioning Four — 37 amp, 230 volt air conditioning units Number units: 2 A.C. AMPS — 37 Amperes: 74 A.C. WATTS — 17,760 TOTAL WATTS — 43,452 TOTAL EXISTING AMPS — 181 New Cabana Square Footage: 155 Other Load Watts 3 watts x square footage 465 (2) 20amp small appliance circuits at 1500 watts 3,000 Total Other Load: 3,465 TOTAL WATTS — 3,465 100 AMP cu CIL CITY OF LA QUINTA TOTAL NEW AMPS — 14 SUB PANEL BUILDING & SAFETY DEPT. o a (TYPICAL) APPROVED TOTAL NEW AMPS — 195 F-1 O< cD CCoo U(aCV) ~ U ca W ~ U * of r U FOR CONSTRUCTION O c9 #3/0 CU CONTINUOUS TO WATER AND GAS. EXISTING MAI CABANA ELECTRICAL PLAN VA 0 00 Fn r00 _ - w o W Q J _U Of Z H J W 11 J W am cu CIL XU) Z-6 rr ^^ VJU ' N o a O�NON (0 m rn�V O< cD CCoo U(aCV) ~ U ca W ~ U * of r U U O c9 WzWfA!F=W W0U) —1.S c� iOO I z and O� U c -j � C CLE U U) z CD c wW o 1 O0) Co am Ic co 'In 11*0- o't N LO m N dQ �m rn V � z �, z g o Z z Z mQ L /A `/ LL LU g co LL/ w 5 jo a9 SCALE: /4„_ 1'-0" DATE: 07-21-08 SHEETE 01 OF 14 PLUMBING NOTES: ca a 1. DOMESTIC WATER PIPING INSIDE TEH BUILDING, BELOW GRADE SHALL BE TYPE I COPPER INSTALLED WITHOUT JOINTS. PIPING ABOVE GRADE SHALL BE TYPE M COPPER. (D co 0� JOINTS SHALL BE SOLDERED WITH LEAD-FREE SOLDER. o1S 2. DOMESTIC WATER SERVICE PIPING SHALL BE TYPE I COPPER INSTALLED WITHOUT JOINTS. O 3. PROVIDE SHUT-OFF VALVE @ BUILDING ENTRANCE. VERIFY LOCATION OF UNDERGROUND HAZARDS PRIOR TO TRENCHING. a° 4. SANITARY PIPING SHALL BE ABS OR PVC. C 5. PROVIDE TEMPERATURE & PRESSURE RELIEF VALVE W/ DRAIN TO EXTERIOR @ WATER HEATERS. WATER HEATERS TO BE ON 18" HIGH PLATFORM AS PROVIDED BY m FRAMING CONTRACTOR. U 6. PROVIDE HARD WATER PIPING & ANTI -SIPHON DEVICE @ HOSE BIBBS. YU 7. PROVIDE RECESSED WATER BOX W/ SHUT-OFF VALVE @ REFRIGERATOR & CLOTHES WASHER. 8. PROVIDE COPPER WATER LINE TO REFRIGERATOR BOXES @ KITCHEN & WET BAR AREAS AS REQUIRED. J�/:yy 9. PROVIDE GAS PIPING & S.O.V. TO LOCATIONS INDICATED ON FLOOR PLAN. VERIFY HVAC UNIT SIZE, LOCATION & DEMAND W/ HVAC CONTRACTOR. m V 10. PROVIDE FUTURE POOL GAS LINE STUB [(1) 1/2" LINE]. VERIFY LOCATION W/ OWNER. (6 J 1 l . PROVIDE PRESSURE REDUCING VALVE @ WATER METER AS REQUIRED. C (6 12. ALL HOT WATER LINES TO BE INSULATED 100%. _ U ECD 13. PLUMBER TO FILL ALL Hof/ COW SEWERBOX-OUT 14. BID COMPLETE WATER & YS EM. CONFIRM W/ OWNER IF FIXTURES ARE TO BE BID, OR O.F.C.I. F- >, ROOFING15. PROVIDE SECOND JACK WHEN REQUIRED FOR W/ 5 From 16. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70" ABOVE THE DRAIN INLET. (CBC 1210.3) N511N6 17. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE W/ ASTM C1 178, C1288 OR C1325, SHALL BE INSTALLED AS A BASE FOR WALL TILE IN TUB a o AND SHOWER AREAS AND WALL/CEILING OF SHOWERS. (CBC SEC. 2509.2) �G G P,I 5112 18. PROVIDE A NON -REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXPTEIOR HOSE BIBS. �NC� MAX. FLUSH VOLUMES & FLOW RATES: WATER CLOSETS: 1.6 GALLONS PER FLUSH (BLOWOUT TYPE EXEMPT). SHOWER HEADS: 2.5 GALLONS PER MINUTE. FAUCETS: 2.5 GALLONS PER MINUTE (SINK & LAVS). PLUMBING WASTE ISOMETRICS a 8!c 311 A135 C.O. 'mss I X211 t?00r V�Nr CITY OF LA QUINTA BUILD114G & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE I BY. N.6, W.C. App1\X, 181 OF 3IIV5 PH, 00 0 oAi& aA eamw 9% aw"up To %Aos;rl sKs111" . VI A35 PHJ/411 5L,on To 5mr, CABANA PLUMBING PLAN SCALE: y4,.=1'-0" DATE: 07-21-08 SHEETP 01 OF 14 ca a x (D co 0� ,m o1S '' ^^ VJV' O J w C) a° OcoN5IN M N C W O m Oc4 Q U c �W~�U U N of'� YU L.LLLJ wUkci WZW OW J�/:yy -O o Z m V � W O- J r U (6 J cc) C (6 N d N _ U ECD co F- >, Z UW O0) LL a o SCALE: y4,.=1'-0" DATE: 07-21-08 SHEETP 01 OF 14 0 f0 coco (D co 0� Lo LQ x00 , N0 N co °Q w_ U lux � v 2 _ La_ C'! 0 Z z mQ z w W LL [CIO Lu � as SCALE: y4,.=1'-0" DATE: 07-21-08 SHEETP 01 OF 14