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MUP 2007-882
41 -- � of La Quinta munity Development Department 95 Calle Tampico ►uinta, California 92253 ) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. 6-1— ' KZ Date R vd. \, , -7 Fee: Related Apps.: Logged in by: An Event of More Than 2,000 People, include Waste Reduction Info APPLICATION 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 (Print) MAILING ADDRESS ' Q A r -) �)� #3 Phone No. J? / nn ,3— J Y ,o CITY, STATE, ZIP: 4rAo Fax No. 9 2 q — 61 g6 PROPERTY OWNER (If different): (Print) / MAILING ADDRESS: � 6 Cca� Phone Not 5z, "X --,7,- CITY, STATE, ZIP: QD�Oo1 Fax No._j Zf,) Oa __ 7! 7 f PROJECT LOCATION: ,-� , �Ss 'fl/ PROPOSED J ON (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): PL L AI8\Minor Use Permit SUB MISS ON�LTIREMENTS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 81/2" x I I" sheet or folded down to 81/z" x I 1". ❑ 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. + + + + l• + + + + + + + + + n,�-A NAME OF APPLICANT3/2z ,V' SIGNATURE OF APPL NAME OF PROPERTY DATE J� a (Please Pri SIGNATURE OF PROPERTY OWNER(S), , IF NOT SAME AS APPLICANT: DATE (Signature provides consent forppli ant iv use e# o c 'vity). DATE d (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. AI Minor Use Permit a March 9, 2007 Mr. Keith Brinson San West Construction, Inc. 74-885 Joni Drive, Ste. 3 Palm Desert, CA 92260 SUBJECT: MINOR USE PERMIT 07-882 CASITA: 54-555 SOUTHERN HILLS Dear Mr. Brinson: eFllE COPY Your request for approval of Minor Use Permit 2007-882 allowing the construction of a casita at 54-555 Southern Hills., in La Quinta, is hereby approved. You may now contact the Building & Safety Department for your building permit. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the owner in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder, with a recorded copy given to the City for our files. The Community Development Department will sign the job card when the recorded copy is received, which would provide our clearance to the Building & Safety Department to issue the building final inspection. Until the recorded copy is received by the Community Development Department, your Minor Use Permit is not complete and a final inspection will not be conducted by the Building & Safety Department. Should you have any questions, please call me at (760) 777-7125. Sincerely, ERIC CEJA Assistant PI nner Attachments C. Building and Safety Department P.O. Box 1504 • LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO • LA QUINTA, CALIFORNIA 92253 �� (760) 777-7000 -FAX (760) 777-7101 RECORDING REQUESTED BY: Keith Brinson 74-885 Joni Drive Palm Desert, CA 92260 WHEN RECORDED PLEASE MAIL TO: Matthew Jenkins 54-555 Southern Hills La Quinta, CA 92253 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCES AT 54-555 SOUTHERN HILLS LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed this 9t' day of March by Matthew Jenkins as the recorded owner(s) of the 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 he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: APN 775-101-059, in the City of La Quinta, County of Riverside, State of California 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 guest house may not be rented nor sold independent of the main single- family residence (Minor Use Permit No. 07-882); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.110 (Guest Houses) of the La Quinta Municipal Code; 3. All on -site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used .primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. 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 0 - 0 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. This Covenant and Agreement and the provisions hereof are irrevocable, 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. By: 1. 2. 3. Signature(s) Printed Name of all owner(s) 31-1107 Les .mpson Date Planning Manager City of La Quinta • • ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTACHED IN 8 1/2 X 11" FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA) COUNTY OF RIVERSIDE) ss. CITY OF.LA QUINTA) On 3 -8 '�7 , bef re me, , , Notary Public, appeared - rY ic, personally personally known to me or proved to me on the basis of sa factory 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 same in his/her/their authorized capacity(ies), 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 Signature of the Notary Public l lOz �La�jw�,+Wpo�111 op�f ollgny MoloN Lt; U0IMtUWo3 V7jYYKd Feb 08 07 04:01 p 02/07/2007 16:07 FAX 760 771 5126 PGA WLL R' !(fib WYr. p.2 PGA WEST - RESIDENTIAL MOCiAMOK INC. January 2, 2007 Mr. & Mrs. Matthew Jenkins 54-555 Southern Hills La Quinta, CA 92253 Dear Mr. & Mrs. Jenkins: The Architectural Committee received your revised drawings received in the 1110A office on December 5, 2006, Sheets 1-5. Iiie revised preliminary drawings now include the requested conditions of our previous correspoodence. Based on our review, the project as proposed is acceptable ggn-4jag the receipt of linal drawings and a copy of the city building pennit. Your final drawings submittal must include a professionally prepared landscapelirrigation plan. pie --Ise include the proper wall extension and angled transition. Plans must also p"avide more stiuctural and architectural information on the `trellis' and the revised barbecue. No wort: can proceed until a final approval of the architectural variance package is granted. Wc: look forward to receiving your completed submittal. If you have any questions, please contact me at 760-771-1234, ext. 15. Sincereiy, C Ke *Meakliiard Operations Manager For the Architectural Committee Cc: Architectural Committee ****DO NOT START ANY WORK UNTIL YOU HAVE RE EIV_ED AN ApP1dOY;AL LETTER & SET OF T/ON 1NC. ARCHITECTURAL THE PGA WEST ESIDENTIAL AS COAIh1ITTEE**** 54-320 Southern Hilts. La OuinW California 92253-5665. Telephone 760-771-1234 FAX 760-771-5125 Feb 08 07 04:01 p 0 CONSTRUCTION, INC. FACSIMILE TRANSMITTAL SHEET TO: FROM: Eric NWd Br inson COKfPANY: PATE: City of La Quinta. 02/07/2007 PAX NUMBER. TOTAL NO. OF PAGES INCLUDING COVER 760.777.1233 2 PHONE NUMBER: SENDER'S PHONE NUMBER: 760.777.1235 ('760) , 73-4487 RE: SENDER'S FAX NUMBER Jenkins Residence (7R 779-MB ❑ URGENT ❑ FOR RFVIF.VP ❑ PTAASF'. COMMA FN't ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Please see attached. 74-885 JONI DRIVE UNIT 3, PALM DESERT, CA 92260 M1 _ .......:=. . ., III:..,...........:,..-,.,..�, , I U PGA West I ®5 ern Hills, Lai Quints, CA. 92253 GENERAL NOTES 1. ALL WORK,MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE THE 2001 CBC CODES, 2001 OPC, 2001 CMC AND 20011 CEC CODE EDITIONS. ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND EXISTING CONDITIONS THEREON BEFORE COMMENCING WORK. REPORT ANY DISCREPANCIES ANDIOR POTENTIAL PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK, 4. CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF THE INFORMATION OF THE DOCUMENTS. 5. CONTRACTOR SHALL CONFIRM THAT PROPER FINISH GRADE ELEVATIONS HAVE BEEN PROVIDED AT THE PERIMETER OF THE BUILDING AREAS, REFER TO BUILDING AND ADJOINING AREAS, REFER TO BUILDING PLANS. REPORT ANY DISCREPANCIES TO THE DESIGNER PRIOR TO PROCEEDING WITH ROUGH GRADING 6. PROVIDE PIPE GUARDS AT ALL ABOVE GROUND UTILITY EQUIPMENT AS DICTATED BY GOVERNING AGENCIES, 7. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES TEMPORARY GUARD RAILS, AND / OR CANOPIES AS REQUIRED BY THE LOCAL AGENCIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY, 9. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION AMONG HIS VARIOUS SUBCONTRACTORS. 10. IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGS ANDIOR SPECIFICATIONS, THE MORE COSTLY OR MORE RESTRICTIVE CONDITIONS SHALL BE DEEMED THE CONTRACT REQUIREMENT, UNLESS OTHERWISE STATED IN WRITING, FROM THE DESIGNER. 11, IITEMS� WITH THE P PLUMBING, ELECTRICAL,CTOR SHALL OORDINATE ALL GAS, TELEPHONE, AND CABLE TV DRAWINGS. 12 CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT MANUFACTURERS. 13, NOTIFYGENERAL CONTRACTOR SHALL L L APPLICABLE LOCAL GOVERNING, AUTHORITIES AND UTILITIES TO COVERING UP ANY WORK REQUIRING INSPECTION. 16, PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRC. 17. ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED WITH APPROPRIATE SEALANT MATERIAL. is, UNLESS OTH ERWISE NOTED, ALL EXTERIOR AND INTERIOR EXPOSED METAL, TRIM, TREILLAGE,RAILINGS, MOLDING, FRAMES, CASTING, ETC., SHALL BE PAINTED. 20, SEE SOILS REPORT FOR RECOMMENDATIONS REGARDING CORROSIVE SOILS. ALL METALLIC UTILITY LINES SHALL BE CORROSION PROTECTION. 22, SPECIFY WEATHER -RESISTANCE BARRIER AT ALL EXTERIOR WALLS UBC 1708(AL NOTE TWO (2) LAYERS OF GRADE '"'D0° TYPE PAPER REQUIRED OVER WOOD BASED SHEATHING UBC SEC. 4706(D). 23. THE INSTALLATION INSTALLER SHALL POST IN ACONSPICUOUS PLACE IN THE BLDG. A STATE INSULATION CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSULATION IS CONSISTENT WITH THE PLANS AND CONFORMS TO THE STATE ENERGY REGULATIONS NOTE ON PLANS TITLE 24 PART 1, SECTION 10-103 (A) (3) t8). 24. THE BUILDER SHALL PROVIDE THE BLDG. OWNER MANAGER AND ORIGINAL OCCUPANTS WITH A LIST OF THE FEATURE, MATERIALS, COMPONENTS AND MECHANICAL DEVICES INSTALLED IN THE BUILDING; INSTRUCTION'S ON HOW TO USE THEM EFFICIENTLY AND, MAINTENANCE FOR EFFICIENT OPERATION NOTE ON THE PLANS TITLE 24 PART 1, SECTION. 25, REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION FOR GUTTERS, CURBS AND BERMS AT EDGE OF PAVEMENT. 26. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE DIMENSIONS AND INFORMATION. (HORIZONTAL CONTROL PLAN). 27. ALL SHOP WELDING SHALL BE DONE BY AN "APPROVED" ICBO FABRICATING SHOP PRIOR TO ANY STEEL BEING FABRICATED AND SENT TO THE JOBSITE. THE FABRICATING COMPANY SHALL BE APPROVED BY THE DEPARTMENT OF BUILDING AND SAFETY PER UBC SECTION 306(A) 4, 28L THE CONTRACTOR SHALL FIELD VERIFY THE SITE CONDITIONS AS REPRESENTED IN THE PLANS AND REPORT ANY DISCREPANCIES TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK. 24. UNSS CENTER LINES OF COLUMTED NSE AS S, AND TO FAD OF WALLS. ARE TO 30, WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. ANY QUESTIONS REGARDING SAME SHALL BE REFERRED TO THE DESIGNER. 31, ANY/ALL LUMBER IN CONTACT WITH CONCRETE FLOOR OR FOOTINGS -_--- SHALL BE.F.G- REDWOOD .OR-P-RESSURE-TREATED,''WOLMANIZED°PINE .---- 32 ALL B.UN FORM BUILDINGCODE) REQUIREME R(LNT 5 ITH QUALITY PER U 33. USE APPROVED FLASHING MATERIALS AT ALL EXTERIOR OPENINGS, UNLESS NOTED OTHERWISE, ALL SHEET METAL SHALL BE 24 GAUGE G.I.OR BETTER, PAINTED WITH G.1. VINYL WASH PRIMER AND AZINC DUST PRIMER, EXCEPTING PRETINISHED METAL AS APPROVED BY THE DESIGNER. 34, PROVIDE ONE 15 POUNDWATERPROOF FELT MINIMUM UNDER ALL EXTERIOR COVERING. 35. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTER FLASHING, EXPANSION JOINTS, SHALL BECONSTRUCTED IN SUCH A MANNER TO MAKE THEM WATERPROOF; CAULK AND FLASH WHERE NECESSARY FOR A COMPLETE AND WORKABLE INSTALLATION, 36, CERTIFIED INSULATION MATERIALS PER SECTION 2-5311 W. 37, INSULATION INSTALLED TO MEET FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF SECTION 7073 NOT MORE THAN 25 AND SMOKE NOT MORE THAN 450 38. AIR INFILTRATION IS MINIMIZED BY SPECIFICATION OF TESTED MANUFACTURED DOORS AND WINDOWS AND PROPER SEALING AND WEATHERSTRIPPING PER SECTION 2-5317, 39, CONTRACTORS MUST GANG AND CONCEAL FROM VIEW, ROOF VENTS WHEREVER POSSIBLE. 40. OF DRAIN FROM OWNS OSUTMUST NOT DRAIN ONTO HARDSCAPE OR BE VI 41. LTHE BOR OLDING OFFICIAL PRIOR TO INSTALLATION OF THEUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, ITEM. PROVED TEM. BY 42, PROVIDE PRESSURE REGULATOR C6 FOR WATER SERVICE WHERE STATIC R 43. ALL WORK CALLED FOR IN THESE PLANC SHALL BE EXECUTED WITH EXTREME CONCERN FOR CRAFTSMANSHIP AND SAFETY IN FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. 44. ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY. 45. ALL EXTERIOR FLATWORK SHALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (1% MIN.) 46. THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRI�RTO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK.. SHOULD ANY DEVIATION BE MADE FROM THESE PL,NS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. 47. THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS (i,a. CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE - RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS SO WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACTTHE CONSTRUCTION SCHEDULE. 48. INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. 49 ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NON -CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. 50. THE OWNER AGREES TO HOLD HAPnDI _L u, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE EFRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. 51, ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE,REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH ".AESE PLANS. 52, VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOC,'i3ONS, ETC. 53. COMPLY UNDERTH ALL UTILITY GROUND COMPANY UND RELATED CONDUITS, PULLL BOXES AND RISALLERS. RGRO 54. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL DIG ALERT SERVICE ALERT (TOLL FREE 800.6424,4444L PRIOR TO TRENCHING, GRADING, EA,AVATING, DRIULING, PIPE PUSHING PLANTING TREES DIGGING FENCE POST HOLES ETC, THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. SYMBOLS & ABBREVIATIONS ASV. ABOVE A A.C. ASPHALTIC CONCRETE 1 COLUMN LINES, GRID LINES ADJ. .ADJACENT A.P.L.- ASSUMED PROPERTY LIN ODOOR SYMBOL B.C.R. BEGIN CURB RETURN AO WINDOW SYMBOL - - B.F. BOTTOM OF FOOTING B4O.F. BOTTOM OF FASCIA REVISION BIRD BOARD 1 CLOUD AROUND REVISION BTWN BETWEEN MATCH LINE C.B. CATCH BASIN SHADED PORTION C.L. CENTERLINE IS THE SIDE CONSIDERED C.O. CLEANOUT WORK POINT CLR. CLEAR �- - CONTROL POINT C.M.U. CN�CRETE MASONRY OR DATUM POINT CONC. CONCRETE A SECTION IDENTIFICATION CONT. CONTINUOUS 5 SHEET WHERE SECTION C.Y. CUBIC YARD IS DRAWN DET, DETAIL 66 DETAIL DN. DOWN NUMBER DRWG. DRAWING SHEET NUMBER E EAST 20 KEYNOTES EA, EACH ;3 CONCRETE E.G. EXISTING GRADE MASONRY VENEER E.L. ELEVATION ELEC ELECTRICAL CONCRETE BLOCK ELEV. ELEVATION ACOUSTIC TILE OR BOARD EQ. EQUAL GYPSUM BOARD EXIST. EXISTING NO DOUBLE LINES EXP, EXPANSION AT SMALL SCALE BATT INSULATION ETC ETCETERA PLYWOOD FIN. FINISH F.G. FINISH GRADE • PROPERTY LINE F.P. FINISH PAVING NEW FINISH GRADE FLR. FLOOR SHOWN HORIZONTALLY ./ 57/5 F.H. FIRE HYDRANT t / EXISTING GRADE F.L. FLOW LINE NEW OR FINISHED (F.T.C.) FUTURE TOP OF PAVING g9 CONTOURS OR CONCRETE 0g / EXISTING CONTOURS (F.T.P,) FUTURE TOP OF CURB FT'G FOOTING TOP OF WALL G. GUTTER TOP OF CURB GA GAUGE TOP OF PAVEMENT UM BOARD GYP , BIRD. GYPSUM SIM SIMILAR GALV. GALVANIZED STD. STANDARD H/C HANDICAP STRUC. STRUCTURAL HT. HEIGHT T.O.P. TOP OF PARAPET HP. HIGH POINT T.F. TOP OF FOOTING IT. JOINT (T.F.C.) (TOP OF FLUSH CURB)fut. MAX. MAXIMUM T.P. TOP OF PAVING MIN. MINIMUM T,W, TOP OF WALL MTL. METAL TYP, TYPICAL N. NORTH W, WEST N.G. NATURAL GRADE Wit WITH W.O. WHERE OCCURS N.I.C. NOT IN CONTRACT REINF. REINFORCEMENT O.C. ON CENTER RET, RETENTION P.L. PROPERTY LINE SEC. SECTION SCHDL SCHEDULE Underground Service Alert _ Call: TOLL FREE1-800 (ALL -2600 TWO WORKING DAYS BEFORE YOU DIG LL "OR EQUAL" SUBSTITUTIONS MUST BE USMITTED TO, AND APPROVED BY THE BUILDING FFICIAL PRIO INSTALLATION OF THE ITEM. 8BQ REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT, THE DEVELOPER/CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF EXISTIN CURB LOCATION (OR EDGE OF STREET PAVING IF NO CUB EXISTS) FROM PROPERTY LINE(S) WITH THE PUBLIC WORKS DEPARTMENT. SC PE OF WORK 9. GUEST ROOM/GYM AND GUEST BA - ADDITION.. 2. MASTER BEDROOM ADDITION (OFFICE AND CLOSET) 3, DINING ROOM AND KITCHEN REMODEL (REMF WALL BETWEEN NOOKG AND KITCHENVAL -DINING) NEW CABINETS AN'DG APPLIANCES. ITY OF LA QUINTA NOTES11 CONSTRUCLTlGiv IQIiRS: OCTOBER ist - AP'RIL 30 MONDAY - FRIDAY: 7:00 A.Aa�kl, TO 5:30 P.M. SUNDAY: NE SATURDAY: 6:00 A.M. T5:00 P.M. GOVERNMENT CODE HOLIDAYS: NONE MAY 1st - SEPTEMBEit 30th MONDAY - FRIDAY: 6:00 A. TO 7:00 P.M. SATURDAY: 8:00 A.M. I ) 5:00 P.M. SUNDAY: NONE GOVERNMENT CODE HOLIDAYS: NONE "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 I IAVE THE CONTAINER DUMPED AT THE EXPFNSF OF THE OWNER/ CONTRACTOR," TITLE 24 WINDOW SHADING REQUIREMENTS MUST BE IN PLACE PER ENERGY CALCULATIONS FOR FINAL INSPECTION. BUILDING ADDRESS SHALL Be PROVIDEP ON THE BUILDING IN SUCH POSITION AS TO BE PLAINLY VISIEJE END LEGIBLE FROM THE STREET PER SECTI N 502. if any ERRORS, DISCREPANCIES or OMISSIONS appW®I1ho drawings, specification$0,other connect documents, the GENERAL NI RACTOR shall notify the designer in Writing of such enter or oMleslon. in the event that the GENERAL CONTRACTOR falls to 9lvb such notice betas conetrtledgil and(or f tbdcatlon or the work, THE GENWML CON- TRACTOR WILL BE HELD RESPONSIBLE to the resuttcfJ y nuns, dS- crepances or omisslons and the cost of rectlfyingLre same, Project is Approved Under ALL CONSTRUCTION SHALL COMPLY WITH: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA MECHANICAL CODE 2004 CALIFORNIA ELEOTRICALCODE 2005 CALIFORNIA ENERGY CODE THE CITY OF LA QUINTA MUNICIPAL CODE, AND APPLICABLE PORTIONS OF CALIFORNIA ENERGY CODE. EACH DWELLING APPROVAL IS SUBJECT TO SITE SITE PLAN APPROVAL "ALL 'OR EQUAL' SUBSTITUTES MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM" "ACCESORY STRUCTURE ARE NOT PART OF THIS PERMIT" SHEET INDEX CS COVER SHEET Al SITE PLAN A2 DEMO PLAN A3 FLOOR PLAN A4 DIMENSION PLAN A5 ELEVATIONS A6 SECTIONS E1 ELECTRICAL PLAN M1 MECHANICAL PLAN SIN STRUCTURALNOTES Sl FOUNDATION PLAN S2 ROOF FRAMING PLAN Sol STRUCTURAL DETAILS SM1 SHEAR MAX DETAILS Owner: Matthewa d Roberta Jenkins Long Beach, CA. 90802 Buiding and Legal Data SITE ADDRESS: 54-555 Southern Hills a Quinsa, CA, 92253 Lot: #E27 A,P,N : 775-101.059 INT IN COM LOTS 1 2- P Me 1991012 TRACT: Tract Map # 22432-3 ZONE: R-1 Residential Single Family SINGLE FAMILY OCCUPANCY: TYPE V NON - RATED .9 EXISTING RESIDENCE : 3,370 SO. FT. PROPOSED ADDITIONS: 578 SQ. FT. TOTAL LIVING AFTER ADDITIONS: 3,946 SQ. FL PROPOSED TRELLIS PATIO: 104 SO. FT, t_� 4 Jo e L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net Sun WeNst Construction, Inc. Keith Brinson 74-885 Joni Dr, Suite #3 Palm Desert, CA. 92260 Cell (760) 409.3506 Fax (760) 779-04N Email; kbrinsongrp®aol.com CONSULTANTS General Notes No. I Revision/Issue I Date I /1\ PLAN CHECK 01/0212007 Additions and Alterations for: ° 1 ` �I iS'� I� BSI I 54-555 Southern Hills, PGA West La, Quintal, CA. 92253 Date September, 2006 Ow By Chk By Jgarcia ;Brinson scale AS Noted Sheet Name r b EXISTING SWIMMING POOL Existina P r o o e r t y L i n e EXISTING HARDSCAPETO REMAIN EXISTING EXISTING LANDSCAPETO REMAIN oz EXISTING RESI®ENC COURTYARD EXISTING LANDSCAPE TO REMAIN EXISTING 1 P r a p e r t y Line Southern Hills EXISTING DRIVEWAY Site Plan Scale: 1/8"=1'-17, EXISTING RESIDENCE NOTE VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS, PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES UNDERGROUND SERVICE ALERT (TOLL FREE 8M642-2444) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES, DIGGING FENCE POST HOLES ETC., THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. I, ALL WORK CALLED FOR IN THESE PLANS SHALL BE EXECUTED FULL ACCORDANCE WITH THE ADOPTED CODES AND ORDINANCES OF THE JURISDICTION IN WHICH IT IS BEING CONSTRUCTED. 2: ALL WORK, WHETHER SPECIFICALLY CALLED FOR OR NOT, SHALL BE CONSTRUCTED UNDER THE LATEST EDITION OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE LOCAL GOVERNING AGENCY. i ( 3: ALL EXTERIOR FLATWORK $HALL HAVE A POSITIVE SLOPE AWAY FROM THE BUILDING (1% MIN.) 4: THE GENERAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THIS DOCUMENTS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCY TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. SHOULD ANY DEVIATION BE MADE FROM THESE PLANS WITHOUT THE WRITTEN CONSENT FROM THE DESIGNER, THE OWNEWCONTRACTOR ASSUME ALL RESPONSIBILITY FOR SUCH DEVIATION. 5: THE GENERAL CONTRACTOR SHALL SUBMIT COPIES OF SHOP DRAWINGS OF ALL MANUFACTURED ITEMS ( Le. CABINETS, TRUSSES,ETC.) TO THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ADEQUATE TIME FOR REVIEW (10 WORKING DAYS) OF SUBMITTED ITEMS $O WHEREAS SUCH REVIEW SHALL NOT ADVERSELY IMPACT THE CONSTRUCTION SCHEDULE. 6: INFREQUENT SITE VISITS BY THE DESIGNER OR ENGINEER, IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. 7: ALL SUB -CONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO COMMENCING WORK. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING RELATED TRADES SUB- SURFACE PREPARATION AND SHALL REPORT ANY NONCONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR. EXECUTION OF WORK BY ANY SUB -CONTRACTOR INDICATES ACCEPTANCE OF THE PREVIOUS TRADE'S WORK. B.- THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERS AGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR - NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANS AND SPECIFICATIONS, 9,- ANY CHANGE, MODIFICATION OR ALTERATION OF THESE PLANS SHALL BE AT THE SOLE RISK OF THE PERSON MAKING OR CAUSING THE SAME AND SHOULD BE REVIEWED BY THE DESIGNER OF RECORD FOR CONFORMITY WITH THESE PLANS, 10: VERIFY CONNECTION POINTS FOR POWER TELEPHONE AND CATV SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. 11- COMPLY WITH ALL UTILITY COMPUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. 12: CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 800-642-2444) 13 - PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING,PIPE PUSHING. it PLANTING TREES DIGGING FENCE POST HOLES ETCTHEY WILL SUPPLY Site Plan Keynotes �,' INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. �r Existing Driveway Approach Ili! GENERAL SPECIFICATIONS: ® Existing Curb and Gutter I F-c7 New Air Conditioning Compressor and Condensing Unit to be on Concrete Pad Min. 6" above Grade. FY New Concrete Walkway j F-7E New Wrought Iran Gate New Trellis F—G-1 New BBQ Grill i Existing illuminated Address Numebers If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the GENERAL CONTRACTOR shall notify the designer in writing of such error or omission. In the event that the GENERAL CONTRACTOR fails to give such notice before construction and/or fabrication of the work, THE GENERAL CON- TRACTOR WILL BE HELD RESPONSIBLE to the result of any errors, dis- crepances or omissions and the cost of rectifying the same. Underground Service Alert F,F04?E y 4 010 Call: TOLL FREE 1 - 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ]e L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia790verizon.net Construction, Inc. Keith Brinson 74-885 Joni Dr. Suite 03 Palm Desert, CA, 92260 Cell (760) 408-3306 Fax (760) 778-0488 Email; knrinsongrp@aol.com CONSULTANTS General Notes i No. Revision/Issue Date A\ PLAN CHECK 01/02/2007 Date September, 9006 Dw By Chk By Jgarcia KBrinson Scale As Noted Sheet Name Sheet 0 0 C1 i-i I Demolition Plan dale: 1/4"=1° 0" o DEMO KEY NOTES 1. EXISTING WALL TO BE REMOVED 2.. EXISTING DOOR TO BE REMOVED S. EXISTING ROOF OVERHANG TO BE SAWCUT AND REMOVED 4. EXISTING KITCHEN CABINETS TO BE REMOVED/REPLACED 5, EXISTING KITCHEN APPLIANCES TO BE REPLACED 6. EXISTING KITCHEN FIXTURES TO BE REMOVES/REPLACED 7. EXISTING BLOCK WALL TO BE DEMOLISHED S, EXISTING PORTICO STRUCTURE TO BE DEMOLISHED (FOOTINGS, COLUMNS, ROOF STRUCTURE) 9. EXISTING PORTICO GATE TO BE REMOVED WALL LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED I i I I � T Jorge L. Garcia Principal Designer Fax: 760,836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net I Construction, Inc. Keith Brinson 74-885 Jan! Dr. suite 93 Paint Desert, CA. 92280 Coll (760) 409-3848 Fax (760) 77M488 Email: kbrinsongrpPaoi.com CONSULTANTS General Notes No. Revision/Issue Date PLAN CHECK 01/02/2007 Additions and Alterations for: bate Sheet September, 2006 Chk By ;Dowa"7'rola Zrinson A2 Scale As Noted Sheet Name DEMOLITION PLAN 1 I I I I 1 New $BQ ----------- ---------------- --------------- fill I I ----- (29) U=0,58 (31) U=0.58 (30) U =O.�fr== -- __� (33) U=0.58 (32) U=0.58 (34) U=0.56 35) U=0.58 (36) U=0.65 F\ -- -SkIGG -------------SHGC=B.65------1--SHGCtIO-. �-SHGG-0: 5 rr F-- r L--SHGG=GM--SHGG=gM------�HGC=&.655--------------------&HGC=0:65--------------------SHGG=OA8------ ---„ \\ A-30.0 A=18,0 I A=26.0 A=160 1 1 pr Ip; j! A=26.0 A=16.0 A.12.5 A=12,5 - A=30.0 - bb ` 5060X 4046XO 4061 W14040 ABOVE i //_ �, 4066XO W14040 ABOVk _ _ 2650 S.H 50 S.H 5060 GLASS BLOCK _ - -- - -- _ sas_ms--_------ ---- ---- - - -a J == 66 -a- �--' J ---�'.c.em=a=_=_� !r- -I I - -- - ---- --- - 1- --- -- -- o o `LJ J J ____ .y_i- __ ___- ____ _____ ____ ___------------- -------------- if//'\i / I gll:_.. ...___. , ... .I _.. - __._ - III 1 r -- i :I : ...1. iii ; � i �_� I .IN -- 1 __ .. _ ��ll �� , _17 I EXISTING PLUMBING ANDPS ! : I I - � , p . CA 1�n I REMAIN. NEW �h1ET$ : .I f j j� j 11 -j 1`t'1 _,_yT==��_/ ! _. w1'Ltingli V.o k L_.._ L _J FIXTURES AND API{411INCES. -i.1Z , I L _...{. ..._ ._ III ii F -n : Tilt 9'Ceiling _. '�j�+} ....._/� 1 11 IWI Ekis i g Family __ .. , �, Existing i ,/ __ �yy/� yy / p idol! t 1 II Bedroom 2 fi : CD Q Exi5 ng %dtghen _ , _ _ i ----_- -------- ---- --- w L ZING NOTES: _.:. I \ J _! New Ca mats and ' - fiances 1 / �� y' I -I `y� ' `i} Y THAT ALL EXISTING FENESTRATION. I CES ARE NON-METAL, DOUBLE PANE_ i L---r------- ------------� WS PER TABLE-116A OF THE CALIFORNIA, ;`/-----------Y CODE 2005), REVISIONS TO TITLE-24 MENTATION IS NECESSARY IF OTHER EXISTS. ` i t - @. ! ---------------------- II \: f ! I I -- -- ---- -J ICJ Iwl ---- --- - \ ,._ -' out � ' ; f i7. __ 2r�e /'�� I ll�✓ ¢ . // `\ Existing Laundry N III Room -- -----T111 -]I X11 Exi Ling Dining ----------------------- ------------------------------- oil-- V d ] \ ` - - Room , ____ ____ _i _I _ ry 11: := y / - :PROVIDE 30 CLEARANCE ABOVE _�.i `\ i _ I: � ---- -----rI 44 �i..aAQ _. .. _.. _ -j� _.. ..RANGE OR COOKTOP TO-. ,i'--_. _.1 .. -. - I._.. V : I. ._. I ----- -�------I _ ++ � �a� UNPROTECTED COMBUSTIBLE i! ,✓ � I � �- i / _� RANGE VENTIUSTICNSS' Lt BE OF ..INCH CLEARANCE TO M.,TAL_. �j.' \ I_ -.,J ,. _f `� .II -,I IL__________________________L__- _-_T i _ METAL h VENTILATION HOOD CMG§ 1�---_____...___._J^E�__= -i ✓ \ i- \ 11 /f �..: ..... MATERIAL OR TWENTY FOUR 917.1 / yN+-yI ANDS LL HA\yE SMOOTH \ iNTE,RIORS , CES CMC§ \ // - 604,2 _ �._ _.. 1✓ll -. _ - C / Existing/ Den \ 3640X -. ---- -� U__ p____________ j3OX0.58__________________ y Bedroom 3 `r9 U=0.5$ 10 U- r___ ___T \ _____\ / / ✓ II I 8080 SLD.GL,DOOR W/8016 ABOVE SHGC=0.65 SHGC=0.65 \ (14) U=0.58 �` /' v� A=14.0 A-14,0 -- ----- `\ SHGG=0.65 `\ An64.0 110Q ✓/ \ � ��x EXISTING U N 1 11 I' J IeI�JQO4 I F\ .---- - - ------ awl / 1.. ` /.. _ Courtyard \V iF''- 2060 FIX Existing Patio III Yv ---------- q.65 ------------------- Existing Garage it it .... _. _ (--- I, < Ttl OExisting Living x Stnq nary Y-w¢v�o XI 11I17§ II NEW FAU (EXTEND PLATFORM) /v J FY(�yyyier 1 bit _ i v, - ✓' --- - I cpb I i ✓ A 1 � �f ,/ � I `V � A � ix 0 ly (25) U=0.65 (26) U-0.65 (27) U=0.6'3. ����J� /J r ,✓'/ ` ---� v III b o x I+, u!' i\' SHGC=0.48 SHGC=0.48 SHGC=0.48 r ' 1 HR. CEILING PRO ECTION: ONE LAYER OF GYP. \ -- y A 6.0 A=4.5 v `v ----- r1.' r �,� tl 11 Ill 19 ! © C � � / / S„ \ O a, `_ a r, o € //('r �': ¢ A-4.5 r BOARD ON g' RESI [ENT "HAT" METAL FURRING ` ` ? a ... - "� + - 63q-------2030--------1'0-------------- \ r ` N 3 ¢ u i n ,-------------- --- --- ------ @ m m \ -„ / / CHANNELS m < ! \\ GLASS GLASS GLASS ! f1 r r \ --- -�--r--��---------�� � 1 80 Fre Door LOCK BLOCK u \ \ \ BOCK B (} r III /II I /i / y� i� \ 1 : r ;\ / --:-, -, 1211 1 1 IF �\ i SHG =0.37 - -- III Ir 1 ._. /' Ili ! ._. A=40j0 _. ____ ____1 _ \ .. \ .... .1t 1'-- ^� I I`--- JI• / \ ! 1 J `�y / ! ` 1 \ / J / I \ / i ---------------------- ti-------------- ---- --��_ -.. _... _ -:""f I_.__._\S i -...,I i _...-- -- J' DH 899Z I ------- -' --- -- -i'- - - -- --- -- -- --- - I / / x / II - Irne ' ,7 d 1 ra I _ / t Cprpet!/-'Coiling /T ` ne IC � � � .. i - - 12888 H `\ ---- G7 i G .. _ f CD p �+ �]/� / II `--� ... _-: ... J _.. .t_ / _... € 27 /' i!)= '. CN'1 c"S Gj S0 -.xer Ise RO ,� \`\ Guest V ite O'� / / / \ _ r__ /P n .. ��-�- \ Tile1 elli ` ' ¢ p p„ /- a rn - \ Q I ��I Existing Master 1 . F --- Existing Master � z _ g \ r Bedroom _s --- N 16}p �t}� r t 12 II i v Bath v I Ma r Closet i C�rpetTQ, Ceiling / 6 8040 Archtop Window Till / Y Ce' ing 608q Sld. Glass Dow ` __ --- II 1 \ ` 41 U= 39 - I rl ______________ %� ` --SHGE.=Q�$____� / \\ _0..� _________ - _ ___ i I A�32.0 14 _/ I `v � A=84.0 � : --- 22 I I r ' S060FIX r---- --6HGC=9EF------------------ ----------------------------------- A=30.0 __ESD_ET-1_ESDE-_ h\ _ 1 6050 GLASS BLOCK SHGG=0.48 A=36.0 I EXISTING CONDEN6BBTING CONDENSER NEW CONDENSERS 8 / 2010 X0 E au i 1 (40) UmO,39 ` , 1 I ` A=2:0 € r /New Entry Gate New 406� iough/ Iron Gate Floor Plan Scale: 1W=V-0" FLOOR PLAN NOTES I 1: WATER PROOFING AT ALL SHOWERS TO BE DONE BY ROOFING CONTRACTOR. 2.- HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AN SHALL SE FILLED WITH WATER FOR INSPECTION. 3 PROVIDE AN ATTIC ACCESS (22"X 30'1 WHERE ATTIC IS 30" OR MORE PER UBC 4: USE WATER RESISTANT GYP. BOARD UNDER TUB AND AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" ABOVE DRAIN INLET. PER UBC 807.1.3. 5: TILE LINED TUBS & SHOWERS SHALL CONFORM WITH AMPO STD., 2S2 & 4,82. 10.- WHERE ANY 2" VENT RUNS HORIZONTALLY THROUGH WALL STUDS, THE MINIMUM STUD SIZE OF 2X6 SHALL BE USED FOR THAT PLUMBING WALL. 13: ALL INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450. 14: PROVIDE FIRE BLOCKING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES SUCH AS SOFFITS, ROOFS OR CEILING 16. ALL "OR EQUAL" SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. 17. N N-REMOVABLE AC FLO PREVENTION N ALL EXTERIOR HOSE.BIBS. rE P ES RE EG T FO WA ERER CE WHERE STATIC PRESSURE EXCEEDS 80 PSI 19. FIXED APPLIANCES ARE REQUIRED TO BE SECURELY FASTENED IN PLACE PER U.M.0 504 21, ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME- SPREAD RATING OF NOT MORE THAN 75, AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 460. (CDC. 26023) 3, WHEN O OR MORE 2 TW EARECONNEGTED TO ONE VENTING .EVENT SYSTEM, THE VENTING SYSTEM AREA SHALL NOT BE LESS TAHN THE AREA OF LARGEST VENT CONNECTOR PLUS 50 PERCENT OF THE AREAS OF THE ADDITIONAL VENT CONNECTORS (CMC §801 24. DOORS MAY OPEN TO THE EXTERIOR ONLY OF THE EXTERIOR LANDING IS NOT MORE THAN ONE INCH LOWER THAN THE DOOR THRESHOLD. SECTION 1003,3.1.E KEY DOTES 1. DOUBLE KITCHEN SINK WITH GARBAGE DISPOSAL 2. 30" COOKTOP BY OWNER 3. HOOD, EXHAUST FAN AND LIGHT ABOVE RANGE SET BOTTOM OF HOOD 24" IMIN, ABOVE RANGE TOP PROVIDE 30" CLEARANCE ABOVE RANGE TO UNPROTECTED COMBUSTIBLE MATERIAL OR ZVI CLEARANCE TO METAL VENTILATING HOOD. 4. BUILT-IN DISHWASHER (VERIFY DIMENSIONS WITH MA UF. SPECIFICATIONS) N S 0 ) 5. 36" REFRIGERATOR SPACE WITH PLUMBING LINE FOR ICE MAKER B. RA,U. (PROVIDE SOLID DRYWALL COVERED DECK, COMBUSTION AIR AND CONDENSATE LINE TO OUTSIDE). i 7. GARAGE WALL TO HOUSE (FLOOR TO ROOF SHEATHING) SHALL BE PROTECTED WITH SW TYPE "XGYPSUM BOARD 8, AIR CONDITIONING COMPRESSOR AND CONDENSING COIL UNIT. TO BE ON CONCRETE PAD, PROVIDE SWITCH DISCONNECTAND22W OUTLET (TOP OF PAD MIN, W ABOVE GRADE) 9 LAVATORY 10. e' SUNKEN TILED SHOWER PROVIDE WATER RESIST. GYP. BD 11, WATER CLOSET (CENTERED TO A MINIMUM OF 16' TO VERTICAL SURFACE OF SIDES. WATER CLOSET SHALL BE "ULTRA LOW FLUSH" TYPE WITH L6 GALLONS PER FLUSH, 12. TOILET PAPER HOLDER 13 TOWEL BAR 14. MEDICINE CABINET 15, MIRROR 16. SHELF & POLE 17. NEW KITCHEN COUNTERTOP 18, BATHROOM COUNTERTOP SELECTED BY OWNER 19. NEW BASE CABINETS 20. NEW UPPER CABINETS 21, ATTIC ACCESS 22'X30" 22. ROOF LINE PROJECTION LINE (TYPICAL) 23. NEW 6HT. PRIVACY BLOCK WALL W1 STUCCO TO MATCH EXISTING 24 NEW STUCCOED COLUMNS TO MATCH EXISTING 25. NEW 4000 WROUGHT IRON GATE 26. REMOVE EXISTING PLASTER AND PREPARE TO RECEIVE DRYWALL 27. ART NICHIE. 2$ UNDERCOUNTER REFRIGERATOR ICE MAKER COMBO 29 8.6 BAR SINK 30. SPEAKER AND DOORBELL 31 1 HR. CEILING PROTECTION! ONE LAYER OF ',,GYP. BOARD ON 7," RESILIENT "HAT" METAL FURRING CHANNELS @ 16' O.C, I I INSULATION NOTES UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THESE REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND POSTED AT CONSPICUOUS LOCATION WITHIN THE DWELLING. NOTE: ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 75AND A SMOKE DENSITY NOT TO EXCEED 450, PER CBC 2602.3. GLAZING NOTES: 1. GLAZING IS FIXED UNLESS NOTED 2, ALL GLAZING SHOWN IS DUAL INSULATING GLASS 3. ALL NEW GLAZING (FENESTRATION) WILL BE INSTALLED W1 A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALUE. 4. GLAZING MARKED WITH A `IS 3/16" TEMPERED GLASS, WALL LEGN® 2X6 STUDS PLUMBING WALL 2x4 WALL STUDS @ 16' o.c. 2x4 WALL STUDS @ 16" o.c. W/ RA3+ V E.P.S. GARAGE TO HOUSE SEPARATION WALL I - - 2X4 STUDS @16' O.0 W1 R-13INSULATION PROVIDE 5/8' TYPE X" GYP, BOARD FOUNDATION TO ROOF SHEATHING SQUARE FOOTAGE EXISITNG RESIDENCE = 3,370SQ.FT, PROPOSED OFFICEADDITION= 188SQ.FT. PROPOSED GUEST/GYM ADDITION= 38880.FT.. PROPOSED ADDITIONS= 576SQ.FT. TOTAL AFFTER ADDITIONS = 3,94E SQ.FT. Jorge L. Garcia Principal Designer Fax: 760.636.0856 Mobile: 760.272.9222 email: jorge.garcia79 @verizorl Imilut West Construction, Inc. Keith Brinson 74.885 Joni Dr. Suite #$ Palm Desort, CA. 92260 Coll(760) 409.8608 Fax (760) 779.0488 Email: kbrinsongrpiPaol,com CONSULTANTS General Notes No, Revision/issue Date 1\ PLAN CHECK 01/02/2007 Additions and Alterations for: 54-555 Southern Hills, PGA West La Chu i nta, CA. 92253 Date Sheet September, 2006 owey cmk By Jgarcia KBr KBrinson r 3 Scate As Noted Sheet Name FLOOR PLAN I I lil I Id! Iol Id1 IPI Ipl I I➢I I➢I Ipl Fq II II II T fI it II II II I! it I III p r� �tll Idl II IIII r�__7 IIII I II 1➢1 I➢I \t 1 L i ------------------ I I /x > i it _____.____—i II / 11 I1 P II I II n it II it I li 11 141� -------------- // a1 � I G n li I! I f__________ r_____________________________________- �__________-_ _ ____ -�1 i t II II / I I I �t i III -- I I I 11 I@i it I iul f11 li It I! it I II _ I I II ! ! /%ems �\\\1 !i�nn�\ 1 I rya�� I I J__________ i II v / II -r-- - - - - - - - i II 11 ! 11 -- --------------------- --------al I! Fri nu IdI INi I�f IIII I➢1 Ip! _ __- ______,_ —i___ V II I I /\ I I I �I I _ ilii vvi I I Ili — ---- _ 1 n __LL______� -------------------- I ! I II 11 11 II i II �I it II II II ;I II I 1 I I Ila---1 ! Dimension Plan Scale: 1/4"=V-0" INSULATION NOTES UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THESE REGULATIONS SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND POSTED AT CONSPICUOUS LOCATION WITHIN THE DWELLING. NOTE: ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 75AND A SMOKE DENSITY NOT TO EXCEED 450. PER CBC 2602.3. GLAZING NOTES: 1. GLAZING IS FIXED UNLESS NOTED 2, ALL GLAZING SHOWN IS DUAL INSULATING GLASS 3. ALL NEW GLAZING (FENESTRATION) WILL BE INSTALLED Wt A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALUE. 4. GLAZING MARKED WITH A ® IS 3/16' TEMPERED GLASS. 2X6 STUDS PLUMBING WALL 2x4 WALL STUDS @ 2x4 WALL STUD$ @ 16" o.c. W/ R-13 a 1" E.P.S. GARAGE TO HOUSE SEPARATION WALL -- - 2X4 STUDS @16" 0.0 W/ RA3INSULATION PROVIDE5/6" "TYPE X GYP BOARD FOUNDATION TO ROOF SHEATHING Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net NAAR We St Construction, Inc. Keith Brinson 74-885 Joni Dr. Suite #3 Palm Desert, CA. 92260 Cell (760) 406,=6 Fex (760) 779.0488 Email: kbrinsongrp@aol.eom CONSULTANTS Date 8neet September, 2006 Dwa Chk By KBrinsOn 4,lgarca A Scale As Noted Sheet Name DIMENSION PLAN v e :asita -------" Courtvard Elevation (OffiePl Front Elevation Scale: 114"=1'-0" Right Elevation ------------------------- -- Rear Elevation Scale: 114"=1`--0" Scale: N N Exterior Plaster 7/8" Cement Plaster o/ Lath and Papper To Match Existing Concrete Tile Roofing 'Eagle" ICBO #4660 o/ 30# Roof Felt Underiayment To Match Existing Plastered Eave to Match Existing New Window Frame and Glass to Match Existing Plastered Column To Match Existing R.$ Stained 4x 6 Trellis Beam R.S Stained 4x 6 Trellis New 6' Ht. Block Wall, Plastered To Match Existing New 4'X6' Wrought Iron Gate To Match Existing Exterior Light Fixture Screed 24 Ga. Min. 4" Above Earth or 2" Above Paved Areas Existing to Remain Cl S Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79*verizon.net t Construction, Inc. Keith Brinson 74-885 Joni Dr. Suitt #6 Palm Desert, CA. 92280 Coil (760) 409-3506 Fax (760) 779.0488 Email: kbnnsongrP@aol.com CONSULTANTS General Notes No. Revision/issue Date 1� PLAN CHECK 01/02/2007 Additions and Alterations for: i i I 4-555 Southern Hills, PGA West La Quinta, CA. 92253 Date Sheet September, 2006 A5 D�x By Jgaroia Chk By KBrinson Scale As Noted Sheet Name ELEVATIONS TO LD MATCHIEXISTING 12 c v x 0 t13'-4" Top of Ridge HOME OFFICE Ccn+i^M ('*_(° Section D-D Scale: 1/4"=V-0" I HR. CEILING PROTECTION: ONE LAYER OF 8" GYP. BOARD ON 8' RESILIENT "HAT" METAL FURRING CHANNELS @ 16" O.C. Q'nn+inn R_C2 SECTIONS KEYNOTES CONCRETE TILE ROOFING "EAGLE" ICBO # ER 4660 0/ 15/32" OSS SHEATHING. 5:12 TYPICAL PITCH TO MATCH EXISTING 2X4 O/2X8 0/ 2X10 PLASTERED SAVE TO MATCH EXISTING MANUFACTURED TRUSSES @ 24" 0.0 PER TRUSS MANUFACTURER. 3 COAT STUCCO 0/ LATH AND PAPER La Habra Stucco ICSO 4ER4226 TO MATCH EXISTING 2X4 STUDS WALL @ 16" O.0 W/ R-13 INSULATION TO MATCH EXISTING \'..J 2X4 STUDS WALL @ 16" O.0 15/32" PLYWOOD SHEATHING (TYPICAL ROOF SHEATHING) CORROSION RESISTANT WEEP SCREED 26 GA. MIN. (TYPICAL.) 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS (D FOOTING PER FOUNDATION PLAN J 4" CONCRETE SLAB PER FOUND. PLAN OR-38INSULATION @ ATTIC BEAM OR HEADER PER FRAMING PLAN WOOD FRAMED COLUMN 2X4 STUDS EXISTING TO REMAIN SAWCUT AND REMOVE EXISTING EAVE/ OVERHANG OREMOVE EXISTING PLASTER END PREPARE TO RECEIVE DRYWALL PROVIDE ONE LAYER OF e" TYPE "X" GYP BOARD AT GARAGE TO NEW ADDITION COMMON WALL FROM FOUNDATION TO 1 R) PROVIDE ONE LAYER OF e" TYPE "X"-GYP \'•.:� BOARD ON e" RESILIENT "HAT" METAL FURRING CHANNELS @ 16" O.0 AT CEILIN OPROVIDE R-13 INSULATION AT EXISTING WALL tiJ NEW WINDOW OR DOOR PER FLOOR PLAN ATTIC VENT CALCULATIONS PROPOSED GUEST HOUSE = 402 SQ.FT. PROPOSED OFFICE — 1885Q.FT. FOR HIGH ATTIC VENTILATION ONLY at 11 0 2 68 SQ.FT. REQUIRED = 386 Sq. In. REO.UIERED 188 SQ,FT ATTIC at 1/150= 1.25 SQ.FT. REQUIRED = 180 Sq. In. REQUIERED GUEST HOUSE ADDITION PROVIDE (4) O'HAGIN CLOAKED VENT TILE = 97,50 SQ.IN. FREE AREA (EA.) = 390 SQ, IN. OFFICE/CLOSETADDITION PROVIDE (2) O'HAGIN CLOAKED VENT TILE = 97.50 SQ.IN. FREE AREA (EA.) = 195 SCAN. INDICATES OHAGIN'S MODEL CONCRETES TILE VENT. 97.5 NFV INDICATES DIRECTION OF SLOPE. 5:12 TYP. @ THIS PROJECT. = 390 Sq.ln. 195 Sq.in. ALL FLASHING,COUNTER FLASHING AND COPING WHEN OF METAL SHALL BE NOT LESS THAN NO.26 GA, ROOF ASSEMBLY $HAL HAVE A CLASS "A" FIRE RATING ROOF FLAN KEYNOTES Concrete Tile Roofing Eagle" 1080 #14660 o/ 30#f Roof Felt Underlaynlent CE RIDGE VALLEY -- HIP E ---E MODEL S O'HAOIN TILE VENT (TYP.) NEW TRELLIS SEE FRAMING PLAN Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net Construction, Inc. Keith Brinson 74.885 Joni Dr. Suite 43 Palm Desert, CA. 92260 Cell (760) 409.3506 Fax 1760) 779.0488 Email: kbrinsongrpOwl.com CONSULTANTS General Notes I i i 1 i I No. Revision/Issue i Date PLAN CHECK 01/02/2007 Additions and Alterations for; i � I 54-555 Southern Hills, PGA West La Qu i nta, CA. 92253 Data Sheet September, 2006 D," sy ebk ey Jgaroia KBrinson A6 scale As Noted snaet Name SECTIONS ROOF ELAN Scale: 178"-1'•0" ON SEPARATE PERMIT REQUIRED _ �i -'� 1-t - -- _-_ ___ __1 ++ ++ L-__ ___--_ __________________TT_ ___________________- ___________________11_7 _ _ �.4___________________4}_ [__---77--- ----YT-] JJ-------------- C_ J1___________________11_7 --11- ___ _-_ _+4-� __ 17 -__ _-_ _____-7T_ 17 _ __ ___TT_7 J1 __ _ __ E--- �-_4 -- - - - k44 ON PHOTOCELL w 8 RESIDENTIAL KITCHEN LIGHTING WORKSHEET LUNINAIRETYPE HIGH EFFICACY (YIN) WATTS QUANTITY HIGH EFFICACY WATTS OTHER WATTS CFL Y 26 11 286 UNDERCOUNTER Y 25 4 100 TOTAL A B6 TOTAL B COMPLIES IF A z B - YES NO ❑ EXISTING ELECTRICAL TO REMAIN UNDERCOUNTER FOR GARBAGE DISPOSAL IIII ql IWI ICI 9. IIII i31 191 LEI LI rL --- il L /I II I II II 0 P i a a 11 u u u rl Fs! I III IVI 191 V/ I I iL91 I ! I \` L_-_-____-- I T'-J II II p II I li 11 II n II II II II I� II EXISTING ELECTRICAL TO REMAIN II II II !I II II II II II it u n II i! I L __-_ _ ___ ___________________ L m==ca as®--- _—_ - — -I p p II I I 4 P I I I -�__________________________________________ -_ _____ _________________T r- 1I I I I I I I I __-------� I ii I I \ II I I I II III 0 II ! I I II INI I i I II IVI I i EI EXISTING ELECTRICAL TO REMAIN ! 1 II EXISTING ELECTRICAL TO REMAIN ! -9 II I I ii II �_� I I II ! !� I J IL \ , it I I __________._____,I _ J` 11 ____ ____ L--J h,I / INI lot III EXISTING ELECTRICAL TO REMAIN III III III r----- - ------------------, fi _-_-_ __________-- I �-q�I I 71-I I III LT ' \ l j11 � II I I J L _ -- _-_ L__ ---= I-====--_�-------------- I I EXISTING ELECTRICAL TO REMAIN II II II I I 11 I �I ii CFL \ \ EXISTING ELECTRICAL TO REMAIN I y D \ 3 , V CFL /i cP , I 1 \ \ I / I T444CCC�RRR/ I CFL \ R i I `_ NN CFL 11 ll ---- I I II \ iI u H II I� 1mn N ON PHOTOCELL MOTION SENSOR r;7SJ RECESSED FRACTIONAL HIP — EXHAUST FAN, SWITCH CONTROLLED TO PROVIDE FIVE AIR CHANGES PER HOUR DIRECTLY TO THE OUTSIDE. UBC SECTION 1203.3 a MUST BE LABELED "SUITABLE FOR DAMP LOCATIONS" ols ELECTRICAL SYMBOL SCHEDULE ELECTRICAL NOTES: I— ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 210 52 VALUE AND DESIGN. RECESSED COMBINATION LIORDEXHAUST 2_- CONVENIENCE TIEROUTTOPS OETS IN r THTC KITCHEN COUNSAND IN GARAGE KITCHEN FAN, SWITCH CONTROLLED SINK OUTDOORS,AND IN GARAGES AND BASEMENTS (OTHER THAN FOR LAUNDRY AND ,)( 120V DUPLEX CONVENIENCE RECEPTACLE AT SIMILAR EQUIPMENT) SHALL BE GPI tfy 12"ABOVE FLOOR, UNLESS NOTED OTHERWISE PROTECTED PER NEC. ART 210-B. ! 120V OR 240V, AS NOTED, CONVENIENCE 3.- LIGHTING OUTLETS CONTROLLED BY A WALL dV RECEPTACLE lM7HIN CABINET OR BELOW SWITCH SHALL BE PROVIDED IN ACCORDANCE WITH NEC ARTICLE 210-70 240V SINGLE CONVENIENCE RECEPTACLE, 4- LIGHT FIXTURES INSTALLED IN CLOTHES 22C✓ VERIFY HEIGHT CLOSETS WILL COMPLY WITHNECART-410-8 .4l 120V DUPLEX CONVENIENCE RECEPTACLE, 5.- ELECTRICAL SYSTEM GROUND TO BE VP 112 HOT, SWITCH CONTROLLED. PROVIDED PER NEC ARTICLE 250-80(B)AND 250-81(C) 120V DUPLEX CONVENIENCE RECEPTACLE; 6: PROVIDE FAN FOR INTERIOR BATHROOMS GFI WIGH(Ground FauN Interrupted) I 120V DUPLEX CONVENIENCE RECEPTACLE, 7: SMOKE DETECTORS SHALL BE PROVIDED PER W/AFCI (Arc Paull Interrupted) C.B.C. SEC. 310 9.1.4. EACH DETECTOR SHALL BE PERMANENTLY WIRED AND LOOPED AS 120V OR 2401 AS NOTED, WEATHERPROOF ONE PER C.B.C. SEC. 310.1 4. PROVIDE wi6 DUPLEX RECEPTACLE W/GPI BATTERY BACK-UP ® 8.- PROVIDE MIN. 24" SEPARATION FO TLETS FLOOR RECEPTACLE 120V OR 2401 AS NOTED AT OPPOSITE SIDES OF FIRE WALL PER U.B.C. STANDARDSWITCH SEC. 4304(F). 9.- RESIDENCE SHALL BE PRE -WIRED FOR 4 THREE-WAY OR FOUR WAY LIGHT SWITCH OPTIONAL INTERCOM SYSTEM AT ALL AS NOTED. BEDROOMS,FROM ENTRY DOOR AND AT It DIMMER SWITCH KITCHEN/ NOOK. 10: RESIDENCE SHALL BE PRE-W RED FOR tc OCCUPANCY SENSOR SWITCH OPTIONAL SECURITY SYSTEM. 11.- PROVIDE (2) MINIMUM SEPARATE 20 AMP. FU$FF CIRCUITS TO KITCHEN APPLIANCES. SUCH DISC FUSE DISCONNECT CIRCUITS SHALL HAVE NO OTHER OUTLETS PH® TELEPHONE JACKAL 1 IP' ABOVE FLOOR 12.- PROVIDE(1) MINIMUM SEPARATE 20 AMP. AND COUNTER CIRCUITS TO LAUNDRY APPLIANCES. SUCH 777 CIRCUITS SHALL HAVE NO OTHEROUTLETS II VI CAN JACK AT.12"ABOVE FLOOR 13.- ELECTRICAL CONTRACTOR TO FURNISH& -(- INSTALL ALL LAMPS. Ps PUSHBUTTON i 14: HORIZONTALLY WITH BOTTORECEPM OF ES BO HORIZONTALLY WITH BOTTOM OF BOX •�� DOORCHIMBS ( 3'A13OVE SLAB. THERMOSTAT, VERIFY LOCATION WITH 15: BONDING SHALL BE PROVIDED WHERE THERMLAYOUT NECESSARY TO ENSURE ELECTRICAL HFATINOST CONTINUITY AND THE CAPACITY TO CONDUCT FG t FUEL GAS AND FUEL GAS CONTROL KEY ANY FAULT CURRENT LIKELY 10 BE IMPOSED REFER TO ARTICLES 25092 AND 25094 9SERVICES), 250-98 (OTHER O JUNCTION BOX, WITH COVER OR ADAPTER ENCLOSURES) AND/OR 250-104(PIPING AS REQUIRED SYSTEMS) 16- PROVIDE BELL COVERS FOR W p. S SMOKE ALARM, ICBOAPPROVED, RECEPTACLES AND OTHER EXTERIOR CEILING MOUNTED, U.N.O. 110 V- WITH DEVICES, BATTERY BACK-UP, 17- FURNISH AND INSTALL PIGTAILS FOR ALL APPLIANCES. 18.- ALL WIRING IN ATTIC TO REMAIN CLEAR OF 0N B HOSE BIBB, WISHLr OFF VALVE AS NOTED. SPACES AND RECEIVE INSULATION. FLUORESCENT UNDERCABINET LIGHT FIXTURE 49.- ALL CONVENIENCE OUTLETS TO BE ON G F.I. WITH T8 OR T5 LAMPS AND ELECTRONIC BALLAST SEPARATE FROM INTERIOR G.F.I. PROTECTED CIRCUITS. 1'X4' RECESSED OR SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE MATH 32-WATT 20: EXTERIOR W. P. OUTLETS TO BE ON G.F.1. T8 LAMPS AND ELECTRONIC BALLAST. SEPARATE FROM INTERIOR G F.I. PROTECTED ROUND RECESSED INCANDESCENT WALL WASHER CIRCUITS. ROUND RECESSED SHOWER LIGHT 21 : BE 37"AL LIGHT SWITCHOCENTER O HEIGHT TO ® BE 37"ABOVE SLAB TO CENTER OF PLATE. MUST BE LABELED "SUITABLE FOR DAMP LOCATIONS" CF'❑��) 26 CFL WATTGHT ROUND XTURE RECESSED fH "ICAT" RATED CAN ELECTRONIC BALLAST ( 22-MOUNT SWITCHES AND CONVENIENCE OUTLETS AND WHITE IX URE wi UM REFLECTORBALLAS AND ht. AT KITCHEN, BATHROOMS, AND LAUNDRY ROOM ��-FF'-' COUNTERS HORIZONTALLY AT 40"ABOVE SLAB ROOM[) OM[) REGHG .K�NC NDESCENT TO CENTER OF PLATE. 23: COAX CABLE FOR T.V. WIRING TOBETIMES2370 (o, ROUND RECESSED DOWNLIGTH MR-1550W OR 2345 CAT5 OR BETTER SURFACE MOUNTED INCANDESCENT WALL 2,L LIGHT FIXTURES IN CLOSETS SHALL CONFIRM LIGHT FIXTURE TO NEC ARTICLE 410-8 CFIy SURFACE MOUNTED FLUORESCENT EXTERIORWALL 25- ALL FIXED APPLIANCES SHALL BE SECURELY T LIGHT FIXTURE FASTEN IN PLACE. M$ ,h SURFACE MOUNTED INCANDESCENT WALL 26-PROVIDE INDIVIDUAL CIRCUIT FOR LIGHT FIXTURE WITH M5TFoN SE SoR & PHOTOCELL IRRIGATION CLOCK CHANDELIER 27-PROVIOE20AMP. BATHROOMGFI CIRCUIT {TO DE SELECTED BY OWNER) 26-BATHROOM RECEPTACLE OUTLETS SHALL BE F1 BD RY At LEAST ONEAMPERE CEILING MOUNTED FANA NO LIGHT,40R5 BRANCHRANCHCIRCUIT. SUCH CIRCUITS SHALL HAVE BLADE, WITH CPUL FAN AND MOTOR ON NO OTHER OUTLETS SEPARATE SWITCHES 29.- ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 110 OR LARGER, AND ONLY TO FEED MAIN ELECTRICAL MAIN PANEL OR SUB -PANELS. ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE THHN Milli ELECTRICAL SUB -PANEL COPPPER. ® DOOR BELLANTERCOM SYSTEM 30.- BOND GROUNDING ELECTRODE To METAL GAS AND WATER PIPING. 31: ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, FIXTURE NOTE'. ALL APPLICABLE FIXTURES MUST SINGLE PHASE, A5 AND 20 AMPERE, MEET 200E TITLE 24 HIGH-EFFICAQY OUTLETS INSTALLED IN DWELLING UNIT REQUIREMENTS. BEDROOMS SHALL BE PROTECTED BY AND ARC -FAULT CIRCUIT INTERRUPTER. (210-12) FIXTURE NOTE ALL LIGHT FIXTURES RECESSED INTO INSULATED CEILING SHALL BE RAPED ICAT 31- HOT AND COLD WATER METALLIC PIPES AT THE AND CERTIFIED ASTM E283 OR WATER HEATER MUST BE BONDED TOGETHER. EOUIVALENT.APPROVED FOR ZERO -CLEARANCE (ART 250-68 (b)) INSULATION COVER. (IC) BY UL OR IDBIJ. TITLE Zd, PART 6 33.- ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT CH 7 SEC 150 (k) SINGLE PHASE, 15 AND 20 AMPERE OUTLETS (RECEPTACLES, LIGHTING OUTLETS AND SOMEKE DETECTORS) INSTALLED IN DWELLING NOTES UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE llk IKR NOTE: ALL BATHROOM RECEPTACLES AND CIRCUIT. 210-12(13) ALL RECEPTACLES INSTALLED TO SERVE COUNTERTOPsuRFAOE5 MUST BE off 34 -15 AND 20 AMPERE, 125 AND 250-VOLT PROTECTED. RECEPTACLES INSTALLED OUTDOORS IN A WET NOTE: OPENINGS AROUND ELECTRICAL LOCATION SHALL HAVE AN ENCLOSURE THAT IS PENETRATIONS THROUGH FIRE RESISTIVE WEATHERPROOF WHETHER OR NOT THE RATED WALLA PARTITIONS FLOCKS, ATTACHMENT PLUG IS INSERTED. 406.8(6) CEILINGS, SHALL BE FIRE 5TOPPEp USING 35: ALL INCANDESCENT LIGHTING FIXTURES APPROVED METHODSTO MAINTAIN THE FIRE RECESSED INTO INSULATED CEILINGS SHALL BE RESISTIVE RATING APPROVED FOR ZERO -CLEARANCE INSULATION NOTE: SMOKE DETECTORS SHALL BE COVER (IC) BY UL OR ICBO, TITLE 24, PART 6, CH LOCATED AT VAULTED CEILINGS PER.JED 7, SEC 150 (k) SECTION 310 2.1 1 36.- PROVIDE AT LEAST TWO 20-AMPERE SMALL j APPLIANCE BRANCH CIRCUITS TO SERVE BREAKFAST ROOM, AND DINING ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (CEC w 21 b2 (3) 37.-R SHOWER ENCLOSURES SUITABLE FOR DAMP ELECTRICAL LOAD CALCULATIONS GENERAL LIGHTING 13,370 s0-1576=3,946&FI(&3W/SQ Fr =11,838 VA 2SMALL APPLIANCE CIRCUITS(2X 1,500 VJI = 3,000 VA 1 LAUNDRY CIRCUIT(1X 1,500 YB = 1,500VA OVEN = 9,100 VA COOK TOP _ 7,600 VA VENT HOOD - 750 VA DISHWASHER = ' 500 4 GAR9AGE DISPOSAL 1,650 VA DRYER = 5,400 VA POOL EQUIPMENT = 7,360 VA jI SUB -TOTAL = 49,698 VA 1ST, 70,00o W ca 100% = 10,000 REM. 940% = 15,879 10 TONS REQ. @ 2,016 WATISIT01-! = 20,160 4i,039 MAIN SERVICE:46,039 W/240V = (191 AMPS EXISTING 300 AMP. MAIN PANEL TO REMAIN I i i ON PHOTOCELL MOTION SENSOR Electrical Plan Scale: 114"=1'.0" 4A Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge. garcia79 Overizon. net 1111111411., t Construction, Inc. Keith Brinson 74.885 Joni Or. Suite #S Palm Desor!, CA W260 Cell (760) 408-9506 Fax (760) 7784)488 Email; kbrinsongrp®aol.pom CONSULTANTS General Notes No. Revision/Issue Date PLAN CHECK 01/02/2007 Additions and Alterations for. I I 54-555 Southern Hills, PGA West L.a, Quinta, CA. 92253 Date Sheet September, 2006 DW BY CNk By Jgaroia KBrinson E 1 Scale As Noted Sheet Name ELECTRICAL PLAN a e II I Il II i !p I II II II II II II II II _____________ 200 GF ■ r - + --- --_ - ++ r _ _ _ n ■ J1___________ II z'fi■■■rrr■r■ L-----'1J------------------_11_-11_] II■ I I If Ily ■ tit -+ p■ L------+-I-------------------- rr a■ L----IT-------------------7T-] }j■ _j ----------- I I II ■ L-------------------------ii-] II �■ ■ 1---------------------- ■ ___ it II �! • C------I-I------------_ ___-------Tr-1 r _J1------------------- 11_ II EXISTING HVAC TO REMAIN _ _ _ C --Tad -I -! + II 0 u r� I i HVAC To REMAIN I I L___-J EXISTING HVAC TO REMAIN rl _= _C______11 p 0 om- ----- ----- ----- ------ -- II ! i II I I I I 1-� L I I I II I III t- I II lii I N / II I II / I it II I II I I I III �I I^ ,I EXISTING HVAC TO REMAIN EXISTING HVAC TO REMAIN II IL - U ; II II I I L EXISTING HVAC TO REMAIN SL_ t\ / I I I I 1' J r I ------ < - JI _I I I . 111 I II 10„ L __ _�■■ r liJ / TAP -IN TO EXISTING r---- EXISTING HVAC TO REMAIN ' PLEN & DUCT WORK I I � I I 1 � I EXISTING HVAC TO REMAIN I A I �II ! a. I � , I � I i _ T__j`�-TT IHEATING,VENTILATING AND AIR 1. FURNISH AND INSTALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS WITH CONTROLS, FLASHINGS, COUNTERFLASHINGS AND ROOF PATCHING AT PENETRATIONS AS REQUIRED, INDICATED AND IN ACCORDANCE WITH THE FOLLOWING CRITERIA 2. REQUIRED BY LIMITS OFT E WORK BE HEREIN AND BCONTRACTOR APPL CABLEAS CODES AND REGULATIONS, 3- 1 4, I 5. 1 6. 7, ONE OF THE REGULATIOAT OE TEMPE�TURE AS REQUIRED IN SECTICONTROL 3 (C) OFE FOR THE CALIFORNIA ADMINISTRATIVE CODE. GENERALNOTES 9. DRYER DUCT SHALL HAVE A BACK DRAFT DAMPER PER UMC 504.3 2. DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL. AND VERTICAL LENGTH OF 14 FT, INCLUDING TWO 90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO. 3.. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST PER UMC 504.3. 4. THE PAD SUPPORTING THE CONDENSER OR COMPRESSOR FROM GROUND SHALL BE NOT LESS THAN 3" ABOVE GRADE PER UMC 1105.2.1, 5. THE FURNACE COMPARTMENT SHALL BE AT LEAST 12"WIDER THAN THE FURNACE AND PROVIDE 3" MINIMUM CLEARANCE ON SIDE AND BACK AND 6" FROM THE FRONT OF THE EQUIPMENT TO THE COMBUSTION AIR INTAKE PER UMC 321. 6. COMBUSTION AIR INTO FURNACE ENCLOSURE SHALL HAVE TWO OPENINGS, EACH HAVING ONE SO, INCH PER 1000 STUN INPUT. ((100 SQ. IN. MIN.). OPENINGS SHALL BE COVERED WITH CORROSION-RESISTAPIT SCREEN OF 114" MESH PER UMC CHAPTER 7. 7. PROVIDE A WEATHERPROOF DISCONNECT FOR THE NO UNIT AND WEATHERPROOF RECEPTACLE WITHIN 25' OF THE UNIT PER U.M.C. 309, 8. AIR CONDITIONING EQUIPMENT SHALL NOT BE LOCATED IN SETBACKAREA. 9. PROVIDE NON -REMOVABLE BACK FLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE 8188 PER U.P.C. 603A,7. 10 HOT MOPPING AND SHOWER HALL BE PAN SHALL WITH INSPECTED UPON INSPECTION. TILETION OF 11, HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS, SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 " ABOVE THE FLOOR LEVEL. 12. ALL MECHANICAL EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE. 13. APPLIANCES INSTALLED IN GARAGES, WAREHOUSES OR OTHER AREAS WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE SHALL BE SUITABLY GUARDED AGAINST SUCH DAMAGE BY BEING INSTALLED BEHIND PROTECTIVE BARRIERS OR BY BEING ELEVATEDI. OR LOCATED OUT OF THE NORMAL PATH OF VEHICLES. 14. A/C CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL DESIGN, SIZING AND BALANCING OF THE SYSTEM, DUCT RUNS & SIZES SHOWN ARE PRELIMINARY ONLY. AIC CONTRACTOR SHALL PERFORM CALCULATIONS & FINAL DESIGN, A/C CONTRACTOR WILL SHOP DERATE FURNACE HEATING BONNET CAPACITY AS REQUIRED. 15. DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL $ VERTICAL LENGTH OF 14 FT. INCLUDING 2- 90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF 2. I& ALL AIR DUCTS PENETRATING SEPARATION WALL OR CEILING BETWEEN GARAGE & LIVING AREA SHALL BE 26 GA, MIN. 17, EQUIPMENT INSTALLED OUTSIDE THE BUILDING SHALL BE LISTED FOR OUTDOOR INSTALLATIONS OR BE IN APPROVED WEATHERPROOF ENCLOSURE. 1e, EACH PIECE OF HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT SHALL BE LABELED TO THE SPACE SERVED. (SECTION 604.5) is. ALL AIR DUCTS PENETRATING OCCUPANCY SEPARATION ( WALL OR CEILING) BETWEEN GARAGE AND LIVING AREA SHALL BE 26 GAUGE MINIMUM (CBC 302.4, EX. 3). 20. WHEN TWO OR MORE APPLIANCES ARE CONNECTED TO ONE VENTING SYSTEM THE VENTING SYSTEM AREA SHALL NOT BE LESS THAN THE AREA OF THE LARGEST VENT CONNECTOR PLUS 50 PERCENT OT THE AREAS OT THE ADDITIONAL VENT CONNECTORS (CBC 809,3). 21. PROVIDE PRESSURE REGULATOR FOR WATER SERVICE WHERE STATIC PRESSURE EXCEEDS 80 PSI. (CPC §608.02), 22. PROVIDE A COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE AT ALL WATER HEATERS, SET TO OPEN AT NOT MORE THAN 150 PSI. DRAIN PIPE SHALL EXTEND TO OUTSIDE OF BUILDING AND TERMINATE NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES ABOVE THE GROUND AND POINT DOWNWARD WITH THE END UNOBSTRUCTED, ANY OTHER TERMINATION LOCATION SHALL REQUIRE APPROVAL BY THE BUILDING OFFICIAL, (CPC §608.3, 608A, 606.6), I I V I � I I ! 11 I II II I II , II II II 200TCFM 50 IFM I `� t0"0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I p I / # i � VN 150FM -------------- \ l A I /_ ------ L L �_me-=a=aQgae� - ------ ----------- ---- ------,IL a� -- ----- �_SC_CIC_LT7 C1C-CS FI .�� 1-�....�.•-- ti �11 \ ��c JD� II i I . AIR DUCTS PENETRATING OCCUPANCY SEPARATION ( WALL OI rWEEN GARAGE AND LIVING AREA SHALL BE 26 GAUGE MINIMUA .4, EX. 3), -NEW FAU. EXTEND EXISTING PLATFORM i ■ ■ ■ t EXISTING 4`0 SEWER LINE ..gyp ®! `i® ■®IIII r NM_.Ii.. _■®. Mechanical Plan Scale: 114"=1'-0" MECHANICAL LEGEND CEILING GRILLE, 4 WAY SUPPLY AIR, I CEILING GRILLE 3 WAY SUPPLY AIR SIDE WALL GRILLE, SUPPLY AIR FP_ FP_ WALL GRILLE, RETURN AIR ERA CEILING GRILLE, RETURN AIR MUD CEILING UP-OUX (EVAPORATIVE COOLER RELIEF) J � I WALL THERMOSTAT F5 BATHROOM & KITCHEN EXHAUST VENTING WYE FITTING -AIR DUCT Ri REMOTE PLENUM CHAMBER BAROMETRIC DAMPER,,HORIZONTAL AIR FLOW BAROMETRIC DAMPER, VERTICAL AIR FLOW RECESSED FRACTIONAL HP EXHAUST FAN, f SWITCH CONTROLLED TO PROVIDE FIVE AIR CHANGES PER HOUR DIRHCTLY TO THE OUTSIDE, UBC SECTION 1203.3 EQUIPMENT SCHEDULE UNIT# SYSTEM MODEL. SIZE EFFICIENCY CAPACITY UNIT HEATING E CARRIER 58MT86(1-12 1.5 0.93 AFUE 56,000 BTU/H - COOLING CNP 38HD L5T 13,00 SEER 16,900 BTU/H ALL HVAC DUCTING WILL B MINIMUM R-4.2 INSULATION ALL HVAC DUCTING SHALL POLYTHYLENE JACKET. ALL HVAC EQUIPMENT SHP BY NATIONALLY RECOGNIZ LISTING AND LABEL OF AN, v v v v u v ATED IN ATTIC SPACE WITH A\I"�V T24. EX INSULATED DUCT R-4.2 WITH APPROVED PRIOR TO INSTALLATION ANDARDS AND EVIDENCED BY THE DVED AGENCY, WHEN MORE THAN ONE HVAC UNIT IS INSTALLED IN A BUILDING EACH PIECE OF HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT SHALL BE LABELED TO INDICATE THE SPACE SERVED BY THE UNIT (SECTION 304.5) DUCTS USED FOR KITCHEN RANGE VENTILATION SHALL BE OF METAL AND SHALL HAVE SMOOTH INTERIOR SURFACES,(CMC 504.2) WATER PROOF DISCONECT SWITCH NEC CLASS 1 WIRING 48" OVERHEAD CLEARANCE 12" CLEARANCE ALL SIDES CONDENSER 3-1/2"THIICK POURED CONCRETE BASE (SEE GENERAL NOTE #4) LIQUID AND SUCCION LINES INSULATE WJ 3/8" THICK ARMSTRONG "ARMAPLEX' INSULATION i I OV GF0/W.P SERVICE RECEPTACLE WITHIN 25' OF CONDENSER r Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email; jorge.garcia79@verizon.net West Construction, Inc. Keith Brinson 74-885 Joni Dr. Suite 93 Palm Desert, CA. 92260 Cell(760) 409-3506 Fax (760) 77"4$8 Email: kbrinsongrp@aol.com CONSULTANTS General Notes No. Revision/Issue Date PLAN CHECK 01/02/2007 ♦.:r �.' r Late Sheet September, 2006 M bw 8y Chk ey Jgarcla KBrinson $call As Noted Sheet Name MECHANICAL FLAN 0 v M INSPEUCIN CONCRETE A R CONCRETE GENERAL 1. INSPECTIONS PER M7 UBC SECTIONS 108 t 1701: 1. CONCRETE MASONRY, 1. CONCRETE PLACEMENT + OVALMY: t TYPICAL DETAILS: THE FOLLOWING INSPECTION REQUREMENTS OF THE 07 UBC SHALL BE MADE AS AS APPLICABLE FOR THE CONSTRUCTION OF THE PROJECT. REFER ALSO TO THE A M = 1%0 PSI MV4IMUM AND HIGHER OR AS SHOWN ON THE DRAWINGS, CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN A,CL CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE BUILT IN A MANNER PROJECT SPECIFICATIONS B. GRADE N UNITS, CONFORMING TO ASTM 90, WITH MINIMUM STRENGTHOF SP-15. A COPY SHALL BE AVAILABLE AT THE CONSTRUCTION SITE DURING CONSISTENT WITHTHE DESIGN INTENT CONTAINED IN DETAILS SHOWN FOR SIMILAR BLOCK TO BE DETERMINED BY REQUIRED F?. CONSTRUCTION. CONDITIONS, ALL WORK OR CONIRUCITON SHALL COMPLY WITH ALL APPLICABLE FOUNDATIONS 1013,531 108 z 10853 C. PROVIDE NORMAL WEIGHT UNITS FOR WALLS RETAINING EARTH & ? UNiTs • DEBRIS; BUILDING CODES. REGULATIONS AND SAM REQUIREMENTS. FOR SHEAR WALLS. PROVIDE LIGHT WEIGHT UNITS AT ALL LOCATIONS, WOOD. LAIR GYPSUM BOARD 1085.4, 1085.5 D. GROUT 200 PSI MIN, AND HIGHER AS REQUIRED BY SPECIFIED P?l REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. DO NOT PEAI'1' 2. DISCREPANCIES, CONCRETE 170L5 L EXAMINE DETAILS AND SCHEDULES. GROUT ALL CELLS, UN.O. REINFORCING TO BE CONTAMINATED 13 Y FORM RELEASE AGENT'S. E MORTAR TYPE M, MINIMUM, OR STRONGER AS REQUIRED TO MEET STRENGTH 3= EMBEDDED ITEMS. SITE CONTRACTOR SHALL VERIFY ALL. DIMENSIONS, CONDITIONS AND ELEVATIONS BOLTS IN CONCRETE 1701.5 2 CRITERIA. AT THE JOB SITE AND BRING TO TIE ARCHITECTS ATTENTION ANY DISCREPANCIES, F. SEE NOTE 2 BELOW FOR TESTING REQUIRED TO ESTABLISH F2. A ALL INSERTS SHALL BE CAST IN CONCRETE AND SHALL BE SECURELY IN THE CASE OF AN INCONCISTENCY BETWEEN DRAWINGS AND SPE.MCATIONS OR REBAR. & P.T. 'TENDONS 17015 4. G. MINIMUM CMU REINF'ORCENG, UON POSITIONED IN THE FORMES BEFORE PLACING THE CONCRETE WITHIN EITHER DOCUMENT NOT CLARIFIED BY AN ADDENDUM, THE MOST STRINGENT ?7 ? itf VF,RT, ?d ? 16' HOREZ, 276 MIN. EACH BEAD, JAMB AND CORNER, B. DRILLED FD FASTENERS ARE NOT PERMITTED UNLESS THE COMPACTOR FULLY SHALL GOVERN AND THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL WELDING _ 17015 S. SEE TYPICAL DETAILS, VERTICAL BARS MAY NOT BE SPLICED EXCEPT DETAILS AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY FOR BE PROVIDED IN ACCORDANCE WITH THE ARCHITECTS INTERPRETATION STRUCTURAL MASONRY 17015 1. 2. TO FOOTING DOWELS. THEIR UST. C. POWER -DRIVEN FASTENERS WILL BE PERMITTED ONLY WHEN IT CAN BE 3, SHORING �° BRACING, EXCAVATION & FILLING 17015 13. TESTING, SHOWN THAT THEY WILL NOT SPALL THE CONCRETE AND ARE L.00ATEI3 SPECIAL INSPECTOR 17712 & 17013 PROVIDE COMPLIANCE WITH M PER UBC REQUIREMENTS FOR PULE ALLOWABLE STRESSES IN ACCORDANCE WITH ONE OF THE FOLLOWING: MASONRY PRISM SO AS TO AVOID REINFORCING. CONTRACTOR SHALL FULLY DETAIL AND OBTAIN APPROVAL FROM THE ENFORCEMENT AGENCY BEFORE INSTALLATION" TT SHALL BE THE CONTIRACTORS SOLE RFSPOSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING AND FORMWORK, ETC, AS REQUIRED FOR THE TESTING OR MASONRY PRISM TEST RECORD OR UNIT STRENGTH METHOD D. ALL HARDWARE SHALL HAVE A CURRENT' I.CRO. RESEARCH REPORT AND PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE STRUCTURE. PERIODIC INSPECTOR 17DL62 CONTRACTOR SHALL PROVIDE ALL TESTS AND RECORDS FOR METHOD CHOSEN . . SHALL BE ACCEPTED BY THE STRUCTURAL ENGINEER, 'IN; INSPECTOR, AND A BRACING AND SHORING IS RE.QUIERED FOR RETAINING WALLS UNTIL ALL OTHER APPROVED FABRICATOR 170V 3. GROUT LIFTS: THE ENFORCEMENT AGENCY BEFORE INSTALLATION. SUPPORTING ELEMENTS HAVE ATTAINED FULL DESIGN STRENGTH, 4. CONSTRUCTION JOINTS: PROVIDE SHORING ROTHERFFAUIEDTRANMCOls' of W MASONRY UNITS SHALL BE LAID TO A MAXIMUM HEIGHT OF FIVE FEET BEFORE A HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN WALLS AND FOOTINGS TOELEMENTS CAPABLE RESISTANCE DAMAGE TO PERMANENT STRUCTURE. GROUTING, HIGH LIFT GROUTING MAY NOT BE USED UNLESS CONTRACTOR SUBMITS PROPOSED METHOD AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY SHALL HAVE SURFACES RAND AND ROUGHENED TO A MINIMUM OF 1/4" AMPLITUDE AND KEYS AT IT O.C. UON SUBMIT SPEMC PROPOSED 4. EXCAVATION: 2. CONCRETE° 4= REINFORCING IN MASONRY, LOCATIONS FOR REVIEW BY STRUCTURAL ENGINEER A DIEING THE TAKING TEST SPECIMENS AND PLACING OF ALL REINFORCED B, SLAB ON ORADF� NOMINAL A KEYS X 1/3 SLAB THICKNESS, CONTINUOUS. SEE DETAILS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL. EXCAVATION CONCRETE AND PNEUMATICALLY PLACED CONCRETE. SEE SECTION BELOW. C. ALL JOINTS NOTED ON THE DRAWINGS AS SLIP JOINTS SHALL BEARING PROCEDURES INCLUDING TAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, SIRUCTU'ItES;-MET AND L'TI11M IN ACCORDANCE ATTH THE B, DURING INSTALLATION OF ALL SLIP JOINTS SURFACE 'TROWELLED SMOOTH AND COVERED WITH 16 GAUGE GALVANIZED ENFORCEMENT AGENCY, /1 ® REINFORCING BAI METAL SHEET FOLLOWED BY 2 LAYERS OF 6 MIL VISQUEEN. SIB' JOINTS SHALL NOT BE KEYED OR PREVENTED FROM SLIPPAGE IN ANY WAY. 3• IS , OTHER TRADES: REINFORCING 5. PIPES AND CONDUIT: A DURING THE PLACING OF REINFORCING STEEL FOR ALL STRUCTURAL CONCRETE SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWNGS FOR SIZE AND AND MASONRY. 1. REBAR GRADES, PUTS AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL LOCATION OF PIPE, VENT, DUI;T AND OTHER OPENINGS AND DETAIL NOT SHOWN B. DURING PLACING OF ALL INSERTS UNLESS NOTED OTHERWISE BELOW, ALL REINFORCING STEEL, INCLUDIN� CONCRETE EXCEPT AS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. SUBM rr SHOP DRAWINGS SHOWING ALL PIPE AND CONDUIT SIZES, LOCATIONS AND ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THE ARCHITECTURAL DRAWING'S FOUNDATIONS AND MASONRY SHALL BE NEW STOCK DEFORMED BARS SPACING. MAXIMUM SIZE MALL BE 1/4 OF THE SLAB THICKNESS AND LOCATED 4. WELDING: '�_ CONFORMING TO ASTM A615 GRADE 60, SEE "WELDING & CUTTING" FOR BARS TO BE WELDED. AT THE MID DEPTH OF TI-W SLAB. MINIMUM SPACING IN SLAM SHALL BE 6 TIMES 6. BAGKFILL: THE DIAME W OF THE LARGEST PIPES AND CONDUIT SHALL NOT DISPLACE DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL 2. WELDED WIRE FABRIC: REBAR NOR IMPAIR THE STRENGTH OF THE MEMBER BACKFILL AS IT OCCURS AROUND THE EXTERIOR PERIMETER OF WALLS SHALL 6. FORMWORK: NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION WELDED WIRE FABRIC SMALL CONFORM TO ASTM An AND AIM - - - OF INTERIOR FLOOR SYSTEMS. DO NOT PROCEED WITH BACKFILL UNTIL 7 DAYS 5. HIGH-STRENGH BOLTING: A DESIGN SHORING SUFFICIENT TO SUPPORT CONSTRUCTION DEAD AND LIVE AS A MINIMUM AFTER THE COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS DURING ALL BOLT INSTALLATIONS AND TIGHTENING, OPERATIONS. 3• DOWELING, LOADS. B, DESIGN WALL FORMING CONSISTENT WITH WALL DIMENSIONS AND EXPECTED WALES ARE ADEQUATELY BRACED. BACKFTLL SHALL, NOT BE PLACED UNTIL AFTER COMPLETION, INSPECTION AND ACCEPTANCE OF WATERPROOFING WHERE OCCURS ALL WALLS SHALL BE DOWELED INTO FOOTINGS, OR SLABS WITH RARS IOF RATE OF POURING. 7. SAFETY: 6, THE SAME SIZE AND SPACINO AS THE BARS ABOVE:, UON. LAP 60 BAR C. NO PORTION OF THE FORMING OM SHORING SYSTEM MAY BE REMOVED -- STRUCTURAL MASONRY: DIAMETERS MAT. LMSITHAN 12 FLOURS AFTER PLACING CONCRETE A THE CONTRACTOR IS RESP034SMLE FOR SAFE CONDUCT OF THE CONSTRUCTION DURING PREPARATION OF MASONRY WALL BY BUBINF AUTHORITY) 4, S, LAP SPLICES: 7. CEMENT, AND 'ENE SAFETY OF THE WORKER THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SFQUEN!E, SAFETY APPLIANCES SUCH AS HANDRAILS, BARRIERS, CEME SAMPLING AND PLACING OF ALL MASONRY UN1T5, PIACE.MiEfNI' OF REINFORCI;MEN'T, UNITPRISMS PLACEMENT PLACEMENT OF ANCHOR BOLTS, INSPECTION OF GROUT SPACE IMMMIAMY PRIOR TO A DO Nat SPLICE BARS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS CEMENT SHALL BE TYPE B PORTIAND CEMENT CONFORMING TO UBC STANDARD ETC., TE40RARY BRACING AND SHORING AND REMOVAL OF SAME. PERIODIC CLOSING OF CLEAN OUTS, AND DURING ALL GROUTING OPERATIONS. OR APPROVED BY THE STRUCTURAL ENGINEER. 1�1 VISITS CLARIFICATIONTOIM SITE BY THE OR INTERPRETATION STRUCTURAL ENGINEER OT AISTITUTE SUPERVISIONFAMILIARIZATION, OR B. FOR CONCRETE, PROVIDE LAPS PER GENERAL DETAILS, UON. $, CONCRETE AGE: INSPECTION, ALL CONSTRUCTION SHOULD CONFORM TO FEDERAL, STATE, AND ! DIAPHRAGM: C. FOR CONCRETE MASONRY, PROVIDE 60 DIAMETER MINIMUM LAPS, UON. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AM CITY STANDARDS. _ D, LAPS IN HORIZONTAL BARS SHALL BE STAGGERED. CONCRETE PLACEMENTUNLESS APPROVED BY STRUCTURAL ENOINEER (SEE ACI B. PROVIDE PEDESTRIAN PROTECTION AT PUBLIC WAYS. VERIFY ANY S PLY STRU AGE NAILING DYNE WITH COMMON NAIL, TH I PANELS VPG 3DI-89 FOR LIMITATIONS ANS PRACTICES DUE TO HIGH TEMPERATURES) 8. GOVERNING CODES, ND IS TO SPECIFIED SPACING AND THAT SHEATHINGTS UNDAMAGED BY CONSTRUCTION PROCESS H= HOOKS AND BENDS: - HOOKS AND BAR BENDING DETAILS SHALL CONFORM TO UK 1997 AND CI 315. 9. FIELD FOREMAN: _ A UNIFORM BUILDING CODE 1997 & ORDINANCE 437 OF RIVERSIDE COUNTY 7 THE FIELD FOREMAN RESPONSIBLE FORE THE PLACEMENT OF ALL STRUCTURAL B. DESIGN LOADS 8= FIELD INSPECTOR 6. INSTALLATION, CONCRETE SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE L ROOF LIVE LOAD a 16 PSF ALL FIELD INSPECTORS SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THIS CAPACITY FOR THIS TYPE OF CONSTRUCTION. 2 ROOF DEAD LOAD - 19PSF 3, SEISMIC ZONE 4 CKA0 CM50 NN-10 NRL20 IN THE SPECIFIC CONSTRUCTION BEING INSPECTED, A PROVIDE TEMPLATES TO MAINTAIN SPECIFIED LOCATION OF DOWELS, 10. AGGREGATES-. 4. WIND ZONE 80 MPH ? EXPC W/ H e 20FL R PROVIDE ACCESSORIES TO MAINTAIN VERTICAL WALL BARS IN PLACE DURING POURING, SINGLE CURTAIN VERTICAL BARS SHALL BE SECURED A AGGREGATES SHALL NOT CONTAIN REACTIVE SUBSTANCES IN AMOUNTS THAT . PERMIT6, 9, TEST AND INSPECTIONS: WITH 1/4 INCH OF TITS SPECIFIED LOCATION. SUPPORT SPACING FOR VERTICAL ]k1RS SHALL NOT EXCIED 100 RAIL DIAMETERS. ARE DETERM9NED TO HE DELETBIRTOUS TO TILE CONCRETE B. AGGREGATE SIZES SHALL CONFORM t0 THE SPECIFICATIONS. A PINS FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, A ALL CEMENT, AGGREGATE, REINFORCING SPEEL, STRUCTURAL. S'1' EL E"TC. SHALT. BE D. TIE ALL SUPPORTS, SPLICES AND ACCESSORIES, AGGREGATES SHALL CONSIST OF LIMESTONE, CLEAN, H WA FIVE GRAINED, C. COARSE CRUSHED GRANITE GA SOUND C AND/ OR WASHED GRAVEL AND? ARE REQUIRED FOR R T CONSTRUCTION OF OR TH RT STRUCTURES, OR SCAFFOLDING HIGHER THAN THREE STORIES OR THIRTY SIX FEET, AND FOR FROM TE9STF,D STOCK COi� OF TEST REPORTS SHALL BE FURNISHED TO THE ABi<HTI'[?CI' UPON iREQUEST, E ALL BARS SHALL. BE SF.CLJI2ELD IN PLACE PRIOR TO PLACEMENT OF FREED SHALL BE FREE OF OR, ORGANIC MATTER 4R OTHER DELETERIOUS ICATE TRENCHES OR EXCAVAT7I,ON DEEPER 'THAN LIVE FEET INTO WHICH WORKERS ANY CONCRETE, SUBSTANCES AS L04ITEL} BY TABLE NO3 ASTM C33. ARE REQUIRED TO DFJ(vPND B, SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS. D: THE COARSE AGGREOA'MS SHALL NOT WEED 9.0 CUBIC FEET PER 1U, 7CONCRETE PROTECTION OF REINFORCING BARS, A CAST IN PLACE CONCRETE, NON M--sTRF SFD MIN. COVER 11• CUBIC YARD OF CONCRETE ADMIXTURES, COORDINATION AND ACKNOWLEDGED INTENTION AND MEANING, THROUGH COORDINATION OF SP1kiICA'TIONS, DRAWINGS AND SCHEDULES TO PROVIDE [� SUBMITTALS jAL VUMI ® 1 1 CAST AGAINST PERMANENTLY EXPOSED EARTH 3' FORMFSD, ICED TO EARTH OR Vi ATHERt A ADMDLTURfi+S SHALL BE APPROVED BY THE ARCHITECT AND THE ENFORCE- MENT AGENCY AND SECURE THE CONTEMPLATED STRUCTURE, COMPLETE AM READY FOR USE, AND ALL ITEMS SHOWN OR CALLED FOR OR REASONABLY INFERRED BY INTENT ?6 & LARGER z, B ADMIXTURES CONTAINING CHLORIDE IONS NOT PEAMITIVD, SHALL BE INCLUDED WHETHER SPECIFICALLY SHOWN OR NOT. THE CONTRACTOR 1. SHOP DRAWINGS, ?5 & SMALLER 1 1/2, C, ADMIXTURES TO REDUCE WATER CONTENT AND SHRINKAGE ARE ENCOUP-AGED, SHALL COORDINATE THE WORK OF THE VARIOUS TRADES AND CRAFTS TO D. PROVIDE CURING FOR ALL CONCRETE SLABS IN ACCORDANCE WITH ACI AVOID POSSIBLE INTERFERENCES, DUPLICATION OF WORK, OR UNFINISHED GAPS A SHOP DRAWINGS, CALCULATIONS, SAMPLES, ETC, FOR THE FOLLOWINGITEMS SHALL BE NOT EXPOSED TO EARTFI OR WBATHPIR, JW SEC 21 SUBMIT PROPOSED CURING METHODS FOR APPROVAL BY AND CONFLICTS BETWEEN OPERATIONS THE VARIOUS TRADES AND CRAPES "MIT = TO THE ENGINEER FOR REVIEW A MINIMUM OF 15 WORKING DAYS PRIOR TO ( SLABS, WALLS, JOISTS) ARCHITECT SHALL AGREE THAT, DUE TO FIELD CONDITIONS, MINOR DEPARTURES FROM THE. FABRICATION OF WORK. 714 & ,SE, 1 I/T 12. MIX DESIOW. DRAWINGS BOUND TO OCCUR, AND THAT SUCH DEPARTURES ARE SELF L CONCRETE MIX DESIGN SHALL. BE STAMPED AND SIGNED BY TEST TABS M& SMALLER 1" COMPENSATINO $0 FAR AS COST OF ADDITIONS OR DEDUCTIONS ARE PROFE&SIONAL ENGINEER & COLUM 45 I v� A PROIKi1RI1ON9 OF MATERIALS FOR CONCRETE SHALL BE ESTABLISHED BY CONCERNED. NO CLAIMS FOR EXTRAS WILL BE ALLOWED IN CONNECTION 2 REBAR AND CONFIRM TO THE REQUIREMENTS OF UBC SECTION MFOR WITH SUCH MINOR CHANGES DUE SOLELY TO FIELD CONDITIONS. 3. STRUCTURAL STEEL AND MISCELLANEOUS TIRON. PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/ OR TRIAL MIXIi1RF5 11. INSPECTION, 4. STEEL STAIR FRAMING, RAILINGS, CONNECTIONS, AND EMBEDS SHALL BE STAMPED SIGNED BY STAIR MANUFACTURER'S PROFFSSIONAL ENOINEER LU R PLYWOOD 13. CAST` IN PLACE CONCRETE, ANY INSPECTION, SPECIAL OR OTHERWISE, THAT ARE REQUBREC? BY THE BUILLI NG CODES, LOCAL BUILDINO DEPAP1MENTS, OR THESE PLANS SHALL BE DONE BY 5, GLUED LAMINATED TIMBERS 6. TRUSS JOISTS _- -.. _. A CONCRETE t145 FCF STONTL U.ONJ PSI U 4EN) AN INDEPENDENT INSPECTION COMPANY. JOB SITE VISITS BY THE STRUCTURAL 7. CONCRETE CURING METHODS 1. GRADE I SIZE FOUNDATIONS 2500 ENGINEER DO NOT CONSTITIA E AN OFFICIAL INSPECTION. WELDING PROCEDURE SPECIFICATIONS E SLAM ON GRADE 2500 12 CERTIFIED FABRICATORS ALL ALL STRRUCTURAL, LUMBER SHALL BE S4S DOUGLAS FM OF THE FOLLOWING 14. PUMPED CONCRETE: - FABRICATORS OF MANUFACTURED WOOD PRODUCTS, AND WELDED ASSEMBLIES B SHOP DRAWING SUBMITTALS SHALL INCLUDE A MINIMUM OF ONE SST OF TRANSPARENCIES. GRADES UNLESS NOTED OTHE'sRW1S - IF CONCRETE IS PLACED BY TILE PUMP METHOOD, SUPPORTS SHALL BE PROVIDED OF ALL TYPES INCLUDING STAR AND HAND/GUARDRABS) SHALL BE CERTIFIED STUDS, PLATES, AND RLOC'KLNG ..... . ........ . . . STANDARD FOR THE ROSE. THE HOSE SHALL NOT BE ALLOWED TO CONTACT THE IN ACCORDANCE WITH 1997 UNIFORM BUILDING CODE SECTION 170.7 BEFORE C. REVIEW OF SHOP DRAWINGS DOES NOT CONSIDER CHANGES OR DEVIATIONS TO THE JOISTS AND PLANKS T TO 4" WIDE AND 6' AND DEEPER .. , ... NO. 2 REINFORCING. THIS REQUIREMENT IS MANDATORY. DISCHARGE SHAM BE COMMENCING WORK IF THE FABRICATOR IS NOT REGISTERED IN THE CONTRACT DOCUMENTS AND SHOULD NOT BE CONSTRUED AS APPROVAL OF ANY SUCH 4X BEAMS, HEADERS, & STRMCIPM ................ NO. 1 DIRECTED s? AS TO PREVENT DISPLACEMENT OF REINFORCING OR JURISDICTION WHERE THE COMPONENTS ARE TO BE INSTALLED (RIVERSIDE ITEM BEAMS, HEADERS, & STRINGERS RX AND LARGER) ........... NO. I COUNTY, CAE HE SHALL SUBMIT HIS CERTIFICATE FOR ANY OTTER JURISDICTION POSTS AND TIMBERS ... . . . ..... . . . .. . ... . . . . . . NO, 2 FOR REVIEW AND ACCEPTANCE BY THE ENGINEER PENDING CERTocATION BY THE GOVERNING AUTHORITY, WHERE THE SUPPLIER CANNOT SHOW COMPLIANCE 2, ALL LUMBER SHALL BE GRADE STAMPED BY AN APPROVED OWING AGENCY. MOISTURE CONTENT $. BLOC I(INC'A', SOLID BLOCKING SHALT. BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL WITH CRITERIA OF UBC MI ILE SHALL NOTIFY THE INGBNEF,R, THE CONTRACTOR MY PROPOSE TO SUPPLY SPECIAL INSPECTION AND TESTING IN LIEU OF CERTIFICATION, SUCH TESTING AND INSPECTION TO BE DONE BY THE OWNER'S /°� �U j� ATI®NMI �1 MAXIMUM STORAGE CONTENT SHALL NOT EXCEED 191 MOISTURE UNLESS NOTED OTHERWISE S, SUPPORTS AND AT 5-W O,C. MAX. 'HARDWARE, REPRESENTATIVE BUT PAID FOR BY THE CONTRACTOR, THE CONTRACTOR SHALL INFORM THE ON - AND IM1$DONN ENGINEER OF HIS INTENTION TO I'IICCENTO 1. DESIGN, 3, PLYWOOD, CERTHU+,D FABRICATORS ASNER AS POSSIBLE RF OF NOOT112 JOIST HANGERS AND OTHER CONNECTORS SHALL. BE BY SIMPSON, SILVER PROCEED WITH THE PROJECT. SPREAD FOOTING WITH ASB,P. AT 1000 PSF (NET') PER UBC CHAPTER. 18 FOUNDATION IS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS PLYWOOD SHOULD BE STRUCTURAL L OR CDX GRADE ( WITH EXTERIOR TYPE GLUE) AND SHALL CONFORM TO PS-1-74, EACH StWET SHALL BE IDENTIFIED BY A OR EQUAL^ � /� _ LUED � � `�9� �M� R 1(), NAILING: ImF►IYIINA I LLJ REGISTERED STAMP OR BRAAAD OF THE AYA, ALL HORIZONTAL PLYWOOD SHALL HAVE ALL MOBS NAILED TO JOISTS, BLOCKS, NAILEBRS $ BEAMS. SEE PLANS AND/OR SCHEDULES FOR NAILING OF VERTICAL AND HORIZONTAL 2. FOOTINGS, SHEATHING (SHEAR PANELS AND DIAPHRAGMS). INSTALLATION OF VERTICAL I MATERIALS: ADJABOTTOM OF ALL FOOTINGS SHALL EXTEND E MINIMUMIIN 18UNINCHES BELOW LOWEST ADJACENT' FINISHED FLOOR aR P2NAE.. GRADE AND 12" MIN. UNDISTURBED NATURAL, 4, PRESSURE TREATED WQOD AND HORIZONTAL SHEATHING SHALL BE NAMED AND INSPECTED PRIOR TO COVERING, NAILS SHRILL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD PALS MATF.RTAI.S, MANUFACTURE AND QUA RY CONTROL ANC SOIL NON -BEARING RETAINING WALL FOOTINGS STERILE BE FMBEDDI S MIN. 24' BELOW EMBEDDED ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OF USING TOE NAILS, WITH COMMERCIAL STANDARD) GLUED LAMINATED TA LOWEST ADJACENT FINISH FLOOR OR FINAL GRADE. DOUGLAS FB{ AND CONFORM TO U.B,C. STANDARD 25-12. PRBDRTLL FOR ALB, NAILS M? AND LARGER 2. MATERIALS: BOLTS: BE IN ACCORDANCE WITH DETAILS AND NOTES. WHERE NOT NAILING SHALLNOTE* NO GLUMLAMINATED BEAMS SHALT, BE COMBINATION 16 F V6 OF ARCHITECTURAL INSPECTIONS ALL ALL BOLTS BEARINGS ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER ALL, NAILS SHALL CONFORM IN DIAMETER (WIRE GAUGE) AND PENETRATIONPENETRATION3. APPEARANCE GRADE WHERE MPOSED, AND INDUSTRIAL, GRADE WHERE NOT THE SOILS ENGINEER WHEN RETAINED, SHALL INSPECT ALL WORK PRIOR To THE HEAD AND NUT UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE REITGHTENF.D TO THE MINIMUM FOR 'COMMON" NABS AS SHOWN BY THE LOWER HALF OF EXPOSED AND INDUSTRIAL GRADE WHERE NOT , E (POISED, EXTERIOR GLUE SHALL PLACEMENT OF ANY IiE=1NP'CERCWG STEEL OR CONCRETE AND SHALL PROVIDE THE PRIOR TO APPLICATION OF PLYwaOA PL.M£I'1'ER, ETC, TABLE 234-•0 IW. UBC CODE, BE PROVIDED, GOVERNING AGENCY WRITTEN VERIFICATION THAT MOSED BEARING CONDITIONS ARE IN IIHI 6. HOLES NO "80V NABS SHALL BE PERMITTED IN THIS JOB 3. MATERIALS, CONFORMANCE WITH RECOMMENDATIONS OWEN IN THE SOILS REPORT PRIOR TO INSPECTION BY THE GOVERNING AGENCY HOLES FOR BOLTS SHALT, BE BORED NO MORE THAN IA66 LARGER THAN THE A SILL PLATES: THE GLUED LAMINATED BEAMS SHALL BE FURNISHED BY A LICENSED FABRICATOR 4. RETAINING WALLS= NOMINAL BOLT DIAMETER. DRILL PBX HOLES MV SMALLER IN DIAMETER THAN SILL PLATES OF ALL INTERIOR NON StIIAR WALL. STUD WALLS SHALL BE ANCHORED WITH 7/3Y D SPECIALIZING IN THIS TYPE OF WORK. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS AND HIS CERTIFICATION AS AN APPROVED FABRICATOR PROVIDE SHORING OF ALL RETAINING WALLS UNTB, PERMANENT SUPPORT IS IN PLACE, 7. LAG BOLTS, CUTTING: 12. 3 1/0 PINS ? 24' OC. MAX, UNLESS OTHERWISE NOTED. SPLICE: TO THE EINGTNEE R FOR APPROVAL PRIOR TO FABRICATION. PROVIDE BACK TILT DRAIN SYSTEM 15ffiR SOILS REPORT FOR ALL ERETAINIGWATERPROOFING L SUB GRADE RETAINING WALLS PER UBC GRAPIER 18 STRUCTURAL MEMBERS SHALL NOT W CUT FOR PIPES, ETC, UNLESS SPECIALLY LAP ALL PLATE SPLICES NOT LESS THAN v'v NOTED OR DETAILED, AND APPROVE? IN WRITING BY THE ENGINEER, a• S .Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net JMAL West Construction, Inc. Keith Brinson 74.68E Joni Or, Suite M5 Palm Desert, CA, 92280 Coll (760) 409-SS06 Fax (760) 779.0488 Email; kbrinsongrp@aol.com CONSULTANTS CHARLES D, GARLAND STRUCTURAL DESIGN 74-854 VELTE WAY SUITE #5 PALM DESERT, CA 92260 -- pRGi11"C p (760) 340-3528 Tel, 340-3728 (760) Fax GFl CR(( t� q� � Gq 2a°1 A0. r General Notes I No- RevisionAssus Date PLAN CHECK 0 102/2007 Additions and Alterations for - Date Sheet September, 2006 Dw By Oink By Jgar(ia I Brinson Sheet Name STRUCTURAL NOTES I 00 NEW 36'80X18" THK. W/ 4R4 EA. WAY. (TYP OF 4) A NE 24" 80. X I T THK. W/4#4 EA. WAY. I I I ( I / L TJ 4 I CI tli tli @I i ! 11 I tli I EXISTING SLAB TO REMAIN II I I II II EXISTING $LAB TO REMAIN J'I L II "ll ___—_ __— _____ ___ r � r--------------- Lil I I II I I ! I I I I I I / III I\ li l II i li I I I l r � Itll EXISTING SLAB TO REMAIN nu I II I I I I I IrJi II 4UI(�1 }{ II M / uu / IIII ( nu _ter__ -__-______ �EXISTING SLAB TOREMAIN 1r= �I I I ---- —.. _ IIII IIII I Itll — I' _--- I , -- � yr`" r1 it V II L�------y `'-- — — — — — I! �I --- ----mew— g-a=--==°� -- --r ---------- 1 I II it I 'I II NI ii II ALL STEM WALLS TO BE S" WIDE (U.O.N) $, SHALL HAVE THE 1'- SAME FINISH FLOOR ELEVATION AS MAIN FLOOR, PROVIDE TERMITE TREATMENT OF SOILS PRIOR TO POURING 2,- CONCRETE. COMPRESIVE STRENGTH 2,500 PSI, MIN. AT 28 DAYS READY 3. MIX CONCRETE ASTM 094 (U.N.O.). ALL COLUMN BASES, COLUMN BOLTING, HOLDOWN STRAPS AND HOLDOWN BOLTS, CRITICAL TO THE STRUCTURAL INTEGRITY 4,- OF THE BUILDING, SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES PRIOR TO FOUNDATION INSPECTION. PROVIDE MINIMUM 26 GAUGE GALVANIZED WEEP SCREED AT 5' FOUNDATION PLATE LINE, UBC 4706(e), WEEP SCREED $HALL BE A MINIMUM OF 4"ABOVE ADJACENT GRADE AND 2'A5OVE ADJACENT FLATWORK. ALL HOSE BIBS SHALL BE PROVIDED WITH AN APPROVE NON- 6.- REMOVABLE BACK FLOW PREVENTION DEVICE PER UPC SECTION 1003. 7 - ALL SILL BOLTING SHALL BE 5/8" 0" A.B. (46" O,C.) (MAX) (U.N.O.) g,- ALL ANCHOR SILTS SHALL HAVE 2" X Z' X 3/16" PL WASHER INSTALLED BETWEEN WOOD &AB. NUT. 8,- 2 - ANCH, BOLTI FASTENER MIN. PER SILL PL. MEMBER. 10 - DEFORMED REINF, SHALL BE ASTM A615, A616, A617. 11.- ALL HARDWARE PERTAINING TO FOUNDATION MUST BE IN PLACE, 12,- PROVIDE TREATED SILL PLATE OR VAPOR BARRIER UNDER ALL COLUMNS PER BLDG, DEPT. 13.- HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. SECTION 14- THE SOIL CLASSIFICATION,WHETHER OR NOTTHE SOIL IS EXPANSIVE END NOTE THE ALLOWABLE BEADING VALUE ON PLANS PER TABLE 18.1-A & B SECTION 106.3.3 15,- NOTICE.: NO INSPECTIONS, OTHER THAN FOUNDATION WILL BE MADE UNTIL TRUSS PLANS ARE SUBMITTED AND APPROVED BY THE BUILDING DEPARMENT. 16,- TRUSS PLANS SHALL BE APPROVED BY THE ENGINEER/ARCHITECT OF RECORD PRIOR TO SUBMITTAL FOR APPROVAL 1T- POWER DRIVER PINS HiLTI X-ZF 47P8S23 ICBO#2368 1/2 GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS (i 5/8" x .086' 0 w19f32" HEADS) OR 5d COOLER NAILS (1 5/8x .86" 0 wl15/64" HEADS) AT 7' O.C. MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 518" 0 x12' LONG ANCHOR BOLTS (w/2"x2"4116" THINK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6-0" O.C. MAX. (ALLOWABLE LOAD: 50 plf- PER Lee TABLE 25-1.1997 UBC) 7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, SILL AND PLATE @ 6" O.C. MAX. wf No. 1lx1 1/2" GALVANIZED NAILS WITH 7/16" O HEADS OR ATTACHED Wf No. 16 GAUGE STAPLES HAVING 718' LONG LEGS. ANCHOR w1518" 0 x 12" LONG ANCHOR BOLTS (w/2"s2"x3116" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 48" O.C. MAX. (ALLOWABLE LOAD: 180 pit PER UBC TABLE 25-1.1997 UBC) D D D THE NEXT THREE (3) SHEAR WALL TYPES $HALL ALL HAVE THE FOLLOWING IDENTICAL STRUCTURAL WOOD PANEL DIAPHRAGM; (1 ,2 & 3 ONLY) Jf 15132" CII PLYWOOD OR 15132" ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS, w/ THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OFTHE STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FALLOWS: 8d COMMON NAILS @ 6 O.C. AT ALL PANEL EDGES AND Bd COMMON NAILS @ 12" O.C. AT ALL FIELDS. !, 1 ANCHOR WITH 5/8" 0 BY 12" LONG ANCHOR BOLTS AT 48" O.C. (ALLOWABLE LOAD 260p1f-PER DEC TABLE 23d1-I-1; FOOT NOTE No. 4-2001 CSC) CONSTRUCTION NOTE(S) 1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) 8d COMMON NAILS @ 4" O.C. AT ALL PANEL EDGES AND Be COMMON NAILS @ IT O.C. AT ALL FIELDS. Z II� ANCHOR WIT115/8" 0 SY 12" LONGS ANCHOR BOLTS AT32" O.C. (ALLOWABLE LOAD: 380 plf-PER CBC TABLE 23-II-I.1; FOOT NOTE No. 4.2001 CBC) CONSTRUCTION NOTE(S) 1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) r 8d COMMON NAILS @ 3" O.C. AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O.C. AT ALL FIELDS, 3 ANCHOR WITH 3/4" 0 BY 12" LONG ANCHOR BOLTS AT 24' O.C, (ALLOWABLE LOAD 490 plf-PER CBC TABLE 23-11.1-1; FOOT NOTE No. 4-2001 CBC) CONSTRUCTION NOTE($) 1,2,3 & 6 APPLY (NOTES 4 & 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) ,II 15132" STRUCT. I APA PLYWOOD OR 15132" ORIENTED STRAND BOARD (O$B) APPLIED DIRECTLY TO THE 4 I\ STUDS, WITH THE LONG DIMENSION OF FULL PANELS PARALLEL OR PERPENDICULAR TO THE LENGTH V OF THE STUDS, ALL EDGES SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILES AND ANCHORED AS FOLLOWS. 8d COMMON NAILS @ 2 1/2" O.C. AT ALL PANEL EDGE$ AND 8d COMMON NAILS ....: @ 12" O.C. AT ALL FIELDS. ANCHOR WITH 314" DIAMETER ANCHOR BOLTS AT 16" O.C. (ALLOWABLE LOAD. 730 pit PER CBC TABLE 23-11-1.1.2001 CBC) CONSTRUCTION NOTE(S) 1 2,3&6 APPLY (4 AND 5APPLY WHEN DIAPHRAGM AT BOTH SIDES) In structural panel on ar walls 2, 3, 4, foundation sill plates and all framingg members receiving edge naing from abut)ing panels shall not be less than a single 8" nominal member 4•!�REFERENCE TO SHEAR WALL LINE CALCULATION (A,B,C,D, ETC.) SHEAR WALL LENGHT IN FEET M1 $HEAR WALL CONSTRUCTION TYPE As SPECIFIED A80VE - ----- ----- ----- ---- II l I 1 II 11 II I II II I I I j �I III ul ul Ill S Jorge L. Garcia Principal Designer Fax; 760.836.0856 Mobile: 760.272.9222 email: iorge.garcia79@verizon.net West Construction, Inc. Keith Brinson 74-885 Joni Dr. SURe 93 Palm Desert, CA. 92260 Coll (760) 409,$506 Fax (760) 779-0468 Email: kmInsongrp@aol,com CONSULTANTS CHARLES D, GARIAND STRUCTt.1M DESIGN 74-854 VELIE WAY SUITE #5 PALM DESERT, CA 92260 (760) 340-3528 Tel. (760) 340-3728 Fax o GA,, T ENO I x is G 91'2�0 �i1rV fi General Notes ! No. RevisionAssue Date Al PLAN CHECK 01/0212007 Date Sheet September, 2006 Dw By Chk By Jgareia KBrinson Scale As Noted Sheet Name FOUNDATION PLAN 0 LL Scale: 1/4"1'-0" I TO THE TRUSS MANUFACTURER I v PERMIT !� -- --- --- N ---- ------------- I !q =\1i�.1 t I ,I1 Lf i --------------------, —I-------------I------------------------------------------------ , ------ ------ r _ �I __ _!L fit 1,"'. I_ ___ —®___ ____ ______ _____ _____ __._„e_______ ___ _____ _—__Y __e_. _,--_—_s____ .T Li — I "'A �d`i— __ Ii/`_ j \ 6 _ _ _ i'i III h /' ,' 1 X (� O Q I' 11 I N III II I � ALL RO F EXIST) TO RE ! AL ROOF FRAMING EXISTING I i I I I I 1 � _ _ 1--a- ---------- -- �Q �QJIto I tl TO f$EMAIN i 111 1 '�X lu =- -- L1-/ — /--- ICI r--- LIS (Bk�... 0 ----v 'I B2 I(M SXT 9M. 1 J���Q ` I v4 /'�i PH QE ,I III \ I---- _ -L ____— �I IBZi ■1® \ pi1� ®1[JtaE BM. 1 III /ice �\� /i,,, �) JJI CC I § IX NNW 1 \/ -_--1 \ II I / � ! I' -�'•�° II r I II \ (M IBX12 BEA 1 I \ 1 ' -- ra \ 5 \�`I 1it-T—(-�-T--- ---------- li 2 4 dl �s _ ® i. ' H I' i� AL ROOF RAMING XI TI ___ / I ---- ---- --- i �„ I TID REMAIN Ip AL7ROOFF MWG EXI TING \-------- 'F __4_ r_—__ -h'--- ---rr-_ _-- --- --- ! II OI %Q a ` ! `\ L_�__ -__ ____ ____ _ ______�--1- Imo_ L___ _ II N 7bMA1N --- ----- -----� L=� t------------ L __D -- ___-___11_�I II 'Y/,a♦ tC \\\J \\ \\ , \\ )III I If any ERRORS, DISCREPANCIES or OMISSIONS appear in the drawings, specifications or other contract documents, the truss manufacturer shall notify the designer In Writing of such error or omission In the event that the truss manufacturer fails to give such notice before construction SRI fabrication of the work, THE TRUSS MANUFACTURER WILL BE HELD RESPONSIBLE to the result of any errors, discrepancies or emissions and the cost of rectifying the same. FRAMING NOTES 1: LUMBER FOR FRAMING SHALL BE AS FOLLOWS' A) HEADERS - #1 D F. OR MICRO IAMB BY TRUSSJOIST-MC MILIAN- 5)BEAMS: #1 D.F. OR AS SHOWN ON PLAN C) ROOF JOIST (TJI'S): BY TRUSSJOIST-MC MILLAN. D) ROOF TRUSSES - AS PER PLAN. E) STUDS - STD GRADE KILN DRIED DOUGLAS FIR. F) TOP PLATES, RIBBONB,LEDGERS: NO 2DOUGIASFI1,0RBDN, G) SILL PLATES.- TREATED DOUGLAS FIR. H) LATTICE LUMBER: No. 2 RS. 2.- CONCRETE SHALL BE 2, 500 PSI., 28 DAY STRENGTH. 3- FRAMI NO HARDWARE SHALL BE SIMPSON. ST KONG TIE. 4: TRUSS LAYOUT SHALL BE PER MFR. APPROVED CALCULATIONS & PLANS. 5' ROOF SHEATHING SHALL BE COX PLYNAOD GRADE MARKED BY APA Wi SPAN INDEX 32116 OR COMPARABLE 2-M-W PARTICLE BOARD. 'P: STRUCTURAL & MISS. STEEL AS RED. SHALL BE A 36 GRADE. T. DEFORMED REINFORCING SHALL BE ASTM A815A616, A617 8- BOLTS, LAG BOLTS ETC SHALL BE COMMON GRADE. 9- ALL BOLTS LAG BOLTS CONNECTIONS IN WOOD SHALL HAVE ST'O CUT WASHERS INSTALLED BETWEEN BOLT HEADS & NUTS & SURFACE OF VGI le LAG BOLTS SHALL BE PROVIDED WITH PILOT HOLE V16'SMALLEN THAN LAG SHANK DIAMETER MACHINE BOLTS SHALL BE PROVIDED WITH HOLES 1/16"LARGER IN DIAMETER 11: ALL RAKE WALLS ARE TO BE BALLOONED FRAMED I I i "EACH TRUSS SHALL BE LEGIBLY BRANCED, MARKEDOR III OTHERWISE HAVE PERMANENTLY AFFIXED HERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OFTHE SPAN ON THE PACE OF THE BOTTOM CHORD: A.) IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS B.) THE DESIGN LOAD. C.) THE SPACING OF THE TRUSSES. 1. BEAMS Is HORS. (SAWN LUMBER SHALL BE #1 DF. 2. ROOF JOISTS/RAFTERS SHALL BE #2 DF 3, MICRO -LAM BMS. SHALL BE AS BY TRUSSJOIST-MC MILLAN OR PRIOR APPROVED EQUAL 4, STUDS SHALL BE CONSTRUCTION GRADE OR BETTER 5. ROUGH FRAMING HARDWARE SHALL BE 81MPSON STRONG -TIE OR PRIOR APPROVED EQUAL 8. 1 RUSS LAYOUT IS SCHEMATIC, SEE TRUSS MANUF. CALLS FOR FINAL CONSTRUCTION, DETAILS, LAYOUT SPECS, ETC. (ALLOWABLE LOAD. 425 PLF 1997 j8CLr8L2341-H) JOB21 STRUCTI PLYWOOD OR 1C'GRIENTED STRAND SO LOSE) LAID NHLONG DIM_ OF FULL SIZE PANELS PERPENDICULAR TO THE SPAN OF THE ROOF FRAMING ALL UNSUPPORTED EDGES BLOCKED. END JOINTS STAGGEREDAND NAILED AS FOLLOWS @ 21NCH NOMINAL MOTH MEMBERS IN is 4" O C- @ GRAPH. BOUNDARY (BTU) Od I@ 6" O.O Q INDIV. PANEL EDGES (EN) Wd Q IT O.C. 0 FIELD NAILING UHU TYPICAL CHORD SPLICE: 8 PAIR OF 16d NAILS @ EA. 4'-0" LONG LAP SPLICE IN THE DOUBLE TOP PLATES. BOUNDARY .�� PRO4mE IiGE G3IT 1A4. I.T e1En IPS...M C N4TPE0'JIRE EOG[30CN1G. RI.FTEBB OR JOI GJIOOWS8s8- _ - - INTERMEOI AiE BEUSJC RFIDI Itr 9HT - TYPICAL ROOF SHEATHING NOTES. 1. RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS (PERPENDICULAR TO) JOIST. 2- STAGGER PLYWOOD END JOINTS T-D'MIN. AS SHOWN. J. ALL NAILS SHALL HAVE A MINIMUM OF 30EDCE DISTANCE. 4. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A4'-fY' MODULE TO COINCIDE WTH PLYWOOD PATTERN. is SEISMIC ZONE 4: 2'NY) ANCHOR BOLT NUTSAF 2: SEE ANCHOR BOLT CA CALCULATIONS. 3: EDGE NAILING ATABUI PNSHALL BE APPLIEDT 4: APPLYING EQUAL TRIO OFASHEARPALL AND DOUBLET-5 LOAD CAPAC APPLES TO ONLY ONE FA 5: STRUOTURALWALLPA AND WTH LOGE HAI FOR ONE SIDE OFFSET ON APPLIES) 6: ALL SHEAR WALLS HAI SHALLBEPROViDEI W THE DIAMETER PR0SORI8 BOLTS SHALL BE SET T' IN 7: VMERE THE CONTRAS THEFOOTINGSAND SO SHALL HAVE A MINIMUM I TOP OPTHE FOUNDATION B: ALL ANCHOR BOLTING CONCRETEINBERTS St SUCH DEVISES PRIORTO INSPECTION AND DURING @ ALL ANCHOR BOLTS At CONCRETE HARDENINI CONCRETE HAS HARDENI RESULT IN REJECTION OF 16' PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL THE6M3ODS11.. ULATIONS FOLLOWING THESE NOTES IN THE NO PANEL EDGES POk WALLS LOA DES IN EXCESS OF BAD 3x OR WIDER STUDS. LESS STRUCTURAL WOOD PANELS TO BOTH MD FACES "MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE YOE WALLS HAVING THE SAME PANELSAND NAILING _L SHEAR WALLS WITH PANELSAPPLIED TO BOTH FACES LESS THAN TO.C. SHALL HAVE ABUTTING PANEL EDGES STUD SPACE PROM THE OTHER SIDE (NOTE No 3 ALSO IS A LOAD CARRYING CAPACIFY IN EXCESS OFSfi@V9 13x P TD F SILL PLATES AND 12" LONGANCHOR BOLTS OF IN 10 HOLDOWN STRAP HOOKS SHALL BE STABILIZED DURING THE CONCRETE POUR IN ORDE-RTO ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OFINSERT[ON. 11. SIMPSOM SM DING WALLS SHA ILL CON FORM TO I CBO ROT. NO. PVC&L5 SHEAR WALL CONSTRUCTION lOr GYPSUM WALL BOARD APPLIED DIRECTLY TO a STUDS WITH STANDARD WALL BOARD NAILS (1 5f9'x .ORS" O W/9132' HEADS) OR 5d COOLER NAILS (151&X SaG O W1t5W'L[EADS)AT 7 0C. MAX TO ALL 91 JINN, Ll LLD, PLATES AND BLOCKING ANOIHLARt'tOwBl B 4E"'ILDN[I'ANCHOR BOLTS(w@'x2`W11 WINK PLATe WASHERS BETWEEN NUT AND WOOD SILL)@6-0"GC. MAX. (ALLOWABLE LOAD SO pll-PER UCB TABLE 257-IBIS) UBC) 7/8 PORTLAND CEM IiNT PLASTE R ON WOVEN WIRE OR EXPANDED METAL LATH NAI LE D AT EACH STUD, SILL AND PLATE @ 0 O C. MAX. w/ No IIxi 1/2" GALVANIZED NAILS WITH 7116" 0 HEADS OR ATTACHED W/ No. IU GAUGE STAPLES HAVING 718' LONG LEGS. ANCHOR W1518" 0x 17 LONG ANCHOR BOLTS (W12"X2M3/ffi t HICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 48" O.C. MAX. (ALLOWABLE LOAD. 180 pif- PER UPC TABLE 2Ef-1997 UBC) D D D THE NEX t THREE (3) SHEAR WALL TYPES SHALLALL HAVE THE FOLLOWING IDENTICAL. STRUCTURAL HOOD PANEL DIAPHRAGM'. (1 2 & 3 ONLY) 15132 COX APA PLYWOOD OR 15EL'ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS, w/THE LONG DIMENSION OF PULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES Or EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED ANDANCHOREOASFALLOAS: D8d COMMONNA115@6" OD AT ALL PANEL EDGES AND ed COMMON NAILS@1 T'OG, AT ALL FIELDS. ANCHORWITH M 0Br `CJNGANCHDRBOLTSAT48O.C. (ALLOWABLE I DAD260PI7 PER CBO TABLE 23-W-1: Poor NOTE No 4-2001 CDC) CONSTRUCTION NOTELS)1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) DBd COMMON NAILS 4? 4' O C AT ALL PANEL EDGES AND Bd COMMON NAILS 12' O.C. AT ALL FIELDS. ANCHOR LMTI : of 0 BY 12" LONG ANCHOR BOLTS AT 32' OC. (ALLOWABLE )AD. 360 pit -PER CDC TABLE 2311-1-1, FOOT NOTE No. 4-2001 CDC) CONSTRUCTION NOTES)1&2 APPLY (NOTES 3,4,5 AND APPLY WHEN DIAPHRAGM AT BOTH SIDES) D8d COMMON NAILS 0 Y GO AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" Oc. AT ALL FIELDS. ANCHOR Al I,1314" 0 BY ITLONG ANCHOR BOLTSAT 24" O.C. (ALLOWAI E LOAD. 490 Plf PER CSC TABLE 23II4-1, FOOT NOTE No. 42001 CBC) CONSTRUCTION NGTE(S) 1 2B & 6 APPLY (NOT ES 4 & 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) D lO3Z"STRUnr. 1 APA PLYWOOD OR 15/32" ORIENTED STRAND BOARD(OSB) APPLIED DIRECTLY TO THE 4 STUDS, WTH THE LONG DIMENSION OF FULL PANELS PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STJOB ALL EDGES SUPPORTED ON STUDS, SILLS. PLATES OR BLOCKING AND HAI LES AND ANCHORED AS FOLLOWS: IS COMMON NAI LS@2112"O.C. AT ALL PANEL EDGES AND Bd COMMON NAI LS _ _ ANCHOR L _ -- - --- --77M I li d - �I- I -- - _ - /, \\ �\ Itll IpOLOVIVA AT ALLFIELDS.t-PERCEO TAB4DIAMETER ANCHOR BOLTS AT 160C. APPLY NI D 5APPLY MEN y�____ _ _ ----at 'i rl / ______ __ __ __ _ _—_— _ II , In eV�YpWO�TIDN NOTEN(5411B26rWSd9TwnalNplpkeand all¢ynIDIAP�H�GM AT BOTH 5ID ) L __—S-L' ___1[I __+' ��_Ipit � _ — __— IF III // 7_________________________ \ �_ 1... r __—r I'x\\ I� rectlM g@IpIXRB ham ab@I�n Panels tHali not 9A1.1"en6a SIDES) T ]I, _ 1 \ —i U\) 1 _ { S I\ 1 SHEAR WALL LENGHT IN FEET single mmin6l memN9r --LH -- 1 -- \ I / r `\ REFERENCE TO SHEAR WALL LINE CALCULATION (AIB DO, ETC.) ++- II r �, --- LI 4 _ __TT_11 BQ O i / ,,�i��i I /� —_C1 _ ;_—_ --11 D�,y0� II i ( I / A\ L� �� A_SHEAR WALL CONSTRUCTION TYPE AS SPEQFIEDABOVE --- --- - -- - II _ I / IL t I T I II ,'---------_ � �_____-_______ ...-------------------------�'----� I I -- I ---------- 11 I I I 1__s__________ , ,.1 r_________________________________________T___rt___r________y \ i I W I v`v LEI / v 7 it W \ ILL i\ __________________________ I `v 11 /' j i L��t I /' j � S� I v m It It L II \ / I! / \ I q 1 ri 131 / I I' ___i I lit r-I_—__—T______� ____,mil___ // \\ 0 L------------Jti_ v ---------- J I ! j \1 i I b I 1 \\ I ! u \\ I 1 I W I DO z / \ / / , / \ ,J I \ i / \ II it I It Af rJ \ _ I II / \ it /' \\ 111 1 11 I II /' II ll vv `v I �I � I I vv A `vrT - I - — - - - - - - - - - - - - --- --' I / L-SJ_C.L�-CT�_CT�_L1_J. I / I«�o� 1 1 SM 24X9 0 Jorge L. Garcia Principal Designer Pax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net mosok- Construction, Inc. Keith Brinson 74.885 Joni Dr, Surs #3 Palm Desert CA. 92260 Coll (760) 4001 Fax (7Bb) 779.0488 Email: korinsongrp®aol.aam CONSULTANTS CHARLErSSD. GARLAND STRUCTURAL DESIGN 74-854 VELIE WAY SUITE #5 PALM DESERT, CA 92260 (760) 340-3528 Tel. (760)340-3728 Fax Oaf v rV I General Notes No. Revisionllssue Date PLAN CHECK 01/02/2007 Additiorts aid Date Sheet September, 2006 DW By ChR By Jgercia KBrinson Scale As Noted I Rood Framing Plan Scale: 1/4"-11-0" 0 7,- f HEAR MAX PANEL ALL SHEATHING HEAR MAX COUPLING E FOUNDATION POST -SEE NOTE SHEAR WALL SHEATING IF SLABIFTG. IS MONOLITHIC WHERE OCCURS NOTE IF SLAB/FTG. IS MONOLITHIC SHEARWALLSHEATING WHERE OCCURS (WHERE RIOR PLASTER TO MATCH EXISTING PLAN POUR THEN ONE #b MAY BE USFD POUR THEN ONE #5 MAY BE USED SIMPSON CB OR LCB SET WALL W/ MFN'R PROVIDED /— 3/4" 0 x 30" ALL THREAD SEE PLANS FOR SIZE 2 x STUDS 16" 0. C. W12 x 2 x STUDB @ 16" O, C. W/ 2 x 12" LONG X1 /2" 0 BAR @ 24" 1 2 x 6 STUDS @ 16" O. C. W12 x TEMPLATES / BOLT (CB OR CB STUD & PB A$ SIM) I O.C, 6" MIN, EMBEDMENT INTO TREATED SILL PLATE W/ 5/8" 0 - TREATED SILL PLATE W/ TREATED SILL PLATE W( EXIST. FOOTING X 10" AS i" EMBED MIN, & 2X2X3/1W 518" ANCHOR SOLT (TYP.) W/3/16"THICK 2 X2"PLATE WASHER 7d5/8" ANCHOR BOLT (TYP.) W13l16"THICK 2"X2" PUSTE WASHER SQ WASHER@ CORNERS & OPNGS SPLICES, SPACE @ 4'-0" o.c. V.N.O. a' • a 4 a �' . 4" m f E.N. 6" B" @ SHEAR WALLS. a 4 ° 4"THK. CONCRETE SLAB E'N' 4" THK CONCRETE SLAB - 31/2 " THK. CONCRETE SLAB 4"THK CONCRETE SLAB . _ 4 a 4 I ' 4. .. a g i a 'a 4 a d ii- a (I ' i�j " 44 a '; 4a_CONT a a F.G, i _ BOTT ! + a a 10 MILL VISOUEEN OVER `-r'' z i a 4 '-10 MILL VISOUEEN OVER -\ S MILL VISQUEEN OVER �2" ° • 4 44 , b Ir` W a m j #4 BAR CONT. @TOP & BO1T 4 a f 6 / T CLEAN SAND (TYP.) a 2' CLEAN SAND (TYP.) 5 CLEAN SAND I TYP,) o t a ° " . # a' I , a. 4 (CONT -LAP @ 24"MIN,} •. at t S.a 6 x 6-10710 W.W.F. @ CL. SLAB 6 x 6 -16/10 W.W.F. @ GL SLAB n - 6x6-10/10W.W.F. @ CL- SLAB FOOTING CONT, AT SIM. DETAIL a a 4. a. .. re i ,. #4 BAR CON'i'. (LAP. 24"MIN.) \ I in "' ' - BAR CONT. (LAP, 24"MIN.) BAR CONT. Top _ (I SEE FOUND, PLAN - -- F, (TYPICAL) (TYPICAL) BOTTOM LAP. 24" MIN. l GRADE BEAM - - FOR SIZE & NUMBER z" I 1'-D" (TYPICAL} I A SHEAR MAX ," I, sEEFCNI4IvrC�AlPIArte OF REINF. FOR SIZE AND LOCATION EXIST°G NEW Perimeter Bearing Footing scale 1 Interior Bearing Footing scale Footing Joining scale 3 Shear Max Footing SDaie 4 Scale 5 3/4"=1'-0" 3/4"=1'-0" Pad Footon At Wood Post Exterior 2X NAILER C END CONDITION POST - SEE FOUNDATION PLAN FOR SIZE. 2X STUD W / HD M.B.'S (4X POST WHERE OCCURS) SIMPSON CB" or SIMPSON CBSO 44 FOR 2X STUDS @ 16 O.C. EXTERIOR CONDITION I E.N. HOLDOWN BOLT (0 & L) �s X6 76"O.0 @ � --- -1 ROOF SHEATHING TYP. ROOF SHEATHING — CONT. COND. j I - — @ HD2A W / SST616 LINE OF SLAB EDGE @ SIM. DTL- F- ; !* - 4" THK. CONCRETE SLAB 6 PRESSURE BLOCKING -- . 6d NAILS @ 6, 6,12 U.O.N. HD6A W i SSTB20 + WHERE OCCURS- - \ @ HD6A W / SSTB28 . 4. A a a .. 4 i 'IIh(l i' SIMPSON CHIT T CONNECTOR 0 0 w/ 2x PLATE - f (E) 1 6d - o . a'+ a' - - 4X8 BEAM F— R.R.ORTRUSS 2X P.T. SILL PLATE 4a,.a a `— ' - 4X4POST i TOP CHORD a o — — ( EMBED, DEPTH. [] p 4 _ I I o @HD2A&HDSA=12"& a y no 4 -t LINE Of PIER/STEM to }�` @ HD6A & HD8A = 24" ° g $ _ . <a. n • a @ ALT. DTL IT. STEM @ F. FUR,) i N FACE OF FOOTING SEE FOUND. PLAN I I Imo_ t @ END CONDITION ''JJ FOR SIZE & NUMBER OF REINF \ / SEE FOUNDATION PLAN - - FOR SIZE AND LOCATION DWI)-04Vr.DWG OWD-04Vr.DWG Holdown and Bolt for Shear Wall Scale scale 7 Not Used Scale Trellis Detail scale California Framing scale 1® Pad FootingAt Wood Post 1°=1'-0"' 1„=1' 0" 1"=vz' 1„=1'-0" NOTCH TOP CHORD FOR OUTLOOKERS TYPICAL ROOF SHEATHING E, E EN. SEE PLANS FOR OVERHANG (TEE PLANICAL S) F bIAPH. (SEE AL ROOF DIAPH. _ & FASCIA — I E'N' FILL 2X SOLID BLOCKING � RA. FRAMING E.N. 2.16d EXI TINGMANUF.TRUSS £PACED PER PLANS I �NEW MANUF. T RUSSES SPACED PER PLANS SPACED PER PLANS SPACED NEW NIANUR TRUSSES SPACED PER PLANS MANUF.TRUSSES �I Ll (180 PLF WHERE APPLIES) SPACED PER PLANS 2X STUDS @ 0.0, {U.N.O.} 2X STUDS @ O,C. (U,N,O.) ALT. SHEAR BLKG. — TYPICAL ROOF DIAPH. SHAPED PLATE W/ A 36 @ 32" O.C. (U.N..) (SEE PLANS) 16d Q 4" O.C. HEADER �— DBL. TOP PLATE III I STRAP PER PLAN WOOFS TRUSSES -SEE I 16d@6"OC. N. 16d@WD.C. BLOCKINGASREQ. FRAMING PLAN FOR TYPE 16d @ 4" o.c. FOR FULL LENGTH DBL, TOP PLATE & SPACING (DASHED SCISSOR r OF STRAP j SHOWN COMMON) DBL. TOP PLATE DBL. TOP PLATE 16d O.C. 2X STUDS @ O.C. (U.N.O.) 2.16 d @ EA. JST. A 35 @ EA. BLOCK ( SHEAR WALL SHEATHING SOLID BLOCKING @ 6" DOUBLE TRIMMER SHEAR WALL SHEATHING (ALT, SHEAR WHERE OCCURS (TYP„) SHEAR WALL SHEATHING WHERE OCCURS (TYP„) WHERE OCCURS WHERE OCCURS (TIP„) � BLOCK) 5.16 d @ F.A. BLO 2X STUDS @ D,c: (U,N.o,) 2X STUDS @ O.C: (U,N.O.) ® P E N SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) DWD-04Vr.DWG DWD-04Vr.DWG DWD 04VLDWG DWD-04VT.DWG DWD-04Vr.DWG Shear Transfer Scale 1 Shear Transfer at Eaves scale 12 Shear Transfer scale 13 Shear Transfer Scale 1 Drag Detail Scale TYPICAL ROOF SHEATHING 2.16d i MANUFF.TRUSSES BY TRUSS SMANUTRUSSES MANUFACTURE BYTRUSS MANUFACTURE , SPACED PER PLANS SI ON STC +SIN @ 48" O.C. T DBL. TOP PLATE N L 2X STUDS @ 16 O.C, 2X4 BLKG. @ 4S" O.G. DBL, TOP PLATE @ SIM. LOCATION, DWD-04VT.DWG I DWD-04VT.DWG DWD-04Vr.DWG I DWD-04Vr.DWG DWD-04VT.0WG Truss to Non -Bearing Wall scale 6 Truss to Non -Bearing Wall scale Not Used $ Not Used scale ;� 9 .. -. Not Used Scale 20 1"'-1`-D„ Parallel 1„=1'-0° Per endicular 1"=1'-0" InLii 1"=1�_®' C� w� S Jorge L . Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia79@verizon.net Construction, Inc. Keith Brinson 74-885 Joni Dr. Suite #3 Palm Dosort, CA. 92260 Cell (760) 409-3506 Fax (760) 779.0488 Email: kbrinsongrp@aoI,00m CONSULTANTS CHARLES D. GARLAND STRUCTURAL DESIGN 74-854 VELIE WAY SUITE #5 PALM DESERT, CA 92260 (760)340-3528 Tel, -„CZO) 340-3728 Fax 1P Oug\I - 9®�PIp0. General Notes I No. Revisiontlssue date '\ PLAN CHECK 01/02/2007 Additions and Alterations for: 544-555 Southern Hills, PGA West La Quinta, CA. 92253 Date Sheet September, 2006 �Dy Gnk6y Jgaroia KBrinson aq I ) SheetName l 9 TABLE 1 - TOP -OF -PANEL CONNECTORS PANEL I SMTC PER A36/LTP4 NOTES: PE WIDTH I PANEL P PANEL 1 APPLY EVENLY ACROSS PANEL " I 16 2 4 (ONE SMTC OR TWO A35's PER SMTC, LTP4 OR ALT, CONN. AS SMTC, LTP4 OR ALT. CONN. AS 1$" 2 & SIDE MINIMUM SPECIFIED ON FLUSH FACE SPECIFIED ON FLUSH FACE -" -i ) 21 3 _ 2. MIXING OF SMTC, A35 & LTP4 (MIN ) PLATE 24" 3 IS ALLOWED DBL 2x6 , ) / 6x BEAM OR HEADER 28" 4 - 7 � 3. ONE SMTC EQUALS TWO A35 32" 4 8 OR LTP4 BUT TWO A35 OR A35's ON STEPPED 36 4 g LTP4 DO NOT EQUAL ONE SMTC FACE REFER TO A35's ON STEPPED FACE - 42" 5 10 4. NAIL SMTC's WITH 10d COMMON REFER TO TABLE 1 48" 6 12 I(0.148) x 1 4/2"1 OR 16d GV SHEARMAX PANEL SHEARMAX PANEL WHEN A SHIM IS INSTALLED, FILL ALL TRIANGULAR HOLES WITH 16d SINKER NAILS - REFER TO DETAIL 6 PIECE MAY BE FOLDED 900 OUT -OF -PLANE TO CONT. DBL. TOP PLATE _FACILITATE INSTALLING SMTC CONNECTOR SMTC, LTP4 OR ALT. CONN, AS CRIPPLES 16d SINKERS A SPECIFIED ON FLUSH FACES SMTC PER TABLE 1 OR ALTERNATE AS SPECIFIED 2x KING STUD A � SHEARMAX PANEL 1997 UBC GENERAL NOTES I. SHEARMAX' PANELS ARE MANUFACTURED AND TRADEMARKED BY SHEAR TRANSFER SYSTEMS, INC. 2, SHEARMAX PANELS ARE LISTED BY ICC-ES IN EVALUATION REPORT ESA-1727, 3. THIS PRODUCT, IS PART OF AN OVERALL LATERAL FORCE RSISTING SYSTEM, WHICH SHOULD ALWAYS BE REVIEWED AND SPECIFIED BY A DESIGN PROFESSIONAL, ARCHITECT, D/OR ENGINEER OF RECORD AND APPROVED BY REQUIRED AGENCIES. 4, THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DIMENSIONS, CONDITIONS, AND POSITIONS OF SHEARMAX, ETC„ PRIOR TO INSTALLATION OF THIS PRODUCT AND/ OR ANY COMPONENT AFFECTING THE SHEARMAX SYSTEM. IF ANY DISCREPANCIES AND/OR ADVERSE CONDITIONS COULD OR 00 EXIST, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE DESIGN PROFFESSIONAL, ARL-HITECT, AND/OR ENGINEER OF RECORD, AND/OR LOCAL BUILDING OFFICIALS FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. 5. SHEAR TRANSFER SYSTEMS, INC. RESERVES THE RIGHT TO CHANGE DESIGNS, SPECIFICATIONS, AND/OR MODELS WITHOUT NOTICE OR LIABILITY. 6. 1-INCH 25A MM - DRAWINGS NOT TO SCALE SHEAR 'r'ANSFER S'i STEMS INC. 9845 SANTA EL AVENGE EAST, HESPERIA CA 92345, P.O. 90X 402563, HESPERIA, CA 92340-2563 (760) 949-4191 OR TOLL FREE (877) SHEARMAX (74327629) EAX (760 94fl-533G www_shearmax.com HEADER OR BEAM ° o o I I "�' DOUBLE TOP PLATE DOUBLE TOP PLATE SMTC, LTP4 OR ALT. HEADER SMTC 1 Od - 1 112 %I 7 �:: �� SMTC TOP PLATE CONN. CONN. AS SPECIFIED `;; ° ° BOTH FLUSH FACES ON FLUSH FACES —TOP OF PANFL — SHEARMAX PANEL --t- PONY SHEAR WALL CONDITION ° °7 1/2" j (DESIGN BY OTHERS) SMTC CONNECTOR (NTS), DOUBLE TOP PLATE, - SHEARMAX PANEL COLLECTOR OR DRAG MEMBER \ I B SMTC TOP PLATE CONNECTOR PER TABLE 1 OR ALTERNATE -- SUGGESTED 2x FILLER PIECE SHEARMAX PAII OPTIONAL JAMB STEM WALL FOUNDATION AS SPECIFIED DOUBLE TOP PLAT COLLECTOR OR DRAG MEMBER SHEARMAX PANE -2 x STUD WALL TOP OF SLAB C CONCRETE CU Av WCAr9CIPIMPANA TOP PLATE CONNECTOR I FACE - FILL ALL NAIL HOLES -- DBL 2x6 PLATE (OR LARGER) A35-S ON STEPPED FACE YJY`/ SHIM MEMBER USE 16d GVS FOR THICKNESS a 11/2" MAX. VERTICAL NAILING WIDTH = WIDTH OF BEAMIHEADER7JU �- SHEARMAX PANEL SHEARMAX PANEL Lj SHIMMING PANEL TO DOUBLE. TOP PLATE WHEN SHIMMING PANEL TO TOP PLATE SMTC PLACEMENT IS CRITICAL ALL NAILS MUST HAVE PROPER ENBEDMENT INTO WOOD FIBERS SMTC TOP PLATE CONNECTOR FLUSH FACE - FILL ALL NAIL HOLES SHIM MEMBER 6x (OR LARGER) BEAMIHEADER THICKNESSS A 1112" MAX. WIDTH = WIDTH OF BEAMIHEADER SMTC TOP PLATE A35'S ON STEPPED FACE CONNECTOR BOTH SIDES USE 16d GVS FOR FILL ALL NAIL HOLES VERTICAL NAILING - SHEARMAX PANEL j SHEARMAX PANEL SHIMMING PANEL TO BEAMMEADER (PORTAL CONDITION) owl w NOTES: PANEL FRONT SECTION A -A PANEL FRONT SECTION B-B 1, ALL NAIL HOLES MUST BE FILLED AND FIRMLY EMBEDDED INTO SOLID WOOD WITH 10 NAILS MIN. NOTE: REFER TO PLAN FOR PROPER GRADE BEAM REQUIREMENTS INTO PANEL HEAD AND 9 NAILS MIN. INTO DPL TOP PLATE PER SMTC CONNECTOR. 2. ALL DIAMOND SNAPPED HOLES MUST BE FILLED WITH 16d GVS WHEN USED AS PART OF TYPICAL PORTAL CONDITION & STANDARD WALL INSTALLATION REQUIRED ND. OF NAILS PER SMTC. CORNER CONDITION SHOWN 3. ALL PANELS MAY BE TRIMMED 1/4" TOP AND/OR BOTTOM TYPICAL TOP OF PANEL CONNECTION 5 TOP OF PANEL ADJPSTMENTS SHEARMAX CIP HOLD-DOWN ANCHOR BOLT 3/4" 0 ASTM COLD JOINT @ 2nd POUR SHEARMAX HOLD-DOWN ANCHOR BOLTS A449 STUD TYPE BOLT (TYP.) -- 3/40 18 ASTM A449 STUD W/THREADED ENDS 1-POUR NJ 2-POUR FOUNDATION FOUN DATIO N zNO COLD JOINT to w Iltrl 3" CLR.- III Ito 1 STD. HEX NUT 3 314" If 3 34" CLR. MIN. r_ GLR. MIN..1 silo 12" MIN. 12" MIN. SECTION AT INTERIOR FOOTING SHEARMAX GIP HOLD-DOWN ANCHOR BOLT 3/4" 0 ASTM A449 STUD TYPE BOLT (TYP.) STOCK BOLT LENGTHS • CUSTOM LENGTHS AVAILABLE Model fiotal Bolt i Length Total Soft Maximum Fwn Embedment Board Size Maximum 2nd Pour Thidlum SM22F 22° 20" 20 4" SM26F 28" 24" 2x8 r SM30F 30" 28" 2x12 IT SM36F 138" 34" Mufti 2x u to 18 is, SM42F 42" 40" Mufti 2x UP to 24 24" I SM48F 48" W Mufti 2x up to 30 1 30' 8M64F 54" 52 Muni 2x up to 36 1 36' I SM60F 60" 58' Mufti 2x up to 42 ' 42' SHEARMAX HOLD-DOWN ANCHORS ARE TO BE CAST -IN -PLACE WITH STD. HEX NUT AT THE 1 1) FORM (BEND) THE ENDS (A) OF THE BASE -PLATE EMBEDDED END IN ACCORDANCE WITH MINIMUM DIMENSIONS SET FORTH IN THE DETAILS BELOW. TO MAKE BOX B). FLANGE CONCRETE SHALL HAVE A MINIMUM 2B-DAY COMPRESSIVE STRENGTH OF 2500 PSI. ALTERNATE 2) NAIL FOLDING (C) OF THE BASE -PLATE LOCATION WITH DETAILS ARE ACCEPTABLE IF DESIGNED IN ACCORDANCE WITH THE GOVERNING CODE AND TO FORM BOARD IN DESIRED NT TOOL. BOX B BEING USED AALIGNMENT APPROVED BY THE BUILDINGOFFICIAL. DETAILS SHOWN MAY OR MAY NOT BE INCLUSIVE,. FOUNDATION AND STEM WALL DESIGN (e,g. OVERTURNING AND REINFORCEMENT) BY OTHERS 3) INSERT SHEARMAX HOLD-DOWN ANCHOR BOLT 15"MIN 15" MIN. 15"MIN 12'" MIN, (DC THROUGH HOLES IN BOX (8) WITH THE P OTECTIVE CAPS AND STANDOFF NUTS ON TOP, O EN O EN( YO DD, � 314° it MIN, 4) ATTACH 3/4" HEX NUT {E) TO BOTTOM END OF HOLD DOWN ANCHOR BOLT, OR USE ALTERNATE OF FDN F FDN FDNI �`- LR. END CONNECTION PER APPROVED BUILDING PLAN OR SPECIFICATIONS. 5) PLACE AND FINISH CONCRETE. thix j I j NOTE: EMBEDMENT TABS SHALL HAVE MINIMUM t � CONCRETE EDGE & END DISTANCES OF 2-INCH & 6 INCH RESPECTIVELY FOLDING FLANGE tJ Q 3,4 0 SHEARMAX CIP HOLD-DOWN O i FORM BOARD COLD JOINT @ ANCHOR BOLT TWo PER PANEL (TYP.) r 2-POUR FDN12 MIN. - NO COLD JOINT @ 12" MIN. MONOLITHIC FON. SHEARMAX HOLD-DOWN 3 3/4" w w ANCHOR HEX NUT AT CLR, MIN. I / g"1MIN, ABOVIEFINISH GRADE DTH CONC. CURB I(1Y )) U.N,O.) EMBEDDED END STD. HEX NUT STD. HlX NUT Ij� I SHEARMAX PANEL (TYP.) n tom 3/4" O ASTM A449 STUD 3" CLR. `� I TYPE ANCHOR BOLT ; `' z ( r 3 3/4" 1 1/8" STD. HEX NUT MIN. " F CLR, MIN. z z 12" _TIN 12" MI HEX NUT, DETAIL '. Q I " 1--0 I 5" MIN 5" MIN1 SECTION AT STEM WALL SECTION AT EXTERIOR CONT, FOOTING OQ EDN OF EN N NOTE: SHEARMAX BASE PLATE NOT SHOWN FOR CLAIRITY. CAST IN PLACE WITH ANCHORS, PLAN VIEW FOUNDATION DETAILS FOR CAST—IN—PLACEBASE—PLATES AND HOLD DOWN ANCHOR BOLTS Md r Al ALLOWABLE FIELD O.S,a. DRILLED HOLES PANE j 1" (25.4 MM) MAX. DIA. HOLE(S) (TYR) THROUGH CENTERLINE OF ANY FRAMING MEMBER EXCEPT AS SPACINGE16OFOUR MIN. DIA. CENTER POST — BOTTOM BLOCKING MEMBER END POSTS: SHALL NOT BE FIELD DRILLED BLOCKING MEMBER BELOW BOTTOM I I I I I i i O.S.B. ( PANE (TYP-)1i f O.S.B. 1 PANE � I ALLOWABLE FRAMING MEMBER HOLES j Icc Esx-a'r27 NO. I REVISION I DATE I ORGINIIAL 2/01/06 r AIL r O.S.B.tq LIMITS OF TYPICAL " PANE OSB PANE- S.B. Lu r r w (TYP.) P E .. NO OVERCUTS ) O IJ °° w _I ALLOWED EQ EQ 2 1/2" ONE ROUND HOLE ONLY, IN ANY LOCATION (63.5 MM) EXCEPT AS NOTED OF PANE BELOW OPTION 1: OPTION 2; ACTUAL PANEL WIDTH (Wa) k 18": ALTERNATELY, FOR ALL PANEL W1DThl l ANY OR ALL OSB PANES MAY HAVE ANY OR ALL OSB PANES MAY HAVE ONE A RECTANGULAR OR ROUND HOLE ROUND HOLE IN ANY LOCATION AS AS SHOWN. SHOWN. HOLE MUST NOT PENETRATE ANY FRAMING MEMBER. ALLOWABLE OSB PANE HOLES i ALLOWABLE PANEL HOLES 7 l NOTCH ENTIRE LENGTH OF PANEL BASE TO A HEIGHT OF 2 314 INCH ON THE FACE OPPOSITE THE OSB INSERT PANEL. TRIM TO THE DEPTH AS NEEDED, BUT NOT TO EXCEED 1/2-INCH AT ANY POINT. ROTATE HOLD-DOWN DEVICE TO FACILITATE ATTACHMENT TO HOLD-DOWN ANCHOR, 1) REMOVE PROTECTIVE CAPS FROM HOLD-DOWN BOLTS. 2) SET BOTTOM OF PANEL (A) ON BASE PLATE AGAINST PRE -BENT BASE PLATE FLANGE (8). THREAD HOLD-DOWN COUPLER C ON TO HOLD-DOWN ANCHOR BOLT (0) TIGHTEN. TIGHTEN HOLD-DOWN CAP SCREW (E) WITH 1/2" HEX WRENCH, !3) BEND UP FOLDING FLANGE (F) OF BASE PLATE AND NAIL BOTH FLANGES TO I BOTTOM OF PANEL USING 10d [0.148" x 11121 NAILS AS A MINIMUM. FI L ALL j NAIL HOLES. OSB NOTfi ANF TOP VIEW OF 2 3f4" j BASE -PLATE 1/2" Inn SECTION OF P L BOTTOM 814 ° I v 2 , " max. Max, MAX. END VIEW OFPANEL FIELD ADUSTMENT BASE PLATE NOT CAST IN PLANE OF WALL TRIM ENTIRE BOTTOM OF PANEL AS NEEDED TO A MAXUMUM THICKNESS OF 114 INCH AND/OR PLACE STEEL SHIMS UP TO A 1/4 INCH THICK UNDER POST THAT NEEDDS TO BE SHIMMED x. SIDE VIEW OF UNLEVEL BASE ' I DRAWN BY: (EXAGGERATED FOR VIEWING) FIELD ADUSTMENT CHECKED BY: BASE PLATE NOT LEVEL (WALL NOT PLUMS) SHEET NUMBER: BOTTOM OF PANEL SM1 ADJUSTMENTS 4 .Jorge L. Garcia Principal Designer Fax: 760.836.0856 Mobile: 760.272.9222 email: jorge.garcia790verizon.net Construction, Inc. Keith Brinson 74-885 Joni Dr. Suite #3 Palm Desert, CA, 92260 cell (780) A09-3506 Fax (760) 779=0488 Email kbrinsongrp@aol.com CONSULTANTS CHARLES D. GARLAND STRUCTURAL DESIGN 74-854 VELIE WAY SUITE #5 PALM DESERT, CA 92260 4l tkrCh/d •, 0) 340-3S2S Tel. 7-Po, 6' 340-3728 Fax General Notes No. Revision/Issue Date PLAN CHECK 01/02/2007 Data Sheet 1 September, 2006 6 1 Dw By Chk By Jgercia KBrinson M 100 Scale � As Noted Sheet Name SHEAR MAX DETAILS