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Home My WebLink About14804 HIDDEN PALM CT_ 03-00001300 q I IW 15 Ll 3 � � - ► 3 0 0 V�Motivational Systems Inc ❑a 90744RK ❑Soux"'s ■(~ ❑sr... m vxrx 05M)1 25M ❑sa%" ❑Ihadx 00212S1iIN 1102NMa8M ane ubum • • SALES OFFICE Lake Eloinore, Ca Tract #50611 • Lot#34, Plan #1A garage PROJECT CONSULTANTS Plans prepared for BUILDING DATA W UU W006100c Homes o 23121 Antonio Parkway • Rancho Santa Margarita, CA 92688 •OcGupancyType... B/SaleSOffice ^RC""E PHONE: (949) 856-4980 FAX: (949) 858-4984 Convert back to U 1/Private Garage(per 5HT 11-4) Kevin L Cook Architect,Inc. upon completion of sales process. 2061 Acacia St.Suite#110 U•Construction Newport Beach,Co.92660 Type...VN � (� T:(949)660-1587 5cope of Work: These piano are for the temporary non-Structural interior .Uniform building Code 1997 Edition F:(949)e601589 conversion of type U-1 Garage Space to type 13/5alco Office. •All Structural &engineering i55ueo, including HVAC&plumbing, 2002 C.B.C. (ADA Amendment) STRUCTURAL ENGINEER: Should be addressed&submitted by the appropriate professionals c) •California Building Code 1998 Edition Option One Con ItingEngineem and are not a part of these Tenant Improvement plans. (� 20311 Acada 5treet,5tuite#110 •These piano do not address exterior i5sue5 ouch a5 parking and *National Electrical Code 1999 N.E.C. Cn Newport Bead,,Co.926W acce55. Plea Se refer to landscape architect's piano. •Fire-2001 W.F.C.A. T.(949)553-1916 These are Non-Structural&Non-Seismic plans •Mechanical &plumbing locations & JONr TITLE 24 These piano are to conform to Title 24 and current UDC 5tandardS Specificaticn5 to be 5.pplied by others per ors R,-61 MN Rick Maurer 2000 I.A.G.M.O.&2001 C.P.C.&C.M.C. T-I �' 7544 Sadde�lill TrailCUENT Orange County,Ca 92569 • woodade Homes T.(714)7711507 Title 24 Compliance Package-micro Pass � "d F:(714)771-2939 6.01 & Energy Pro 3.1 DE �,ER CONTENTS Shannon 11cley 5O1L5ENGINEEK •Landscape plans(by others) including DATE LORGeotechnical Group,Inc parking& exterior Stoop to meet ADA 05/29/03 6121 Quail Valley Court TI-1 Title Page DNS requirements. ❑ Rlvmide,Co 92507 TI-2 General Notes ❑ T.(909)653-17eO P:(sos)663-1741 TI-3 Flocrplan Layout/ThreShnld&Wall sections 0 SCALE TI-4 Demolition Plan TI-5 Construction Plan &Notes/ Door&Window 5chedule ,. k • • • r .L 6 Interior ElevatioqW/5torage Elevations T).,7 j.:4 i.ng&:BWctrical Plan&5pecificationS SHT ` 5r`eC i 1.�+�r T�-1 C l s: Lake Elsinore,CA Tract#30&11 I Lot#34 Plan#1A garage Tlis is m or4mI MSI demVi AI rip6h io use a reprudce r it rfde m in port,in my 6m ow fa6rica4 or prodoae arty likeross Aereaf s6o1 isroir Are ee6i+e ridt of S1.' hbirm i—I Sysram Inc 2200C 6e6d A-1,b6onoi Cry,CA 91950 Motivational Systems Inc GENERAL NOTE5 GLAZING MECHANICAL 1.THE WORD"CONTRACTOR'AS USED HEREIN SHALL MEAN THE GENERAL 1.ALL GLAZING SHALL CONFORM TO UBC STANDARD#24-1 1.CONTRACTOR SHALL DESIGN ENTIRE HVAC 5Y5YEM AND SUBMIT DRAWING5 ❑Y11Oj1�4i11{ ❑01)<c6"x CONTRACTOR,5U13LONTRACTOR5 AND ALL PEK5ON5 DIRECTLY OR INDIRECTLY FOR THE OWNERS APPROVAL PRIOR TO ORDERING MATERIALS OR EQUIPMENT. a.. F- EMPLOYED BY ANY OF THEM. 2 SAFETY GLAZING CONFORMING TO UBC STANDARD 924-Z PART 1 SHALL BE HEATING 5Y5YTEM5 SHALL BE SIZED TO ACCOMODATE AIR CONDITIONS. M51 oow"M ❑R531131 ism PROVIDED IN ALL LOCATIONS SUBJECT TO HUMAN IMPACT AS SPECIFIED IN UBC DOES NOT DESIGN FIVAC SYSTEMS. Le 2 CONTRACTOR SHALL COMPLYWITH ALL ORDINANCES,RULES,REGULATIONS SECTION 2406. ❑V021M44)I ElIHI2NIIJiM AND LAWFUL ORDERS OF ANY PUBUC AGENCY HAVING JURI5DICTION ON THIS 2 ALL EQUIPMENT INSTALLED IN TH15 PROJECT SHALL COMPLYWITH THE PROJECT AND 5HALL NOTIFY OWNER IMMEDIATELY UPON BECOMING AWARE 3.ALL GLAZING NOT SPECIFIED ABOVE 5HALL BE ANNEALED FLOAT GLASS REFERENCE STANDARD5 L15TED IN APPENDIX C.U.M.C. ❑ 1f0D ❑�tn3s�ss THAT ANY ASPECT OF THE PROJECT DESCRIBED HEREIN 15 AT THE VARIANCE W 105E THICKNE55 COMPLIES WITH U6C TABLE#24A A551JMING 20 P5F WIND THEREWITH. LOAD. 3.IN RE5TROOM5 WITHOUT REQUIRED NATURAL VENTILATION,PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OF FIVE AIR CHANGES PER HOUR 3.CONTRACTOR SHALL PROVIDE CERTIFICATES OF IN5URANCE ACCEPTABLE TO 4.ALL FRENCH DOOR5 AND GLA55WITHIN 24'OF AN OPENING TO HAVE SAFETY AND CONNECTED DIRECTLY TO OUTSIDE AIR PER UBC SEC.12033. OWNER PRIOR TO COMMENCEMENT OF WORK. GLAZING/TEMPERED GLA55 PER UBC SECTION 2406.4 4.ALL MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY WITH THE 1997 4.BY SUBMITTAL OF BID,CONTRACTOR WARRANTS TO OWNER THAT ALL EDITIONS OF THE UBC,UMC AND UPC. MATERIALS AND EQUiPMENTTO BE FURNISHED ARE NEW UNLE55 NOTED DOOR THRESHOLD OTHERWISE AND ALL WORK WALL BE OF GOOD QUALITY AND FREE FROM FAULT5 5.HVAC REGI5TEK5 SHALL BE LOCATED IN AN UNOBTRUSIVE LOCATION AT AND DEFECTS. 1.NO DOOR THRESHOLD SHALL BE OVER 1/2"HEIGHT IN PROFILE ANY HEIGHT CEILING LEVEL OR LOCATED IN THE CEILING. DIFFERENCES REQUIRE A BEVELED PROFILE FOR WHEELCHAIR ACCESSIBILITY. 5.CONTRACTOR SHALL V151T SITE AND VERIFYALL EX151NG CONDITIONS PRIOR TO SUBMITTAL OF BID. ENEKGYGON5ERVATION 6.CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 SHOWN HEREIN AND REPORT DOOK5 1.ALL HEATING,VENTILATION AND AIRCONDI iI IONING EQUIPMENT SHALL MEET ALL DISCREPANCIES TO OWNER PRIOR TO 503MITTAL OF BID. 1.ALL DOOK5 SERVING THE 5ALE5 OFFICE TO HAVE LEVER ACTUATED ALL OF THE REQUIREMENTS OF THE APPLIANCE EFFICIENCY STANDARDS AND HARDWARE,MOUNTED 0 30'-44"A.F.F.PU5H/PLJLL PLATES AND DEAD15OLT5. SHALL BE CERTIFIED TO THE STATE ENERGY COMMISSION. 7.ALL STANDARD NOTES CONTAINED HEREIN ARE TYPICAL UNLE55 NOTED OTHERWISE. 2 ALL PASSAGE DOORS TO HAVE LEVER STYLE HARDWARE ON THE PULL SIDE 2 THERMOSTAT 5 SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK WHICH THE !� AND TO 13E OPENA13LE ON THE PUSH 54DE WITHOUT ANY KNOWLEDGE OR EFFORT 13UILDNG OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE �I 8.ALL TRADE NAMES AND BRAND NAME5 CONTAINED HEREIN ESTABLISH OF OPERATION. THERMOSTAT,SET POINTS FOR AT LEAST TWO PERIOD5 WITHIN 24 HOURS. QUALITY STANDARDS. OWNER PERMITS 505TITUTION5 WITH PRIOR APPROVAL 3.ALL EXITDOOR5TO REMAIN UNLOCKED DURINGBU51NE55 HOURS.AND BE 3.ALL TRANSVERSE DUCT,PLENUM AND FITTING JOINTS SHALL BE SEALED WITH O 9.THE SCOPE OF 5ERVICE5 UNDER TH15 CONTRACT 15 LIMITED TO PROVIDING A OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL PRESSURE SENSITIVE TAPE OR MASTIC TO PREVENT AR LOSS AND SHALL BE "BUILDER'S 5ET'OF PLANS. THIS SET OF PLANS 15 SUFFICIENT TO OBTAIN A KNOWLEDGE OR EFFORT. INSULATED TO CONFORM TO THE PROVISIONS OF SECTION 604 OF THE CURRENT z BUILDER'5 PERMIT;HOWEVER ALL MATERIAL5 AND METHODS OF CONSTRUCTION UNIFORM MECHANICAL CODE. ,q NECE55AIZYTO COMPLETE THE PROJECT ARE NOT NECESSARILYD_F_5CKIBED IN 4.THE PRESSURE SETTING ON DOOR CLO5ER5 SHALL NOT BE BEYOND THAT TH15"13UILDER'5 5ET.THE IMPLENTAIION OF THE PLANS REQUIRES AN WHICH HAS BEEN E5TABU5HED AS THE MAXIMUM W515TANCE PER ADA 4.ALL MANUFACTURED WINDOWS AND SLIDING DOOK5 SHALL MEET OWNER/CONTRACTOR(GENERAL CONTRACTOR AND SUBCONTRACTORS) REQUIREMENTS. EXTERIOR DOORS NOT TO EXCEED 8.5 1_135,INTERIOR DOORS NOT STANDARDS(A5TM#E283-89)AND SHALL BE CERTIFIED AND LABELED. PER THROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING COOE5 AND TO EXCEED 5 LOS. SECTION 116,ALL MAUFACTURED FENESTRATION PRODUCT5 ARE TO BE METHOD50F CONSTRUCTION. THE PLANS AND GENERAL NOTES DELINEATE AND CERTIFIED AND PEKMANANTLY LABELED AS TO THEIR OVERALL U-VALUE5,AS (� DESCRIBE ONLY LOCATIONS,DIMENSIONS AND TYPES OF MATERIALS AND 5.FRENCH DOORS TO HAVE 10'KICKPLATE PER DISABLED ACCESSIBLE TESTED IN ACCORDANCE WITH THE NFRC PROCEDURE,OR A DEFAULT TABLE V GENERAL METHODS OF ASSEMBLING OR FASTENING. THEY ARE NOT INTENDED REQUIREMENTS. CONTAINED IN THE DESIGN MANUAL. THE TEMPORARY LABEL LISTING THE TO SPECIFY PARTICULAR PRODUCT5 OR OTHER METHODS OF ANY SPECIFIC CERTIFIED U-VALUE SHALL NOT BE REMOVED BEFORE INSPECTION BY THE MATERIAL,PRODUCT OR METHOD. BUILDING DEPARTMENT. 10.SMOKE DETECTOR SYSTEM SHALL COMPLY WITH UBC SECTION 31 TRANSACTION COUNTERS/WORKSURFACES0.9 5.ALL SWINGING DOOR5 AND WINDOWS LEADING TO UNCONOITION5 AREAS 1.ANY TRANSACTION COUNTER WILL BE 145ABLED ACCE55IDLE WITH A COUNTER SHAD-BE FULLY WEATHER STRIPPED. 11.ALL INSULATION SHALL HAVE A FLAME-5PKEAD RATING NOT TO EXCEED 450 HEIGHT OF BETWEEN 28"AND 34'FOR A MINIMUM LENGTH OF 30'. 6.INSULATION USED SHALL COMPLY WITH CALIFORNIA ENERGY COMMISSION WHEN TESTED IN ACCORDAI�WITH THE UBC STANDARD#8-1,PER UBC SECTION 7072 QUALITY STANDARDS(PER C.EC.118) ELECTRICAL 7.THE INSULATION INSTALLER SHALL POSTA SIGNED CERTIFICATE(PER C.EC.) 5ALE5 OFFICE CONSTRUCTION NOTCS 1.ALL 5Y5TEM5,CIRCUIT5 d.EQUIPMENT SHALL BE GROUNDED PER N.E.C. �I't ARTICLE 250. 8.PROVIDE GA5KET5 UNDER THE PLATES OF ALL OUTLETS LOCATED IN THE 2-9219-61 1.INTERIOR CONSTRUCTION OF WALLS,SOFFITS AND BUILT-N STORAGE WALL FORMING THE PERIMETER OF CONDITIONED SPACE IF REQUIRED BY DESCRIrTK)N CABINETRY 15 BYOWNER/GONTRACTOR,UNLE55 SPECIFIED OTHERWISE. 2 A L 125-VOLT,SINGLE PHASE.15AND 20 AMPERE RECEPTACLES INSTALLED ENERGY CALCULATION5. 5EE SHEET T24.1 T-1 Doan is IN BATHROOMS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PER N.E.C. 9 WRAP ALL HVAC DUCTS OUTSIDE CONDITIONED SPACE WITH R 4.2 MIN.(PER � 2 THE PURCHASE AND INSTALLATION OF DOORS AND WINDOWS ARE BY ARTICLE 210-8. Woodade Fbmes OWNER/CONTRACTOR UNLE55 SPECIFIED OTHERWISE. C.E.C.150(M)) AL 3.ALL CONTUCTOR5 CLOSER THAN 11/4'TO THE EDGE OF FRAMING MEMBERS David Ha1w 3.SET HEADER HEIGHTS AT STANDARD 6-5"UN LE55 5PEQFIED OTHERWISE. SHALL BE PROTECTED WITH STEEL PLATE AT LEAST 1/16"THICK. 10.ALL EXTEROR DOOR5 SHALL BE WEATHER 5TRPPEO. INSTALL METAL THRESHOLDS AT ALL DWELLING EXTERIOR SWINGING AND GARAGE TO DWELLING DESSNER 4.MANY DIMENSION5 ARE CRITICAL PLEASE NOTIFY 5ALE5 OFFICE DESIGNER 4ANY FIXTURE WEIGHING MORE THAN 50 LBS.SHALL BE SUPPORTED DOORS PER T24. Shcnnon goley PRIOR TO MAKING FIELD CHANGES. INDEPENDANTLY OF THE OUTLET BOX DA It 05/29/03 5.FURR OUT wALL5 AND 5HEETROCK TO COVER CURBS UNLE55 SPECIFIED 5.ALL FWURE5 INSTALLED IN WET OR DAMP LOCATIONS SHALL BE SUITABLE REVISIONS OTHERWISE. REFER TO DETAIL PROVIDED IN BUILDER'5 SET. LABELED PER N.EC.ARTICLE 410-4(A). 6.FURR OUT W.ALL5INSIDE GARAGE HEADER TO ACHIEVE FLUSH INTERIOR 6.ALL EL.ELCTRICAL MATERIAL5 MID CON5TRUCTION METHODS SHALL COMPLY ❑ WALLS. WITH THE CURRENTLY ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE. ❑ 7.5TU13 OFF PWMBNG STANDARD TO GARAGE AND RECESS IN WALL FOR 7.PROVIDE PERMANTLY WIRED SMOKE DETECTOR5 PER UBC SECTION 310.9.1 W/ SCALE FUTURE USE BATTERY BACK-UP. 8.RECESSED CLEAR CEILING FIXTURESOVER"(INSTALLED IN INSULATED ARE/5 SHALL BE r j } 1 ' Q`�/�/�/� • • • 'ZER00.EARANGEINSULATION COVER"(iC)APPROVED. 9.OUTLET BOXE5 ON OPPOSITE 51DE50F FIRE RATED WALL5 SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEA5T 24'PER UBC 7O9.7 SFfT 7 eZ Ti-2 Lake Elsinore,CA Tract#30811 Lot#.34 Plan#1A garage TlisismaivnelAiaBwg�Alrglhburenpedcriir.Inl�vinpeA.i�eylan erblebinlerpeduaeyi e*eediwimei Ow A.' qe fM9.' hbi.oiwa Sydw iw =WCIwbdAv�.NotondCir.CA 919A Motivational 5ALE3 OFFICE IWElt uR Muor Systems Inc At out swirgmg enuarice doore here will be a maximum of 1/2 difference Cut entrythreshdd in elevation between the exterior landing and the door threshold. to receive floor. UBC Section 10033.1.6 ❑5. �s ❑ Verify thickness oF E)ransonpint µIp17M1{ OI6S7S 34 flooring. rw. F. carpet Hardsurface floor perfiri5h 5cHlule THRESHOLD1:12 per ADA riot to exceed ■DDrYM3fA ❑W111,1312511 C ❑Is 46 ❑Ikwri: E p0212S3N10 RO2N111JtM Pao — ❑lisreree ❑SA. 51ip5hc,tunderVle 1/8"DIFFERENCE 5ALE5OFFICE Ms)IA�nm (Egs7 M1s with s IN CONCRETE ELEV. CONCRETE STOOP • 5LA13(THICKNE55 • • • non-penetrating COMPACTION AND adhesivc for ea5y GARAGE/5ALE55LA15 REINFORCEMENT removal r • PER 501L5 REPORT) At any flooring change.ad)oining m9terlal5 Threshold Sef Lion Stoop6 all exterior as necessary shall sans too meet ADA Standards flush Bad materials 1/2ACTUAL SIZE specs&documents by landscaped architect 3y Giert by Qiert I I / I 1/2"clear J X—truss ctip tx4 top plate over 2x4 bottom plate Itr'��1--.�'.,II �'�•�V1yJ rt�c Topof Partition shall be seared to truss or roof framing above with 2 x 4 Closing Office .J braces at a maximum if 4'-01'O.C. Closing Office 2x4 Studs O 16"o.c.(typ) 0 I ®® L 1/2"gypsum board with 5(d) Q carningrrem0c o.c.toall --__ --__ LL framing membere Impact Graphc 2x4 P.T.D.F.sill with.175 x 7 7/8•hi lti Togo 5DM(slow velocity drive f letener5)O 18"oz,(LC.5.0.#2888)or equal Floorplan unit With Hospitalityrenderings hMaa abo'e Area TYPICAL N N BEA RIN PAR TITION 5oa:e 1/z'=r aF1 J080 Hud 2-9219-61 Pro DESCRIPTION Cr T-1 Doan is I CuENT � a Woodi de Hones Exterior wall Darvid HA* ENTER i I TO MODELS _i DESIaPER N8"sheeRnck Shannon Ba•Y 2x4 nominal STRIKE CLEARANCE ATE nwivall I AT EXTERIOR DOORS 05/29/03 1 Nmulding 2x4 nominalsillrap flooring overxposed stem Wall. Bax Is InStailyd3� EGaragestemwall parbuibi5tardardLOOR , STRIKE CLEARANCE O EXTERIOR DOORS I ^ NO DOOR THRESHOLD 5HALL 13E OVER 1/Pr'HEIGHT IN PROFILE ANYHEIGHT SHT EXTERIOR WALL CURD DET Il DIFFERENCE5 REQUIRE A 13EVELFD PROFILE FOR WHEELCHAIR ACCE5518IUTY. •TI-3 1vr_r-a' 3 Lake Bc,inore,CA Tract#30811 Lot#34 This is on orowI Ms desipt AI rigky b r a reproduce i it Whde or i n pun,it a7 sa+n or b fr6;cde or Ihanes leered doh rerrroin are� „• opM9. Moiiwiienol Plan VA garage Syrlsm ix..7200Cbebd A.•.1-bfonol Gry,CA 91950 Motivational LI Systems Inc K11,1114QM n1 Kn"H ■r.— ❑rill' xwxyfm (%TAI125M OIa%a illhwdx UO2)Y WXEl If01NN1iM thsr*we Ssrl. plSNAH� lmg5R�f5 I � � I I I 0 JOB# 2-9219-61 DESCRIPTION T-I Docvnenh VENT Woodside hones L AL DaM Boiler DE9GJER Shonnon Boky A. Garage Shell before conversion DATE 9/03 B. Garage shell as 5 les office REMSIONS Refer to archltect's plan for occupancy type U-1 Garage plan for standard resldentla1 use. Remove any drywall,framing,windows&door added for Safes Office.after T..ne sales procress is complete. ® Walls to be removed upon completion of sales. Uncover all outlets,plumbing,vents,etc.as standard to garage. 2 Reinstall waterheater or washer/dryer if applica He following all U13C code standards Reinstall any doo sta nda rd to garage. S } SLUE �- UESTS s � a rr�NY SHT TI-4 Lake Elsinore,CA Tract#30811 Lot#34 Plan#1A garage This is onagdM9 drips.Al ripFlsb uw ar npedse�iis sYlsels arinpen,is erry lvnsxb�riet�xpedw oryliw��s�e{Ad wwidw b-2=0ladad A—H.6.d Or.CA 91950 Door& Window ScheduleMotivational 211 Systems Inc OPair 3'-0"x 6'-8"5ingle light,paint grade. �6111�i»k nl ism Exterior paint color to match exterior of unit Tempered Safety glass in door.to be openable on push side (-in X39M099m ❑Issi?1 15@ without any knowlege or effort of operation. Lever Style hardware on pull side ❑Is%s O 1h.nxV02)2434120 (f0211Mdf11 0l"11m pokn"rs O3'-0"x 6-8"Headered opening • • • O3'-0"x 6'-R"Bifold doors,paint grade OPer Arc hitect'SSpecification5. O Per Architect's Specifications.T o be furred over with temporary wall board. I Bred 3'-0"x 3'-0"Fixed tem IasS in d 1 ni p g drywall wrapped a ® O l �p� ng.Paint grade stops.Refer to elevation Eft. Plate height 7,1 C O -93/8 5'-03/4" Interior Moulding Specifications � 9-9 7/8" y-1d' O a Interior Trim by Superior Mouldi no phone(800)473-1415 a U Flat ceiling Flat ce ling Base Moulding#HB 26-50 (9/16"x5") � Plate height plate Neighs � Casing#H B 15-27 (1 V16"x 2 7/8") O Gown#HGRB-36 (9/16"x 3 3!4") _ __ 2-T 4'-11/4" 61!" 4'-2' 2-7 N4 •Pre-prirrrd high density fiberboard. TI$ C Flat Idling plate height o� Wall Legend A A 3 2�921961 O -0 DESCRIPTION Permanent load and nor•-loaa tearing wars per T-1 Docvnenh architect's plans CLIENT ® Temporary non-load bearing 2 x 4 wa Its to be removed swoodyd.Honer upon completion ofsales M David 1laher 64" 6-a 6-4" DESIGNER 20,-V' Shonnon Boley DATE 0.5/29/03 REMSIONSS 5ALES OFFICE CONSTRUCTION NOTES 4 2 0 El rl� 1.INTERIOR CONSTRUCTION OF WALL5,SOFFITS AND BUILT-IN 57ORA6E CABINETRY 15 BY OWNER/CONTRACTOR,UNLE55 SPECIFIED OTHERWISE. n 6 ❑ 2 THE PURCHASE AND INSTALLATION OF DOORS AND WINDOWS ARE BY ONMER/CONTRACTOR UNLESS SPECFIED OTHERWSE SCALE 1/4"=1'-O" 3.5ET HEADER HEIGHTS AT STANDARD 6-8"UNLE55 SPECIFIED OTHERWISE. • • • 4.MANY DIMENSIONS ARE CRi7iCAL. PLEASE NOTIFY MOTIVATIONAL SYSTEMS PRIORTO MAKING FIELD CHANGES. 5.FURR OUT WALL5 AND SHEETROCK TO COVER CURBS UNLESS SPEQFIED OTHERWISE REFER TO DETAIL PROVIDED IN'BUILDER'S 5ET. 6.FURR OUT WALL51N51DE GARAGE HEADER TO ACHIEVE FLUSH INTERIOR WALL-5 SHT. TI_5 7.5TU5 OFF PLUMBING STANDARD TO GARAGE AND KECE55IN WALL FOR FUTURE USE. 8.REFER TO SHEET TI-2 FOR COMPLETE CONSTRUCTION NOTES. Lake Els!more,CA Tract#30811 Lot#34 Thisismv Innsld Arr Msb"><o., o,,. Plan#1A garage � esigi g epiodsce n n..hole a in n,sn kxm or b Ir6ncue or podsxn my Ilkeness ih sed sFol serrsom the melvwe ndn of/v,51 hbnanawl Systems kx ZIOOC k»Ivd Ay Nofond Ciy,CA 919`.A MMotivational Systems Inc ❑w".T,n, —34 ■m1,1+10 it6an not ❑002)Z51i1A ❑IL02) 4101 1,.n... 0 sod. 3aio Low, `a � O 1 Elevation'! 2 Elevation 2 TI 5cak:114'=1'-0" 5cak:114'=T-0" LIJ � SZ— 2-9219-61 3 Elevation 3 `} Elevation 4 DESMFwe CUtM n Woodside Hones AE David Ha§W DESGNER Shannon Boky DAFT 05/29/03 REM'—JONS SCALE 1/*,Al.-0., Interior Trim by Superior Moulding - -- Dace Moulding#HD 26-50 '1i /�' Casing#HD 15-27 r6 T{-6 Crown#FiCRB-36 T-Tempered gta55 Pre-primed high den5ityfber board. Al French Doors Shall have 10"kick per disaMed accessible requirements, phone.(800)473-1415 Lake Elsinore,CA All pa55age doors to have lever style hardware on the pull side and to Tract#30811 be openaMe on the push side without any knowledge or effort of operation. Lot#34 Plan VA garage 11is is m argnol M9 dag,.AI ripin a ua ar rep.o6ue 0 in whole win in pan,in arry faro,or b fa6 product rica.e or produ oy Ikeroe ireeof dal,enoir dr a,cl,mw rgJv o!Al9 ' hbinalio,wl 5pss,n tic..220006e6d A.e tbford Cry,Ci\9199p n►AF Motivational LI Systems Inc ❑11;MIT" D'IV"34 ■( - ❑F- M?Vx"?O (SfNf12S112 ❑vo2)2�44M ❑(602 fhwdnalM ❑use... ❑S.W. MSHA11e CIDn,1111+5 Lighting and Electrical 5chedule ® Hor¢ontal Lamp Open Peflector Fluorescent Downlght 5emi-5pecularclearalzak reflector Two 18watt 30K quad tube fluorescent Horizontal Lamp 0 for FI nt Downlght �ft5,pecularc ralzak le quad be ore5c t 5pre�d Comp luo cent W 5h s 5em pe darc alzak Two w u ube)tyore nt F BuiLdim3 5 rd ceilin d fluorescent fiXture 42 F� A T-" 5 D le UTaL ND ,— 4 �7 t QUud out ® Alarm Panel I \� I U sD 110v Smoke Detector N A Telephone Outlet battery back-up I I � Lli e Fax designated outlet c�v � p Computerdesignatedoutlet. \ / T zs) UT5 Computer wiring panel =___ Exterior Wall mounted fbcture by client. Q. �•\ '— ` n J Switched r \\ Ix plan � \ Center m Wall \ i � b )091 w � N 2-9219-61 DESCRIPTION LIGHTING AND ELECTRICAL NOTES 7-1 Docvwnts \� CLIENT Woodside Hones _— ----- --- Damid HOW All lighting by client unless otherwise noted. Any substitutions in fixture,lamp 2-0• 4'-o• a'•o• 4'-0" a'-a' z-0" DESIGNER or manufacturer must have the approval of the owner. M51 makes no guarantee Shannon Bo* for products identified bytrade name or manufacturer. DATE 05/29/03 Placement of lighting is often critical.Notify sales office designer of adjustments RENOWNS prior to making field changes. ❑ Outlets are to be set at a standard height of 12"-16' unless otherwise noted. ❑❑ Any outlets or lighting standard to garage should be covered over with sheetrock. scxE HVAC registers should be located in an unobtrusive location at ceiling level or • • • located in the ceiling. M51 does not deters*ne ducting; this should be done by — �!.il./� HVAC licensed contractor. >° '+. SHT Lake E151nore,CA I'LL IN' J Tract#30811 Lot#34 Plan#1A garagc This it m aipnel M9 dips AI riplh b w s npudce i w rleb v in mn,in my le..e a bldbricds a ped�o ay lkwe used s1o1 join 1ti..c�nr..rid.ofM9.' Abf.o�d Sr..ws Inc. 2200Ckwbd Ane..Nofw�.1 Cif,CA 91950 LIsIMotivational Systems Inc 0 µ115 442'A 0 n1 y435 X ■(. 0 s... MWX39A Is51N11.25M 0 IS VI a �Ihadx2M 902121SI-/A (f0M41* ❑liass� 0 SwIH Lighting and Electrical Schedeul m:H�1m M >s.,s ® Horwntal Lamp Open Reflector Fluorescent Down ght Semi-specular clear alzak reflector Two 18-watt 30K quad tube fluorescent Horvo Pal Lamp D for FI nt Downlght s ecularc raizak ll t 30K quad be Ore5c t f Z-0" 5pred Le Comp uo cent W sh t j 5emrspecdarc alzak t T V1 u ube rc5 nt ~ FL I 1 F� Buildings rd ceilin d fluorescdtt focture �2 I _ I I � { CAT 5 D le et 4 R N 1�1 ® Alarm Panel 0U t Qu D 110v Smoke Detector w/ A Telephone Outkt battery bad:-up A Fax designated outlet N I N ICI LLI A Computer omputerdesignatedouUet. \ / T AP — CAT5 Computer wirin panel ---- ---- — s N a Exterior Wall mounted fccture by client. -- J \� rw \T Switched per plan o \ Canur wall \ i- a JOBIF 1 - w < ---'®�/ R 4 2-9219-61 N N DESCRIPTION LIGHTING AND ELECTRICAL NOTE✓ T-1 Dov is \\ CUEN1 Wood9de Hones —— ----- — I David 0lol b All lighting by client unless otherwise noted. Any 6ub5titutions in fixture,lamp 2-0° a'-o• a�0" a'-o 2-0• DESGNR or manufacturer must have the approval of the owner. M51 makes no guarantee Shannon Beley for producth identified by trade name or manufacturer. DATE 05/29/03 Placement of lighting i5 often critical.Notify sales office designer of adjur2tmcnt5 REVISIONS prior to making field changes. 0 0 Outlets are to be Set at a Standard height of 12"-16'unle55 otherwise noted. 0 Ary outleto or lighting Standard t-0 garage Should be covered over with 5heetrock. SC4E HVAC regi5ter5 Should be located in an unobtrusive location at ceiling level or • • • located in the ceiling. M51 does not determine ducting; this Should be done by HVAG licensed contractor. SW /r UESTS Lake Elsinore,CA ALL 1I`; Tract#3W11 Lot#34 Plan VA garage nn is a aipnel A49 dssip�AI�b ur a np�edics i in.lalr w in peA,w any Ivan er bfebi�de er ped�s a'y liarwa base!>fel ameiv b aelmin A�eFA�9.' bbfiveFad Sytlsns Ye-Z100CIssbd Ave-lbfond Ciy,CA 919fD GENERAL NOTES: PRECISE GRADING PLAN LAD Ed1TI 1. ALL WORN SHALL BE DONE IN ACCORDANCE WITH THE CITY OF WE ELSINORE ORDINANCE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS N0.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST �5 F PAD - PAD ELEVATION EDITION OF THE U.B.C,GRAPIER 33. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UIWTIES OR STRUCTURES SHOWN ON R FW F.F. - FINISHED FLOOR ELEVATION 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CRY OF TAKE THESE PLANS ARE 08TANED BY A SEARCH OF AVAIABLE RELOADS AND TO THE BEST OV 4v T.C. -TOP H CURB OUR KNOWLEDGE,THERE ARE NO EXISTING URUTIES EXCEPT THOSE SHOWN ON THIS PUN. FOR U N F.H. - FIRE HYDRANT ELSINORE,PRIOR TO ANY OPERATION. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT F.L. - FLOW LANE S. THE DEVELOPER AN/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND THE UTNTIES 51,OWN AND ANY OTHER LANES OR STRUCTURES NOT SHOWN ON THESE W 0 0 D S I D E HOMES 811 H.P. - HIGH POINT USA ALERT(1-800-422-4133)48 HOURS PRIOR TO GRADING. SPECIAL CARE TO �P AN�RESPSNSIBLE FOR THE PROTECTION Of,AND AM DAMAGE TO THESE LINES B.W.- BACK OF WALK ELEVATION BE TAKEN WHEN WORKING AROUND VERIZON FACILITY,ESPECIALLY IN THAT AREA EAST as ME- DEEPENED BUILDING FOOTING OF THE VERIZON FACILITY WHERE A FIBER OPTIC LINE IS SUPPOSE TO BE LOCATED. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED M.H.- MANHOLE 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEST 24 HOURS CONSTRUCTON P��•CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME VIEW O R/W- RIGHT OF WAY IN ADVANCE OF BEGINNING GRADING OPERATIONS. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITI ALL P DURING THE COURSE OF TRACT N 0 30811 CONSTRUCTION L THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- NCOLN G.F.F.- GARAGE FINISHED FLOOR ELEVATION 5. DUST SQUILL BE CONTROLLED BY WATERING OR OTHER MEIFIODS APPROVED BY THE CITY. THAT THIS REQUIREMENT SHALL.APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL < O- DEEPENED BUILDING FOOTING DEPTH(IN INCHES) 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY, OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM WO O ALL PRONE LOTS 1-65 FSRW- FINISHED SURFACE R RIGHT OF WAY REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. o '� 7. FILL SLOPES SMULL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS THE CONTRACTOR SWILL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR �� FGRW- FINISHED GRADE 0 RIGHT OF WAY TW -TOP OF WALL ELEVATION OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SK41 NOT HAVE LESS THAN 90% FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO o 7 -TOP OF WALL FOOTING ELEVATION RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. CONSTRUCTION,AND SH BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND ALL 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE RESOLVED. 1 R BUILDING PUN NUMBER �SwoE MODIFIED THREE LAYER AS.T.M D-1557-70 TEST METHOD. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR \, N 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND LIABLE FOR,UNAUTHORIZED CHANGES OR USES OF THESE PLANS, ALL CHANGES TO THE PAIN= - PAD ELEVATION INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PUNS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE STORM DRAIN A F.F,_ -FINISH FLOOR ELEVATION THE PLACING OF FILL. per•' A'R ® - DENOTES BACKFLOW PREVENTION DEVICE REQUIRED 10. ALL FILL MATERIALS SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL - NBY42'M 666.??z' VICINITY MAP 85- LOT NUMBER PREPARATION OF GROUND IS APPROVED W THE SOILS ENGINEER. EARTHWORK- QUANTITIES MO TAIN. STREET NOT GUIDE SCALE DENOTES AN ADDITIONAL 6'DROP IN GARAGE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALIS AT NOT LESS THAN THOMAS BROS. TO MAP, 2003 EDITION *- ESTIMATE 80 C.Y.PER LOI "' I F `$ N"a •�„ PAGE 865, GRID G1 DENOTES AN ADDITIONAL 12 DROP IN GARAGE 1/2°PER FOOT FOR A MIN.OF 3.THEN 1%MIN.TO FLOW LINE OF EARTH SWALE. r O - DENOTES AN ADDITIONAL 15°DROP IN GARAGE CM= 5,200 C.Y. - �r 12. MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE FILL= 0 C.Y. a A '- r r0 - CONSTRUCT RETAINING WALL PER RIVERSIDE IS LESS THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES THE QUANTITIES SHOWN ARE FOR PERMIT AND OR BGNDING PURPOSES ONLY, Y�; ?' `+k V� ". Fx „I T y r I� SHALL BE A MINIMUM OF ON DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP AND ARE NOT TO BE USED FOR PAY PURPOSES.CONTRACTOR IS TO DETERMINE -X COUNTY STANDARDS PER SEPARATE PERMIT(6"HEEL) OF CUT OR FILL SLOPES. HIS OWN QUANTITIES AND BID A COMPLETE JOB. .��-I ),a lit W w ''L+ 7 ��), + 5'MIN. 5'MIN. 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SLOPES THE QUANTITIES ABOVE DO NOT REFLECT SUBSIDENCE,SHRINKAGE,OVER EXCAVATION - i>.," �'"� - BUILDING 3'MN. E E 3'MIN. BUILDING OVER 5'HIGH. REMOVALS OR LOSSES,OR ANY SPECIAL CONDITIONS CALLED FOR BY THE PREUMBURY rr-4 PARKWAY TALL SOILS REPORT.PRIOR TO GRADING,CONTRACTOR IS TO REVIEW THE REPORT REFERRED NOBLE VolD OIRCLE > 6'MIN.i �ri O 7 1 p' 2' 4'-0' aE\' COPES TO IN GENERAL NOTE 16. a F.F. PAL - 6°MIN.15. NO OBSTRUCTION OF FLOOD AWNS OR NANRAL WATER COURSES SHALL BE PERMITTED. SEE ALSO GENERAL NOTE N0.27 ' ,fFDD HG TO Bf.4r N,r s F.F.ELEV.PER PLAN16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND DVtKEPTIi FOO7INC S y\ 1'C.F� Q PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS }A °:'FT'� $ +x ' W PLANS. CIS n%M FOR 61WN. .%//://h� pED QU (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. LEGAL DESCRIPTION 2F ak,p 1 4z YIN Fo PUNS. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION h # P ) 20X 2AUX. FIRST ' LOTS: THROUGH 65 01 TRACT 30811,AS SHOWN BY MAP ON FILE IN BOOK 1;.0,_ A. f PALV,PER Alµ DRIVEWAY APPRMCH TO REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING XXX,PAGES XX THROUGH XX,INCLUSIVE,OF MAPS,RECORDS OF r ? .A ° Y , "y •' BE BUILT PER RIVERSIDE �U�'� SECTION C - C DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. RIVERSIDE COUNTY'. � 'M R � i_,, C 'M fr ,! � SECTION xB - B� NOT TO SCALE 18. THE SOILS ENGINEERING AND GEOLOGICAL INVESTIGATION DATED JUNE 11,2002. a e w s O NO SCALE PREPARED BY LEIGHTON AND ASSOCIATES,PROJECT NO.110717-001, a a J' ;4 ' SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPUED WITH. a X O w,,,; C� 3'X 19. A REG6 M CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION NOTICE TO ALL CONTRACTORS r + M T'"' CURB LINE OF BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION DUE TO THE POSSIBILITY FOR EXPANSIVE SOILS ONSITE,IT SHALL BE THE RESPONSIBILITY �WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT •� • r e w :I O ADJACENT GROUND SURFACE 6 REWIRED,THE ACTUAL DISTANCE ABOVE THE OF ALL CONTRACTORS TO FAMILIARIZE THEMSELVES WITH THE REPORTS AND RECOMMENDATIONS ,- r 7'CB IQ , ADJACENT GROUND SHALL BE GIVEN. AS PREPARED BY LEICNITON AND ASSOCIATES. THE CONTRACTORS INVOLVED SHALL INCORPORATE �' , f � O\ ALL SAID RECOMMENDATIONS FOR ALL CONSTRUCTION OCCURRING ONSITE,INCLUDING BUT NOT x { ••' 'T`•• ' 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED M THERE FIELD PRIOR TO UUITED TO FOUNDATION CONSTRUCTION,FlATWORK CONSTRUCTION,LANDSCAPING 'dN HIDDEN PALM COURT , 1 `\\ -DUSTING p 60N Epp, ' BUILDING--- COMMENCEMENT OF ANY CONSTRUCTION/GRADING. REQUIREMENTS,ETC. g V O p a S \\\ I R/W .C ... CONTRACTOR TO vA W WAY 8'MIN. NOTE:WHERE TWQ DRIVEWAYS EXIST qLK 21. • , �>•°`� �.�, J;r. \\ TOP OF SLOPE � P PLAN 5 TQ MAINTAIN 2S C�SSFALL ON EP18614EER TO TILE BUILDING AND ENGINEERING BEPARTME14FS FEIR CUF ANO FILL SWESr , >M q 1 A SHOWN ON PLAN 51%MIN I F.F.ELEV.PER PUN SIDE-BY-SIDE 4 WIDE WALKWAY TO 4AN�DW,ALKWAY BEHIND DRIVE MR 30'IN YER'ReAl:H8GIFF. CONSTRUCTION NOTES L s 11 ��,, x; EXTEND BETWEEN DRIVEWAYS.AN 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR P11 FILLS GREATER THAN ONE FOOT. ; V w H I �`M'"11 ��7 V X71 DEPTH OF FOOLING EXAMPLE OF THIS WOULD BE LOTS >•w.An EXISTING 18° 'DAIRCIITECI5 1-2,25-26,50-51,OR J9-40. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL 6 TO BE PLACE,IT MUST BE ITEM DESCRIPTION 1 r • C .ial Q STORM DRAM 11 4X MIN TOR PALS. HANDICAP TRAVELWAY/ s CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION Y$ I FRSI 3' SWJl BE APPROVED BY A REGISTER SOILS ENGINEER PRIOR TO PLACEMENT OF FILL CONSTRUCT RETAINING WALL PER COUNTY OF RIVERSIDE STANDARDS ps '><'r .� nx 4( '4"Y a M+y'Ix °:'3°y,�"k-: lI 2oz WX. AD ELEV.PER PUN DRIVEWAY DETAIL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. O (0°TOE)PER SEPARATE PERMIT(OR APPROVED EQUAL). ,, u ` SECTION 'A-A� _ 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: CONSTRUCT RETAINING WALL PER COUNTY OF RIVERSIDE STANDARDS 9p I TYPICAL REAR YARD GRADING NOT To SCALE A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL ® (6'HEEL)PER SEPARATE PERMIT(OR APPROVED EQUAL). STORING 24 II EXISTING 30- I NOT TO SCALE OF ALLUVIAL,COU MALL AND TERRACED AREAS AND ANY SUBSTRUCTURES. ORANGE GROVE WAY STORM DIwN� STORM GRAIN II B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, �C CONTRACTOR IS TO DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. II H GUTTER-,, SFIRE HYDRANT,ETC. TRUCTURE SUCH AS BENCHING AND FILLING OPERATIONS. �� II CURB UNLESS C. DURING INSTALLATION OF BUTTRESS AND CANTON SUB-DRAINS AND FILTER N8923'48"W ) MATERIAL. ?, '' \ II OTHERS, D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED WRING 1500 ,. -- . 15 N89'26'OEW O R, v. Z ,.%� �iII i _ �SIDEWALK a O ,.> ,. w x1 II LOT f•o BENCHING AND FILLING OPERATIONS. 15'M '� J A 1 � ' '?Ey � - - � 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PUNTED WITH ROSEA ICE PLANT AT 12'ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PUNTED WITH APPROVED TREES, ') � A n, T ti: I. &� II RAW WDIN SIDEWALK TOOPPROOVIDDEE AA SHRUBS,OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT IV ON CENTERS; T , F ` II 4)MIN.WIDTH CLEARANCE ON TREES,20'ON CENTER;COMBINATIONS,15'ON CENTERS, SLOPES OVER 3'IN VERTICAL +'' HEIGHT SHU HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES ` FAIR' OAK DRIVE .p7, II PAD BEY, TRAVEL WAY. PER U.B.C.,CHAPTER 70. >o O 11 W Ff.BEV. r MIN. o T u II UTILITY TRAVELWAY/ 26, APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED y'TYP. J `� a , + +� ",':, • II r N ! SEE GENERAL SIDEWALK DETAIL TO PROTECT AOIOMING PROPERTIES DURING THE GRADING PROJECT. 3' txI a r O "' , II x NOTE 31 a HOUSE i GFF ES. NOT TO SCALE 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE FRONDED AND MAINTAINED DURING a 3/2'RAID GARAGE STOOP THE RAINY SEASON AND SHALL BE IN RACE AT THE END OF EACH DAYS WORK. 6'X6 W.W.M.,W2.9X2.9 i r. ; :, x ;n 4 t; H 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAE7Y ORDERS. STQ7P DEEPENED a " " • (n 11 SIDEWALK 29 THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. FOOTING TO BE 4' LOW ADJACEM WHERE STOOP OR SIDEWALK 6 ADJACENT TO SWALE, �y'I" E X 0.r, Z r{`' L ''% r/= O I _ NOTE; 30. AN APPROVED SET OF GRADING PUNS SWILL BE ON THE JOB SITE AT ALL TIMES. ELEVATION CONTRACTOR IS M CONSTRUCT DEEPENED FOOTING + ii. n ii -� . DIRECTION OF FL CURB 1.HIGH POINT SHALL BE LOCATED IN THE 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO CONTRITION AS SHOWN ABOVE TO PREVENT SWALE FROM BACKYARD,15'FROM THE BUILDING LINE, i n �`• • II TYPICAL LOT FINISH GRADING DETAIL HAVING AN ELEVATION OF 0.3'BELOW OF GRADING OPERATION. SIDEWALK/STOOP UNDERMINING CONCRETE. ,''4 kO ,n C] , �+y: - a'. 'x" fk !-• q ;h II PAD ELEVATION,UNLESS SHOWN OTHERWISE. 32. ALL SLOPES SHALL BE PLAITED AND IRRIGATION FACILITIES SHV.L BE PROVIDED FOR ALL DEEPENED FOOTING DETAIL �� ,�; � 1' ,ktN ��-g�,�10 c �II * No SCALE SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF Mr •.;1 .1s, �o•'o g,�s, L NN DENOTES EQUALS LS PAD ELEVATION UNLESS ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO,882 PRIOR TO THE NOT TO SCALE 'FF APPROVAL OF FINAL INSPECTION. 33. AM CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH i SO.oO' A 46403p'2o3p', THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING &3 L=tOtA2• II D A DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE ). T=51.03" It SHOWN ON THESE PLANS. II 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, •s � N.A.P. O M1 I �RM DUN �---48 PRIOR IM ROUGH GRADE APPROVAL. it a IIII I 35. APPROXIMATE DATE OF HOME CONSTRUCTION: BEGINNING OPERATION: JULY 1,2003 a ��: ° ; �� (VERIZON SITE) $ is �•, IXImNc 24' p"� Pw= PAD= COMPLETION: JANUARY 1,2005 \ ,;• " a, +'' n STORM DRAIN FF.= 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN JJ r.. •. , ,s ..._... �. Y .-._ s---- ..._., N 3'WILL BE PULED IN FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS N69'28'23'W 25805' 233.56' L THE LOCATION,MATERINS,AND DISPM METHODS ME SPECIFICALLY APPROVED BY THE EXISTING STORM DRAINN CONCRETE OiANNEL PER EXISTING AI �1 SOILS ENGINEER. ROUGH GRADING PLANS, ORATE INLETS II - 37. THE ENGINEER MUST SET(;PM STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN II I I INSPECTION BEFORE APPROVAL. 38. GRADING PUNS WELL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED INDEX__ MAP__ _ BY THE BUILDING DEPARTMENT. 39. THE SANTA ANA REGION OF THE CALIFORNIA REGIONAL WATER QUALITY CONM BOARD HAS ISSUED TYPICAL BUILDING DIMENSION DETAIL A NOTICE OF INTENT FOR TRACT 30811,SAID WARD IDENTIFICATION NUMBER IS 8 33,1300206. - - 40. THE APPROVAL OF THESE PUNS DOES NOT RELIEVE THE DEVELOPER OF THE REQUIREMENT TO 1 =1 OO' NOT TO SCALE OUITCLAM ANY EASEMENTS CURRENTLY IN PLACE THAT MAY TRAVERSE THE PROPERTY. SEE SHEET 2 FOR LOTS 50-65 underground service Alert SEE SHEET 3 FOR LOTS 36-49 con: TOLL FREE SOILS ENGINEER: OWNER / DEVELOPER: SCALE: 1"= 100' SEE SHEET 4 FOR LOTS 10-13 AND 23-35 DIFFERING BUILDING ELEVATIONS CAN AFFECT EXTERIOR 1-800 LEIGHTON AND ASSOCIATES Woodside Homes BASIS OF BEARINGS: SEE SHEET 5 FOR LOTS 1-9 AND 14-22 TREATMENTS, ENTRIES, ETC. FOR THE PURPOSES OF THIS 227-2600 41715 ENTERPRISE CIRCLE N. SUITE 103. 0 50, Too' 200' 300' DETAIL ONLY THE BASIC BUILDING DIMENSIONS ARE SHOWN. TEMECULq CA 92590 23121 ANTONIO PARKWAY,SUITE 120 CENTERLINE OF MOUNTAIN STREET won yioe oers SANTA MARGARITA,CA 92688 N89`42'03"E PER PARCEL MAP u oic (909) 296-0530 FAX (909) 296-0534 (949)858-4980 . FAX:(949)858-4984 21838,IN P.M.B. 16�1-64 NOTE• SEAL-ENGINEER CSL ENGINEERING. INC. BENCHMARK: TRACT 30811 SHEET NO. WORK CONTAINED WITHIN THESE PLANS THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE QROFESSI ENCROACHMEN COMMENCE UNTIL AND%OR A WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT Q`9 A' �qYF. RIVERSIDE,CALIFORNIAu9O2503SUITE E OF 18'5'CONC HEADWALL OF CULL%RT CITY OF LAKE ELSINORE 1 GRADING PERMIT HAS BEEN ISSUED. AND/OR CITY AND STATE LAWS,AND A PERMIT (909) 785-5122 " FAX (909) 785-5180 S.E.CORNER MACHADO ST.g LAKESHORE DR. CAN BE ISSUED. PER MV.CO.F.B.2041/1. PRECISE GRADING PLANS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR No.25917 OF 5 SHTS ASSURING THE ACCURACY AND ACCEPTABUTY OF THE DESIGN N IEI�LN. �,/A/I /n� * Exp.12/S1/OS ELEV.= 1317.700 TITLE SHEET IN THE EVENT OF DESCAEPANGES ARISING AFTER COUNTY APPROVAL �wM. �91%� 7-56-OS PREPARED BY: G R.C.E.NO.I�� RESPONSIBLE FOR DETERMINING AN ACCEPTABLESOLUTION AND MARK BY DATE APPR. DATE RAY OND O'DONNELL, BCE#25603 DATE 'p�/FpF,JCAL1 ! K•^-'-�........ DATE: TZS%10? SCALE: FOR: W.O. FILE NO. REVISING THE PUNS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS CITY RI A A NI H: SEE ALA! V: SEE PUN WOODSIDE HOMES f�:j oK-141/03 Hxa �Q 8g Z� J N592/592 pgp 1-I.DWU/07-25-03/5:100 STORM AIN /� TRACT BOUNDARY g' J��f�3, 1 J/f31-f7 if ACT BOUNDARY 10, g� �I I 57.0 _ 117,0 b 1640 78.31'-5 61 G HEADWALL N 0. 6 TRACT BOUNDARY I � , l I I �ebhN t I 1, ti 58 IL I I I b1' F� I �;ti � NOT A PART 20'PRIVATE \ lf- ,�� I S 52' 46.67' --27.A9' AC i ,r•O o. �o ''^I I 1 �^I ' d- 6B.53TW I d• I EASEMENT 1``� �� tiI '.'�' $31 59 I 60 AlI '�' 67.2TF I 56 69 I �1 �gybF` �$� _�`RI 1 1I... & �BSEN CaHgIEIE CHANNEL PER I 69.0 I B I 1 11 I b 1q 61 I e� 44'1, i I GRADING PLANS i FL 3. S, � q. I ...��_>b„�, �, i I / ��E, 1¢�, S b�, =' 1 ig � R I I 1 5 y -� -- qI -� 1 R �� U' b1� 0 / I I ate' : 29.06 8 63 FG I 70.2 &6 HP I PAD=69.5 5 !? g 1 I M315 i I ` F.F.=70.0 I 2• ra'' 'S 5'S PAO=883 I i 11 r � I \ a• 5, 'L 0" 0 I i.F.-688 I PAD=6fl0 I JPZ R 0. �, k b1' i1 Ii FF=se.s i \ 69.2 1 R 89.7 1 �AD= 1 PAD=6&6 66.9 -\1 ' ' � F.F.=89.1 N 01g 1 : .��: / 9 S FL g17�,2 I' , 18>, �F\� 0'p1T=M3 0 9• B� 1� tee ' D• 9� SAS 1, E%ISTINC I b I 4r y b1' ,?•f I 1 16 E\,. III 86.9 F\ I PA MENT (F=692 5' bk 5' 5 f 6' 11 SIT a 1^1 ? Ila_ t S' e�1 FL ♦ FJIISTINC \i\\` 1 I 0' GFF=g 8 a, IE 1A�' gam- o SOU --- =`�--- PAbFMENT 55 I1 IP 24 I }�I =�s 6.5 1 �r j ','K , `"� ` FL 'ip I � ` 5• g.5' o I e I j�I"'� I 11 1►III 11 Ili L=6.8' 9.45 3E.� E 65 la1fB4 �`b 7j (^ 1�1 " 8&00 5 27.80 L=2321' 2 tp �^A b�>�.i. I� 0' 6. f�• \ �. \' g}'' b1� b� oA�• b� Ee•3'_ I � _ ¢ 6s1 11195 64 1-. �Yg D \\ V SEE HANDICAP Mai AYELWAY/ f, o. }� a DRIVEWAY AET) ON 12+00 82.00 �/ 11+00 SHEET 1.(TYP. _ 3;i I h, EASTING 3s 5.9x - a 0+00 _ _ - - TIER �-R-C�-- ---- �7Vr g• p• E)I(IS11NG a CU �32.10 B AND ' R fi i .A$ CURB AND 3 (7yI SL + CIITIER Sd I 6&8 II 0' 2 0.140�`-•S 1. J, fs ppVEWAY(�TYP. oN �, ° J W IN}!r } :6H5P. ' III I ,�. I � EW D2W4Y. ' p �(/ b�ap' I Q 3,.,1 264 4 SEE HANDICAP 54 „ y1 *i - k SHEET 1.7 ¢ y� �1a/ � I I \�' a g• 5• . b 66.1 1' W 0'PRIVA 1 � 4• 1 ^� 5• \ 107.6.Y ... BISE R DRAINAGE I I-69. 8&� 0 �2534 1 EASEMENT na• FSRW S ! _I CFF=69.2 7g'T- t' .. t' 65 I Z 1 M s.oz g DwY_ eJi' ^ �'� 6 , 'w byb bye fish - 4' 4�• 4.6x 6,,.y1 6.GR d 3' 0• Tf. I Q t �R` , I a 1_5J" --- ----- E ENT �( ENT n r a .p�. 37.62' PNYEM G PMVEM TING 2:1 $��o \2.x if �DWY,t0+77_6_:` T� QN DWY. I Q ---- ----- ,2.3Y - 'N- -8 - I 4' 6' O 3 - --_ --75 y5� M S'S ' CET=89.5 PAD-89.2 4• B.Bx� &2% 3 LL _ 5• b � 1 , ... .g,•� 60� � A�'� F.F.=69.7 x -�^ - o D• 6,: 51 \°dl 112.00' TRACT BOUNDARY N N J' 6 I 6>� 50 uk^a,.,'� 1E W R - I � 6 � a�� I i s�3 � S NEL PER 2 -� 2' 4 9 r ti 01 ROUpI GRADING PLANS.RjNS I PAD=69.5a1 k DWY._11+21.7 I ml I F.F=7 9. I ® * -Yk27 �86.00 -� F.H. --- 8 4441 asox D 5' GROVE VCE WAY �5Yx 53 LEMON � y° I' t ,2+� 52 11z.00' 84.1Cjeog 11+00rJ1S 0- V V9 II rA N I N eJ I 40'VC b 'w g II( I ,.- - - - - - - - - - i , CPU b i TRACT BOUNDARY I I I \I SCALE: 1"- 20' I I PAD:d13tO I Q8� 0 10' 20' 40' 60, 80' /I r� I rI- I T v~ 46 , 130.1 30' I b� SOILS ENGINEER: OWNER / DEVELOPER: PAl7y56.1 I PAD-67.0 a1 I 20 PAS 0.8 LEKWON AND ASSOCIATES Woodside Homes I �- - - - - - - - - - - - - -{ 41715 ENTERPRISE CIRCLE N. SUITE 103. BASIS OF BEARINGS: TEMECULA CA 92590 23121 MARGARITA, PARKWAY,SUITE 120 CEMERUNE OF MOUNAT�AIN STREET (909) 296-0530 FAX (909) 296-0534 (g 9)8�Cgg OA sp FAX:(949)858-4984 21J38 8,IN3P.M.B.R161/6EL64 P �f NOTE: _ SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT 3081 1 SHEET NO. WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCEpFOFESSI SHALL NOT COMMENCE UNTIL AN A. 11651 STERLING AVENUE, SUITE E RIVERSIDE COUNTY B.M 178.SET CUT TOP ENCROACHMENT PERMIT ANDyOR A WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT ��`� RIVERSIDE, CALIFORNIA 92503 OF 18'5'CONC.HEADWALL OF CULVERT CITY OF LAKE E LS I N O R E 2 GRADING PERMIT HAS BEEN ISSUED. AND/OR CITY AND STATE LAWS,AND A PERMIT (909) 785-5122 . FAX (909) 785-5180 S.E.CORNER MACHADO ST.0:LAKESHORE DR PRECISE GRADING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CAN BE ISSUED. c� PER RIV.CO.F.B.2041/1. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN M HEREON. z No.259t7 I FOR IN 714E EVENT OF DESEAEPANOES ARISING AFTER COUNTY APPROVAL �7 * Exp.12/31/05 * ELEV.- 1317 700 OF 5 SHTS OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE .L..RC 7-Se-01 U, P PARED BY: R.C.E.N0. LOTS 50-65 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOU7ION AND MARK BY DATE APPR. DATE RA OND O'DONNELL, RCE 26603 DATE T� IVI �e' EXP.12 31 05 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS ,FOF Cpl\E �� 5 DATE: 7-ZS-O7 H: FOR:WOODSIDE HOMES W.O. FILE N0. ENGINEER CITY RI H IANNI 1'=20' V: N/A OK- 7/29/o3 F14.4 % /P8,2/ ,1N592/592pgp1_.2.DWG/07-2s-03/S:2o - - - - .:i0% 63.76' I j3 1 52 I PA ,6 73r 5 I '�� • b\ ` 6Aop1G PADS 2 I � � LEMON GROVE WAY A� 12+ 1 OQ E l a00' 11+00 1+8&00 8a10 i i 70.00 st 49 j N VC 86% ^60.7 ' 4• "�$ ' 0 LLJ 1 40'VC _ 40' a I N 1 I I I HP 5• �.,y `� 12 86- I q 0.y 1 51 a;46 /' i - .. c'Ay 31.33 - M`R D W--2, _ •.`a r "\ '\ 217 EXISTING X/r rIL/JJ�J :'cj�1 I 21 $ 2• � ,1.OxyB9 30 30 FL- - i I ?�.,., J6 4P R E%ISTI I r��Ll J Y O A 3R p 1 1 o�.a ... zD Y 20 1 2209 ® ffli o° EXISn �S8°sPAD=56.5 9 1 59.4 �O Q DO TI R F.F.=57.0 `'yf• 48 fL ,:s `�''' I- °' MziRNO I 1 a 0• ''�9 25.50'_ 7.SR O 'V� =5,4' B.6R S2 S �Sl ® Q DWY_12+41.5 .� J 6' n - - bA a g W=1T--- 1 36aL .� 3• 1 22.29' .. 111.70' ... `�f• FP Q �'qa I sr 1 -T_ GFF=56.0 6': �§• 5' a � 583TW--1 SCALE: 1"= 20' �� -- -_ .9y 9 LL 0• 23 Q a°i 2 ST .. .:3 56.31E-`'E\.�-- X{' 55.1 Et Iffy F�� 0• * � `�'\c, ...� �4' 30'I �C ,�1 I; .7 GFF=%5 `� `>" �� .12 �- �>�o. ^� 10' 24' 16 24' 0 10' 20' 40' 60' 80, I I / i5r _ / $ i ' CONTRACTOR TO TAKE EXTRA CARE 4• 0• t0• Q Dwy..$---W_=27_ y g H TT' D WHEN COMPUFTING FINE GRADING L=36.V I L=12. / , ti,V� �, TITTER ADJACENT TO PROTECT E7051MG WALL 61 PLACE aw 7?•p V15 '366 1Q1 W I! ,CIA : 4' F.H `•��, �`�� sj3• .021'� TRACT BOUNDARY r NI S5 I 1 -- s *� _ I r o d 4 G L=2d4 I 77.7Y - 1C, 'y' r'-1&41' p• ® 7s.t1' 8 I W �\c, 1 w 5 •1"a�1 �" 8, h1� 0• -- --- 55.5 0" f, 5.8R 8 TC 3 7 H IRA A ' -4----- ------ --- 4• __- QDWY. "� SHE MAY DE - - --_O:SOX ----- 1 ...��"-�...��...�1y� I 0 �'t^ Sy E DO W BR OK - COURT 12+00 26.85 • '!/jam b \ SsgpNO 120'PPoVAIE 45 � �T D• ,y ,,^�•,\p $' SEE HANDICAP TRAMWAY\ I . 4" " AY DETAIL ON 1 j � '_. o n�� c 31.3 �$ ♦y SH T I.(TYP.) BASIN `� ✓ Fsaw 1'�^ 6` - ----- §� W I \ u= 0`A� 'd'=! y'V'•N lC a 20.88 L=2a21' � �` 'y b•0 S 0 � S 1' $ •ssi 'M/ °� vG h"'' L_2g.4 F5L4' k' v h 56.1 1 � •�' 'tom I e i4o�•�• � 16 +o• � sd 11. 1 '4 I =fo.3' I � ai� � � FL �,,�• Ida �p 57.0 I Q .r ® ^P 0 s• 55.4 / HP I �o '�� / =121 I ,.s �if8 �� s,01 i ` �... FL y \��' �•O`. I C♦i TIN �� S �' 5• i 5• r�r �/ ;� :\�\,p•Q\ ; �• O e I / \•A �� / '�• / 8 l4 f� �I� '�s S, 6F=55.7 5.5 g //' '(`,3`.� it_l\ $ ��y1,5 d d i�� h � / � $ ` - - _ - � 1 i I / �•" / ^• 1 i �6 GFF-56.0 6 tr,� 5 5 •�1' c4" / 57.4- ly~ I '�•C�'0p� ,6 I d / 6• 51 4' na, i 'r 1 d � FG g+- I4PQ'• � I 21 I � `•"�,�� $ � U• GFF=55.0 �� .2•s � '?' U• I �s o 6• � SS 1 I c, /� // °• p• 9 3 S 5 ZR p PAO=55.7 III 6• 2 R lav0 5 P�59 0 38 `` 44 i z 4• F.F.5s.2 , PAD=56.0 d \± \ ' ter\ pI •h / ry PAD=55.0 F.F.S6S of I \ I / / / `� F.F.=55.5 � fi.5' �� c¢� � Q�s�•,I d 5 � �q•�� \ __ ,nc•S I•� EXISTING ati GRATE INLETS r / I 1 `'y \ °jE�• f PROPOAIN•\SM DR . SP E) 43 51 42 I 41 ; } PROTECT EINN PLACEMOF)OMENT ry� 11L1 r LOT I M 40 I f�39 � � � j � ,(OPEN AC I I I I m a �O74 I /84 76' 90.61, 6400 I I 1 4 \ b 6Q00 94.80' 64 I EXISTNG - 12•WATER EXISTING 24•STORM DRAIN i EXISTNG 1� 4� 8 PER TRACT 18719-1 EXISTING EASING I � I - bgryl �12"WATER P�. STI q1 -_ -----_- �____----__- bq ------- •s \ E%ISTINC ---- -' \G •lC, �� S1OFM D 1 719 1 I�S-8°SEWER i PAVEMENT Y` CURB AND q -- -�------------------------------------- ----- I "� ZfTf!K // -' - - - - - - - _- \ i� EXISTING 21°WATER i �� --- -- PAVEMENT -___�V`�_ I I - - - \ PER PARCEL MAP 18941 EXISTING 60" __________________ ---_--_r__-_----_�-_--_-- - - _ `� - - �� _ STORM DRAIN EXISTING 21 WATER - E%I G 60•STORM DRAIN � _ � - - - - - - - - LA K E PER TRACT18719-, ��-� - _ - - - - - - - - - - - - mi- _ STREET -_.L CT BOUNDARY_ - - -_ ---,.-.;_ - - - - - - __ - --_ - - _.-._..._.-- - - - - - - - - - - - - - - / - - - - - �- STORM DRAIN SOILS ENGINEER: OWNER / DEVELOPER: __ ..- LEIGHTON AND ASSOCIATES Woodside Homes BASIS OF BEARINGS E%ISANG 21+00 -- FASTING 20+00 TRACT BOUNDARY -- - - 1- -�% TRACT BOUNDARY 1+00 ha 41715 ENTERPRISE CIRCLE N. SUITE 103. 23121 ANTDNIO PARKWAY,SURE 120 MEDIAN ------- �-_ ..- 19+00 EXISTING , � - - - -, - 17EMECULA, CA 92590 CENTERLINE OF MOUNTAIN SR2EET ___ ---_-- 6"WATER EXISTING SANTA MARGARITA,CA 92688 =NBs'42'03'E PER P CEL MM - --------------- 10 SEWER (909) 296-0530 FAX (909) 296-0534 (949)858-4980 • FAX:(949)858-4984 21838,IN P.M.B.161�61-64 --------------------------MEDIAN-------------- _.---- ----------- NOTE:. I SEAL-ENGINEER CSL ENGINEERING, INC. 13ENC"MARK: TRACT 3081 1 SHEET NO. WORK CONTAINED WITHIN THESE PLANS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE p0.0FES5/qy� SHALL NOT COMMENCE UNTILL�AN WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT �9 A "'+Y 11651 STERLING AVENUE, SUITE E RIVERSIDE COUNTY B.N 178,SET CUT TOP ENCROACHMENT PERMIT AND/OR A ? c^ RIVERSIDE, CALIFORNIA 92503 OF 1B•5'CONC.HEADWALL OF CULVERT CITY O F LAKE E LS I N O R E 3 GRADING PERMIT HAS BEEN ISSUED. AND/OR CITY AND STATE LAWS, AND A PERMIT ' y y, Q (sos) 7e5-5122 FAx (sos) 785-5180 SE.CORNER MACNADO sr.&LAKESNORE DR. PRECISE GRADING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CAN BE ISSUED. c,3i - PER PoV.CO.F.B.2041/1. ASSURING TILE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. ��j No.2s917 z FOR _ IN THE EVENT OF DESCRF.PANCIES ARSING AFTER COUNTY APPROVAL L% 7�So-o J 'k Ezp.72/31/OS * PR PARED BY-. R.C.E.NO. 917 ELIEV= 1317.700 OF 5 SHTS LOTS 36-49 OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR. DATE RA OND O'D0NNELL, RCEy 26603 DATE �q�• CIVI7- �Q' XP.1 1 05 Ste: FOR: W.O. FILE NO. ��SC-w, - DATE: 7- S-c? 1•=20 v: N/A WOODSIDE HOMES RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS CITY CALIF RICHARD A. SCIANNI H• JN592/592pgp1-3.UWG/0/-25-US/S:20 PEY5ING THE PLANS FOR APPROVAL 8Y THE COUNTY. ENGINEER OK- #'�4 izm 5pG ('4' /O ff,Z/ LEMON GROVE WAY `- I � I F.H. F.H 13+00 - - 13+89.N11 I I SEE SHEET 5 I PMON VC 14 I ..._... F -• 1 7.46X - PAD�66.5 I PAD-74.15 I I ^�' " • a F- 6 I I �� _ GINGER R O O T n+OD Sp1JW oR 10+00 I 1 s a8'STORM'WM� - Z I TFI O � 127.00' �. f� 12000 f� 44 c Imo- `4 I J° F d u t .. o �r c 35 /��- \ �� 10 ,'J 3 _ ^ ^ EXISTING �- r 44 _ 7.3x 4" 0' 6�r �6 8 '(`c'S 50'VC lit PORTION OF HEAD WALL Z 1 �• Q DWY.12+11.3 823713 $I -94.08 WS M 4 Dx 28 28' � "---1270--� 10' 18' 18' &Bx S ��- 3 �,'• kDWY.12+28.6 $ $ - `� l---- . ' __ n D �28., 23--------- 2ao -- ti y. 0• 9' g 10' 18' 10 ® 21 6• �r � 1s' r 1,zD.B�_ 2 F� I ti fig` 0 S 1^ y is 34 /e 0' a"' Aix ��. a`' s`.1x �`' N a• �; 1 1 c 1,L/� o• �i�.e 5.tz .C� ' `a_&D_W_Y. 6. 6i w ; J^. 0' 12 ^ 5 25'-- I w 17' -_ 1' 20' • DWY_12+659 21 --- 0' --Q DWY. r------ 50.35 _ n W-17 •,6 -_----- 'o" ® CLDWY.12+66.8 1\•� ^.. dP cA• 30.50' 5.6X ------ --- 1 - 4 � � 158 M§�' 6�x T' \9 zaaD.. na oo' 24 >F 4249' 3 -_ N 4 > - Mal,- o. o. o' ` 7.sx �20 0• u Y w O w^° p. O 1Y 3 1 T 1 0 lc 21 8 g• p• I '�'FO 0• 1'"�• ,4' 18' 9 .�' _€DWY__ x 4• ® o ^V 21 �,�' . Q`�, 0' S• . �1' ,�, .1k�• 3 d / '\O'- 6 S Yk2fi M^,� 117.33' "' ``=?0'_I, b ,b,• "fb p ... ... , W LL 7a371W W ... ... ... ... lC �,.8./ ... ... --�1 1�40 1'YG�� - ,�� F>Z 2p? FG .-G I I,,,.,a l0 r 1B.2S 20• 72.037E 33 _I 10200� Q $ $ SHIFT 1Y(DE)IL- I T Q 7 CATCH BASIN f / R 1 =g6X 50'VC 64 4 - `� ; 5.^ 4. p• �`/`. ST Q --- - y\1, •o'\ '� 3796R o °J' 30. .96x If TC �[ �/G! � �4'6 FIL ti b >, J20Jh- 4i� -12+00 o - c 1B'STORM DRAI $ 48•STORM DRAIN 13+00 \ se ;\G a I IS(p 6'� 7n1.s m s�j Tc 1NY BASIN ^ Alex 3. x OF./c o/E'\�¢�� g -;gdL'� �/b•s, W c'.J �" 6 61 6 41. 6°�^O ,C W Jy $�\ - _55 ---- �6- I 60.00 S 31.18' �1 . � 04IC N\. \ 709 � IL 1 =8.0'kSl ��_i�� n� l0>4 5 Qm1ti 15 W 21 //' 0 'e• / S L J 15.11' / i t �I I - 1\p�,�" 129.82 L=27.37 t 9 W 65.87W I `" f � u,•' � � / � SIB O /c �?'� ^ a �o 0 dQl+T / s• e"oo/a RAf' 'I .� '11?3S °• �K� I 683 8a1E k. � 2� Ig 38 15 6.5` 5 ^I � 70431WI.r � .1 I Y/� � `) R� ` b h •C? HiP9 2+ FC>2 "5 , �I �Cff GFF=6&5 � ST7 7.UUIw 3 F= 14• g11 0j, qp�3. 0 s ' �- 15 "i •F \ / s• o• o• �B I o ® �10' ® 0 5' 0 ® 2 �0 55t a d t`y0 �E� J��' Q �, O• s 3 z �n ra 4 67.0 BPW 2R 2.0'FROM f `'�'• -- Z ® I PAD=655 1S FI10A1 e PAD 69.0 TO WALL FACERRc�, � / P ?�QISFF 860 TO WALL FACE&,, R !} ,y F.F=g9.5 ,�c o n� I npz (DEW MONMENT�/� �SE ENT I 9.41' .o °� ' �� I j\// / 2567.8TW6 c�? 0o ", f,. I 6 5 0 \ I _ �3*• / ,�o� � I `.I 63.67E 1E� ... .� 19 20 I•F� 26 722 0 -��70.2 I �i FG HP v [] OJI 2&45' 37.65' - .:N 16. I / b"7.98' 30 29 2$ I �¢�>6 c 7&88' L/ I 107.54' lc EXISTNG EXISTING l CATCH BASIN 12•WATER c ----- _ --- ----- ------- --------- ---- ----- - -- s� ---------- -- ----EXISTING 18"STORM DRAB! C lC CB rc lC 6s. - --- ro ,c---------- J-------b. --- ----- ---- >B --- PER'1RACNB719•t--- --- - -- -- ` c ��.. I------- f0 .r- C' ------- -- f-----------fa1S11RG C0(ib•AID --J --------- -_ ------------- E)OSTING 2I.WATER / EwS11NGl'AVEMENT------'----:--- ------•-------_ EIBSIING T WATER EXISTING 21 WATER �XISIIRG CURB-AAD --------------------------------- �� RM 48• PER PARCEL MAP I8� / LAKE STREET PER PARCEL MAP 18941 _PER TRACT 18719-1_ = EXISTING EXISTING TRACT BOUNDARY LAKE STREET ----- _ _ _ 10 SEWER TRACT BOUNDARY 12,SEWER SOILS ENGINEER: OWNER / DEVELOPER: 14+00 13+00 r -- - - - - --- -- -_=- SCALE: 1"= 20' LEIGHTON AND ASSOCIATES Woodside Homes 41715 ENTERPRISE CIRCLE N. SUITE 103. BASIS NE BEARINGS: - TEMECULA, CA 92590 23121 MARGARITA, PARKWAY,SUITE 120 CENITERUNE OF MOUNTAIN STREET _ __ _ __ _ -- EXISTING SANTA MARGARfiA,CA 92688 =N89'42'03"E PER PARCEL MAP ---_---_--- - _- - -_-- ____-_-_- - 6°WATER - 0 10' 20' 40' 60' 80' (909) 296-0530 FAX (909)296-0534 (949)858-4980 . FAX:(949) 858-4994 21838,IN P.M.B. 161/61-64 __-----------------/ --- NOTE: I SEAL-ENGINEER CSL ENGINEERING, INC. BENCHMARK: TRACT 3081 1 SHEET NO. WORK CONTAINED WITHIN THESE PLANS I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE OFESS/ COUNTY BA I ENCROHMENTM PERMIT AND�OR A WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT Q� A• 0l RIVERSIDE,CALIFORNIAU92503TE E OF 18'05E'CONIC.HEADWALL 78,OSET CUT CULVERT CITY O F LAKE E LS I N O R E 4 GRADING PERMIT HAS BEEN ISSUED. AND/OR CITY AND STATE LAWS,AND A PERMIT y (909) 785-5122 . FAX (909) 785-5180 S.E.GARNER MACHADO ST.&WESHORE DR. PRECISE GRADING PLAN CAN BE ISSUED. c3 PER PoV.W.F.B.2041/1. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR .25917 a FOR ASSURING THE ACCURACY AND ACCEPTABIUTY OF THE DESIGN IN HEREON. 'o *. E.N.P.12/31/05 OF 5 SHTS IN THE EVENT OF DESCREPANCES ARISING AFTER COUNTY APPROVAL �1W1. TJ1E91 ,7 7"SB-OJ * P PARED BY: R.C.E.NO. 17 _ ELEV.= 1317.700 LOTS 10-13, 23-35 OR WRING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE gppR. DATE RA OND O'DONNELL, RCE�j 26603 DATE ` CIVIC ,wa�Q' EXP.12 31 DS SCALE: RESPONSIBLE FOR DETERMINING AN ACCEPTA&.E SOLUTION AND MARK Br OATS OF CAl1F ��S .•.,,ATE: 7•Zr.",.? REVISING THE PLANS FOR MINING AL BY THE COUNTY. ENGINEER REVISIONS H: 1•=20' V: N/A FOR: WOODSIDE HOMES W.O. FILE N0. CITY RICHARD A SCIANNI pp O JN592%592P9p7_4.DW6/0,-2S-03/5:20 TRACT BOUNDARY rTRACT BOUNDARY '04 150.1" 2 79.3 FG 1 2 79. 3 4 19 5 AL71", 20 V 17 NP 6 -iL< HP 12.9 ��12;�g 78 FL *t$2 1// -�17 8 7&0 H 12", F_ La Sill LJ 69.. F4' 10'FROlt W\vq/ TO WAU.FACE- S4 Fl < ry FL 25.11 .75.OTW 'v t 19 1_ w L 68.6 7 2f 'AfcA 4 np1.2 �04 I Rx LLJ 7..1 y 68. 1._�N' 52' lair > F2 _56- Ei p < 1 0 4./7. 3. ti• 16ati 52 F- j otf t DWY •. y 74.501F o ±-Ll W--28' a 2 21 0 t OVY. __j IN ...... M! DWY. 7.2 "' 7.1Z 0. Ti%-13, t Dwy. ua q R IXI y ,<, Ly is Zia .6 8 3. 9 122.70 8.2% N4 6.2% 4- zi rt ..1.-4 ce Z I DWY.ID+21.3 15 Id 2 2 I_� ------ - ------ ----- - �D -1 Y in W �4 t DWY.10+94.7 ie ELI 20' 0 -LOX- .57 !UL- 9 56-- _104 tit off $ • 1 "V _j q " 18. to, to F.H. 101.5 5D'VC CL E 171-"1- 120.00 To- g \'g," 0 700% a, 1 0 All A elt ____ 4L5' 57,41- 94.00' -- -------- 2JOO LEMON GROVE WAY 0. F.H. F.H. I - - It, , 13+00 4.2-1 LLJ 56 vc 511/1- PLA Tu k DWY.11+70.1 z 10+82.00 W-�Y-- q DWY.11+70.2 GINGER ROOT ll+DC AY cl 22' 142. 10+(1 -&2%- U _L E7-- 127.00* a 120.00 1hti 7109 3 5 POR IN J\� JQVC PAD=166,0 28' 487 STORM DRAIN SOILS ENGINEER: OWNER / DEVELOPER: SCALE: 1"= 20' LEIGHTON AND ASSOCIATES Woodside Homes PAD716&D PAD-73,61 2p 3 41715 ENTERPRISE CIRCLE N. SUITE 103. pa AF�-7 77_1 FIAD-73.6 23121 ANTONIO PARKWAY,SUITE 120 CENTERLINE OF MOUNTAIN STREET 0 10, 20' 40' 60' 80. TEMECU" CA 92590 SANTA MARGARITA,CA 92688 -NB9'4203'E PER PARCEL MAP (909)296-0530 FAX (909) 296-0534 (949)858-4980 - FAX:(949)858-4984 21838,IN P.M.B. 161/61-64 AM I SEAL-ENGINEER QSL ENGINEERING, INC. BENCHMARK: TRACT 30811 SHEET NO. WORK CONTAINED WITHIN THESE PLANS FESS SHALL NOT COMMENCE UNTIL AN - THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 11651 STERLING AVENUE, SUITE E RIVERSIDE COUNTY B.M 178,SET CUT TOP 5 ENCROACHMENT PERMIT ANDIOR A WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT RIVERSIDE, CALIFORNIA 92503 OF ter 5'GOING HEADWALL OF CULVERT CITY OF LAKE ELSINORE GRADING PERMIT HAS BEEN ISSUED. AND/OR CITY AND STATE LAWS,AND A PERMIT 4 (909) 785-5122 - FAX (909) 785-5180 S.E.CORNER COMA. ST.&LK9M OR. PRECISE GRADING PLAN THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR CAN BE ISSUED. N-25917 PER RIV.CO.F.B.2041/1. FOR Ts ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN IN HEREON. ! E.1.0 12/31'/.5 :a ELEV.- 1317.700 01`_�_SH IN THE EVENT OF DMEPANCIES ARISING AFTER COUNTY APPROVAL )P---,z yi2a� PMPARED BY:. R.C.E.NO. X.1 I LOTS 1-9, 14-22 W.O. FILE NO. OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE MARK BY DATE APPR DATE RAY ND O'DONNELL, RCL#2560-5 DATE It SCALE: ___rFOR. IA Q��'a_g_� H: to=20P RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE: V: A REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER -1 REVISIONS RI CHARD A. SCIANNI _�,L_ WOODSIDE HOMES r7EN FLCJI #X4 leyZl JN592/592pgp1-o.DVVG/07-25-03/S:20 ro eCA117O8NIA COUNCIL 70A;c C N Motivational or Systems Inc ANNOi1 h "i- LEY — ❑1S.11M if s.. n CED i1F:E01;i' !I DESIGNER — pld%ssmN sl 1612 EXPIRE`1-9-03 — v;5 117 N007 YIXtl Oill tl7• ❑190107 N9% ❑e59%a-t502 ❑4 r9m ❑IAadx 1?021224470 110214"41 ❑IrlS%b19AD ❑Iad%7Sg95 Aublum Lane . . . SALES OFFICE Lake Eleirore, Ca Tract #30811 • Lot#34, Flar #1A garage PIZOJECTCON51,11-TANT5 Plane preparedfor DUILDINGDATA y v Woodside Homes o 23121 Antonio Parkway • Rancho Santa Margarita,CA 92688 *Occupancy Type... B/5ales Off!cc ARCHITECT: KevinL.Cock Architect,Inc. PHONE: (949) 858-4980 FAX: (949) 858-4984 Convert back toU-1/PrivateGarage(per5HTTl-4) -� Kevin 2001 Acacia St.Suite#110 upon completion of salee proceee. Newport Beach,Ca.92660 •Construction Type...VN T:(949)660-1507 Scope of Work: These piano are for the temporary non-structural interior F.(949)6001589 conversion of type U-1 Garage space to type B/5alco Office. •Uniform building Code 1997 Edition O •All Structural&engineering issues,including HVAC IS,plumbing, 2002 C,B.C.(ADA Amendment) STUCTIMAL ENGINEER, should be addressed&Submitted by the appropriate profe55ional5 Option One,ConrultineEngimccm and are not a part of these Tenant Improvement plane. *California Building Code 199&Edition Newport Acacia beach, ite#110 @These plane do not address exterior 15Sue5 Such aS parking and *National Electrical Code 1999 N.E.C, � Na949) 53-191 a.92660 acccoo. Plea Se refer to Ian d5cape architect'e plans. T:(949)553-1916 � •Fire-2001 W.l'.C.A. These are Non-Structural&Non-Seismic piano •Mechanical&plumbing locations& ,� TITLE 24 These piano are to conform to Title 24 and current UBC 5tandard5 2-9219-a1 Pick MO urer epecification5 to be Supplied by others per DESCRIPTION 75445addelhlllTrail 2000 I.A.G.M.O.&2001 C.P.C.&C.M.C. T-ID°cun°nh Orange County,Ca 92869 CLIENT T.(714)771-1507 *Title,24 Compliance Package-micro Paee W°°olsi"°"°rrip' AE F:(714)771-2939 6.01&Energy Pro 3.1 D-id H.R. CO N TE N T5 MGNER SOILSN IN FP •L DATE andscape piano(by others)including ne°6, 1>9� LOP Geotechnical Group,Inc parking,&exterior stoop to meet ADA 05/29/03 6121 Qual l Valley Court TI-1 Title Page RENSIONS Piveeide,Ca 92507 TI-2 General Notes requirements. ❑ T'(909)053-1760 ❑ R.(909)653-1741 TI-3 Floorplan Layout/Thresholcl&Wall 5ectiono ❑ TI-4 Demolition Plan SCALE TI-5 Construction Plan&Notes/Door&Window Schedule TI-6 Interior Elevations/5t ra e EI o g evation5 TI-7 Lighting&Electrical Plan&5pecificationS SHT TH Lake Eleinore,CA Tract#30611 Lot#34 Plan#1A garage / Th_m vignal M9 daig.Alrighhb u.crq,r"dke Bin whdeainpart,in my lamorblrEricabor podum.ylikeneu NraeoF ah°I remain the exlV+ire r'rcftofM9.' hbkaNmal System,lnc..T200CIadmd A.a.Nvbnd Gy,CA 91950 nG�Motivational Vp Systems Inc GENERAL NOTES GLAZING MF_CHAAIIGAI 1.THE WORD'CONTRACTDR'AS USED HEREIN SHALL MEAN THE GENERAL L ALL GLAZING SHALL CONFORM TO UBC STANDARD#24-1 1.CONTRACTOR SHALL DE51ON ENTIRE HVAC SYSYEM AND SUBMIT DRAWINGS ❑Ie MAR O ❑L9169M34 CONTRACTOR,SUBCONTRACTORS AND ALL PERSONS DIRECTLY OR INDIRECTLY FOR THE OWNERS APPROVAL PRIOR TO ORDERING MATERIALS OR EQUIPMENT. EMPLOYED BY ANY OF THEM. 2 SAFETY GLAZING CONFORMING TO UBC STANDARD#24-2,PART 1 SHALL BE HEATING 5Y5YTEM5 SHALL BE SIZED TO ACCOMODATE AIR CONDITIONS. M51 ❑i109)99+nm i99iR31-u01 PROVIDED IN ALL LOCATIONS SUBJECT TO HUMAN IMPACT AS SPECIFIED IN UBC DOES NOT DESIGN HVAC SYSTEMS. 2 CONTRACTOR SHALL COMPLYWITH ALL ORDINANCES,RULES,REGULATIONS SECTION 2406. ❑Is1tg0 G e142)4 AND LAWFUL ORDERS OF ANY PUBUC AGENCY HAVING JURISDICTION ON THI5 2 ALL EQUIPMENT INSTALLED IN THIS PRO,JECT5HALL COMPLYWITH THE D01R9.64A (60W81-RRM PROJECT AND SHALL NOTIFY OWNER IMMEDIATELY UPON BECOMINGAWARE 3.ALLGLAZING NOT SPECIFIED ABOVE SHALL BE ANNEALED FLOAT GLASS REFERENCE STANDARDS LISTED IN APPENDD(C.U.M.C. ❑LnSRIN900 ❑LID GIfN9f THATANY ASPECT OF THE PROJECT DESCRIBED HEREIN 15 AT THE VARIANCE W105E THICKNE55COMPLIE5 WITH UBC TABLE#24-A ASSUMING 20 PSF WIND THEREWITH. LOAD. 3.IN KESTKOOMS WITHOUT REQUIRED NATURAL VENTILATION,PROVIDE A • • MECHANICAL VENTILATION SYSTEM CAPABLE OF FIVE AIR CHANGES PER HOUR 3.CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE ACCEPTABLE TO 4.ALL FRENCH DOORS AND GLASS WITHIN 241'OF AN OPENING TO HAVE SAFETY AND CONNECTED DIRECTLY TO OUTSIDE AIR PER UBC SEC.12033. OWNER PRIORTO COMMENCEMENT OFWORK GLAZING/TEMPERED GLASSPERUBC5ECTION2406,4 -.CALIFORNIA COUNCIL fOR;; 4.ALL MATERIALS AND CONSTKUC710NMETHOO55HALLCOMPLYWITHTHE1997 - --• 4.BYSUBMITTAL OF BID,CONTRACTOR WARRANTS TO OWNER THAT ALL EDITIONS OF THE UBC,UMC AND UPC. _ - MATERIALS AND EQUIPMENTTOBEFURNI5HED ARE NEW UNLESS NOTED DOOR THRESHOLD _ 7� OTHERWISE AND ALL WORK WILL BE OF GOOD QUALITY AND FREE FROM FAULTS 5.HVAC REGISTERS SHALL BE LOCATED IN AN UNOBTRUSIVE LOCATION AT .S', D C AND DEFECTS. 1.NO DOOR THRESHOLD SHALL BE OVER 1/2"HEIGHT IN PROFILE ANY HEIGHT CEILING LEVEL OR LOCATED IN THE CEIUNG. _ - DIFFERENCES REQUIRE A BEVELED PROFILE FOR WHEELCHAIR ACCESSIBILITY 5.CONTRACTOR SHALLVI5IT SITE AND VERIFYALL EXI5ING CONDITIONS PRIOR TO SUBMITTAL OF BID. ENERGYCONDOORS SERVATION HANNO''AAR LEY '- = CERTIFIED:- .. RDESIGNER 6.CONTRACTOR SHALL VERIFY ALL DIMENSION55HOWN HEREIN AND REPORT 1.ALL HEATING,VENTILATION AND AIRCONDITIONING EQUIPMENT SHALL MEET W 1612 EXP, ALL DISCREPANCIES TOOWNEKPKIOIRTO5UBMITTALOFDID. 1.ALL DOORS 5ERVING THE SALES OFFICE TO HAVE LEVER ACTUATED ALL OF THE REQUIREMENTS OF THE APPLIANCE EFFICIENCY STANDARDS AND '�6odt,arir�„-viaacinrR." HARDWARE,MOUNTED 3O'-44"A.F,F.,PUSH/PULL PLATES AND DEADBOLTS. SHALL BE CERTIFIED TO THE STATE EN ERGYLOMMI5510N, - - 7.ALL STANDARD NOTES CONTAINED HEREIN ARE TYPICAL UNLESS NOTED OTHERWISE. 2 ALL PASSAGE DOORS TO HAVE LEVER STYLE HARDWARE ON THE PULL 51DE 2 THERMOSTATS SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK WHICH THE AND TO BE OPERABLE ON THE PUSH SIDE WITHOUT ANY KNOWLEDGE OR EFFORT BUILDINGOCCUPANTCAN PROGRAM TO AUTOMATICALLY SET BACK THE 8.ALL TRADE NAMES AND BRAND NAMES CONTAINED HEREIN ESTABLISH OFOPERATION. THERM05TAT,5ETPOINT5 FOR AT UEA5T1WO PEKIOD5WITHIN 24 HOURS. RJR lS� QUALITY STANDARDS. OWNER PERMITS 505TITUTION5 WITH PRIOR APPROVAL Cl N 3.ALL EXIT DOORS TOREMAN UNLOCKED DURING BUSINESS HOUR:S.AND BE 3.ALL TRANSVERSE DUCT,PLENUM AND FITTING JOINT55HALLBE5EALEDWITH � 9.THE SCOPE OF SERVICES UNDER TH16 CONTRACT 15 LIMITED TO PROVIDING A OPERABLE FROM THE IN51DE WITHOUT THE USE OF A KEY OR ANY SPECIAL PRE55UPE 5EN51TIVETAPE OR MA5TIC TO PREVENT AIR L055 AND SHALL 15E O "BUILDER'S 5ET'OF PLAINS.THIS SET OF PLANS 15 SUFFICIENT TO OBTAIN A KNOWLEDGE OR EFFORT. INSULATED TO CONFORM TO THE PROV1510N50F SECTION 604 OF THE CURRENT z BUILDER'S PERMIT,HOWEVER ALL MATERIALS AND METHODS OF CONSTRUCTION UNIFORM MECHANICAL CODE. NECE55APYTO COMPLETE THE PROJECT ARE NOT NECE56ARILY DESCRIBED IN 4.THE PRE55UPE SETTING ON DOOR CLOSERS SHALL NOT BE BEYOND THAT THI5"BUILDER'S 5e*M THE IMPLENTATION OF THE PLANS REQUIRES AN WHICH HAS BEEN ESTABLISHED AS THE MAXIMUM RESISTANCE PER ADA 4.ALL MANUFACTURED WINDOWS AND SLIDING DOORS SHALL MEET OWNER/CONTRACTOK(GENERAL CONTRACTOR AND SUBCONTRACTORS) REQUIREMENTS. EXTERIOR DOORS NOT TO EXCEED 6.5 LBS,INTERIOR DOORS NOT STANDARDS(ASTM#E283-89)AND SHALL BE CERTIFIED AND LABELED. PER r� N THROUGHLYKNOWLEDGEABLE WITH THE APPLICABLE BUILDING COPIES AND TO EXCEED 5 L55. 5ECTION 110,ALL MAUFACTURED FENESTRATION PRODUCTS ARE TO BE METHODSOF CONSTRUCTION. THE PLANS AND GENERAL NOTES DELINEATE AND CERTIFIED AND PERMANANTLY LABELED AS TO THEIR OVERALL U-VALUE5,AS 4� DESCRIBE ONLY LOCATIONS,DIMENSIONS AND TYPES OF MATERIALS AND 5.FRENCH DOORS TO HAVE 10"KICKPLATE PER DISABLED ACCE5515LE TESTED IN ACCORDANCE WITH THE NFRC PROCEDURE,OR A DEFAULT TABLE GENERAL METH005 OF ASSEMBLING OF FASTENING.THEY ARE NOT INTENDED REQUIREMENT5. CONTAINED IN THE DESIGN MANUAL.THE TEMPORARY LABEL LISTING THE TO SPECIFYPARTICULAK PRODUCTS OR OTHER METH005OF ANY SPECIFIC CERTIFIED U-VALUE SHALL NOT BE REMOVED BEFORE INSPECTION BY THE MATERIAL,PRODUCT OR METHOD. BUILDING DEPARTMENT. 10.SMOKE DETECTOR SYSTEM SHALL COMPLY WITH UBC SECTION 370.9 TRANSACTION n TNT RSIWORKSF r q 5.ALL SWINGING DOORS AND WINDOWS LEADINGTO UNCONDITIONS AREAS 1.ANY TRANSACTION COUNTEKWILL BE 015ABLED ACCE55IDLE WITH A COUNTER SHALL BE FULLY WEATHER STRIPPED. 11.ALL INSULATION SHALL HAVE A FLAME-SPREAD RATING NOTTO EXCEED 450 HEIGHT OF BETWEEN 2&"AND 34"FOR A MINIMUM LENGTH OF 36'. WHEN TESTED IN ACCORDANCE WITH THE UBC STANDARD#8.1,PER UBC 6.INSULATION USED SHALL COMPLY WITH CALIFORNIA ENERGY COMM155ON SECTION 7072 QUALITY STANDARDS(PER C.E.C.118) ELECTRICAL SALESOFFICE CONSTRUCTIONNOTF,Q 1.ALL SYSTEMS,CIRCUITS&EQUIPMENT SHALL BE GROUNDED PER N.E.C. .THE INSULATION INSTALLER SHALL P08TA SIGNED CERTIFICATE(PER GEC.). )080 ARTICLE 250. 8.PROVIDE GASKETS UNDER THE PLATES OF ALL OUTLETS LOCATED IN THE 2-9219.61 1.INTERIOR CONSTRUCTION OF WALLS,SOFFITS AND BUILT-IN STORAGE WALL FORMING THE PERIMETER OF CONDITIONED SPACE IF REQUIRED BY DESCRI9710N CABINETKYIS BYOWNER/CONIRACTOR,UNLESS 5PECIFIEDOTHERWI5E. 2 ALL 125-VOLT,SINGLE PHASE,15 AND 20 AMPERE RECEPTACLES INSTALLED ENE RGY CALCULATIO N5. SEE SHEET T24.1 T-I Doa In IN BATHROOMS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PER N.E.C. =11 2 THE PURCHASE AND INSTALLATION OF DOORS AND WINDOWS ARE BY ARTICLE 210.8. 9.WRAP ALI.HVAC DUCTS OUTSIDE CONDITIONED SPACE WITH K-4.2 MIN.(PER W".6 H, OWNER/CONTRACTOR UNLESS SPECIFIED OTHERWISE. CGE.C,150(M)) 9- 3.ALL 15E PROTECTED NTH THAN MAT TO THE EDGE OF FRAMING MEMBERS 10.ALL EXTERIOR DOORS SHALL BE WEATHER 5TKPPED. INSTALL METAL Da"d HA* 3.5ET HEADER HEIGHTS AT STANDARD 6'-8"UNLESS SPECIFIED OTHERWISE, SHALL BE PROTECTED WITH STEEL PLATE AT LEAST 1/16"THICK THRESHOLDS AT ALL DWELLING EXTERIOR 5WINGING AND GARAGE TODWELLING 2UGNER 4.MANY DIMENSIONS ARE CRITICAL PLEASE NOTIFY SALES OFFICE DESIGNER 4ANY FIXTURE WEIGHING MORE THAN 50 L55.SHALL BE SUPPORTED DOORS PER T24. Shannon Boley PRIOR TO MAKING FIELD CHANGES. INDEPENDANTLY OF THE OUTLET BOX. M 05/29/03 5.FURR OUT WALLS AND SHEETROCK TO COVER CURBS UNLE56 SPECIFIED 6.ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL BE SUITABLE REVISION OTHERWISE.REFER TO DETAIL PROVIDEDINBOILDER'55ET'. LABELED PER N.EG ARTICLE 410.4(A). 6.FURR OUT WALLS INSIDE GARAGE HEADER TO ACHIEVE FLUSH INTERIOR 6.ALL ELELCTRICAL MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY ❑ WALLS. WITH THE CURRENTLY ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE. 7.51U6 OFF PLUMBINGSTANDARD TO GARAGE AND RlECE55IN WALL FOR 7.PROVIDE PERMANTLYWIRED SMOKE DETECTORS PER UBC SECTION 310.9.1 W/ FUTURE USE BATTERY BACK-UP. SCALE 8.FECE55EP CEILING FIXTURES INSTALLED IN INSULATED AREAS SHALL BE "ZERO CLEARANCE INSULATION COVER"(IC)APPROVED. 9.OUTLET 13OXE50N OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE SEPARATED BYA HORIZONTAL DISTANCE OF AT LEAST 24"PER UBC 709.7 SHT TI-2 Lake Elsinore,CA • Tract#30611 Lot#34 Plan#1A garage Tti,i,m oigrwl M9deign Al r'g Msb oaa,epAdxenb whdeainpa,t,in uy famnrbfd�;cva.orpodwoylike,»nlh.aof ilwl,e,noin A,e e,elov+eri[;IrcofM9.' Mokalimol Sysre,n,Inc_?200CIe+du,d Aw..Nobnd Cly,CA 9193J .ea LIf RRRIA egaatu FOR! Motivational V�Systems Inc 5ALE5 OFFICE INTERIOR At out avinglng entrance doors here µrill be a maximum of117 difference RMwS• Out,entry threehdd In elevation between the exterlor landing and the door threshold. ❑(pW 4 241 ❑1916W a171 to receive floor. UBC Section 10053.1.6 Verify thickross of Egpansian Joint ,�,f;;:;;;�;r EY — ❑�10'0 ❑1i•a'° flooring• Slope not;to exceed = CcRnf!E7 piT SIGNER — BDR151eSA (ss9Nmasav Carpet Hard"O"floor pa finish acheduls THRESHOLD Slope ADA a: 1g12 FSFIR�-U3 _ ❑1a Yqa ❑Ihwih N '•Cue ii,aaoa-rinenilirpa r (702 961A 1602)11"M pad »••• ❑If1SH419ro ❑sow. red 51p Sheet under the IWDIFFERENCE • SALES OFFICE with IN CONCRETE ELEY. CONCRETE STOOP SLAB(THICKN E55 non-penetrating , COWACTIONAND adheolw for easy GARAGEI SALES 9LAB REINFORCEMENT removal . e PER 501L5 REPORT) At sny flooring charge,adjdning materials Threshold 5ectl Qn 5toopA ally wrlor ehaLd beInstalled flush Bad materials spaced documents by 1/2 ACTUAL 512E as neceesery to meet ADA stanMrds landscap:d amhltect l I Storage 5tcrage j trusses By Client By Client 1 1 1/2"clear truss 4 clip top plays over 2 2x4 bottom plate � Top of partition shall be seared to Cosine Office truss or roof framing above vdth 2 x 4 Closing Office e � braces at a maximum if W-a'D.C. I� (� If�IIII1p�I�, IC¶III � 2x4 Studs mi 16"oz.(typ) 1/2"gypsum board with 5(d) ____ J1, Cooler nails�6"oz.to all Impact framing membare � GrapHc Topo 2.4 P.T.D.F.sill with.175 x 2 7/8"hlltl SDM(slow Velooltydrw fasteners) 18"o.c.(LC.B.O.#2888)or equal Floory1th Unit Ara Hospmallt' Map renderings Ara above TYPICAL NON-BEARING PARTITION )ODO Scale:1/2'=T-0' Hud 2,9219-61 Pro DESCRIPTION T-1 Docurronh CLIENT Iwoodkle H.— i iDwid Holier Exteriorwall I ENTER —I I TO L5 —i w� ShonnonWay 3/8"shestrock I I I STRIKE CLEARANCE 2a 2x4 nominal I AT EMERI OR DOORS OEIASK)3 studwall JI'.-- —,kll i RENSkJNS i q Use moul{ine 2x4 nominal ❑ sl II Wrap flooring over ❑ expoeedstemwsll.Base moulding is Installed SCALE above. Garage { per stemwall ••• builder STRIKE CLEARANCE 0 EXTERIOR DOORS standard r SLAB FLOOR ' NO DOOR THRESHOLD SHALL BE OVE",1/2"HEIGHT IN PROFILE ANY HEIGHT SHT DIFFERENCES REQUIRE A BEVELED PROFILE FOR WHEELCHAIR ACCE551151UTY. Ti-3 EXTERIOR WALL CURB DETAIL rvr=r-a' Lake Elsinore,CA Tract#30811 Lot#34 Plan#1A garage T}ii.hmaryml M9 daipi.Al righhb ar ar npaeLxrxiq vdalavinperl,Ma7 farm erbfdxicw er padw aryliwwalhaad dal mainlM uelu•N•ri�aofM51.' AbtiaNwwl Syslpmslrrc..22000Irdmd Aw.Mbml Gy,CA 919� .CALIFORNIA COUNCIL FOR; C Motivational M Systems Inc SH N MARIE — Sae Re9s ❑Smamsle _= CER-,RED INTER A. — 1619N26aYN (9)A635 34 1512 EXPIRES 7- — ❑ ❑F— OCi 113O00C YI HO0d11 Y0 e z 19O9p"10 (S3 9)6 31-25 02 Y- Is Ysla ph.I U0245M/70 002N1144869 IMaan S". In3Xa-1900 le!613nM 9s I I I I I I I I I O ^^� O ai..f N JOB# 2-9219.61 DESCRIPTION T-1 D—h, CUEN! Woodside Homes AK Dadd HaFW DESGNER Shannon Baby A. Garage ohell before conversion 05DATE/29/03 B. Garage shell as s l s office REMSIQ Refer to architect's plan for occupancy type U-1 Garage plan for standard residential use. ❑ Remove any drywall,framing,windows&door added for Sales office.after the sales procress is complete. ® Walls to be removed upon completion of sales. Uncover all outlets,plumbing,verrte,etc.as standard to garage. Reinstall waterheater or washer/dryer if applicable following all WC Cale standards Reinstall any doors Standard to garage. SCALE SHT TIA Lake Eleinore,CA Tract#30811 Lot#34 Plan#1A garage nisu al aigrnl M9 deilg,Al dghhro uses mpR,dxeRie whdeampart,m my lam orbfd:kdeorp ad—oylikemess#e4 M i in Arem IueF ro"FM9.' W*mia lSy, Im.2200 CIerelmd A. NA—A City,CA 91950 •CALIFORNIA COUNCIL FOR - 1 Motivational Door&Window Schedule Systems Inc ❑mn ow ❑se ame•" Pair 5-0"x 6-8"5ingle light,paint grade. a SH-A." N A;AH'.BO y 1619N 96 244 J916a3Me9H O, Exterior paint cdorto match exterior of unit w 1e 1 FiEDExpl T, o GNER ❑Ivovpx39 a ❑ISHNJIJ507 Tempered safety glass in door.to be openable on push side _ `.'e0d 110 xf G9 ✓IRtl0:1lY3s A Ito*. ❑Riwhx without any knowlege or effort of operation. votRst 6410 1607N8640ee Lever style hardware on pull side EJ s in6N69.1900 ❑QD6193S6t19 O3'-0"x 6-8"Haidered opening 9 O3'-0"x 6-8"Bifold doors,paintgrade OPer Architect's specification. 13'-6' O Per Arohitect's specifications.T o be furred over with temporary wall board. I I Flat cdling I I O 3'-0"x 3'-0"Fixed tempered glass in drywall wrapped o pate height 71fq" O I opening.Paint grade stops.Refer to elevation sht. }{ O T1 E I -6. — 8'-a3/4' Interior Moulding Specifications � 9'-97/8" Interior Trim by Superior Moulding phone:(800)473-1415 a ILI � Flet®ling Flat®iling F••O Base Moulding#HB26-50(9A6"x5") plate height platcheight Ca el ng#H B 15-27(11116"x 2 7/8") v Craven#HCR8.36(9116"x3 3X') ---- ---- Z.7' 4'-11/4" 6'fi" a'-Z' 2.73l4" 91're-primed high density fiber board. 1 Tlb CI Flat cdling d plate halght to 3 � Wall Legend O 0 2-921"1 DESCRIPTION T-I Docunenle ® Pennanmt load and non-load bearing wall.per CLIENT architect'.Flare Wooddde H— ® Tamporarynomloadbeaiing2x4wall.toWremoved pF 4Fon completionofwleo David H.Fer 641 6-O' 64 lQGNER Shannon Bolay za-e" DATE 05/29/03 REVISION71 5ALE5 OFFICE CONSTRUCTION NOTES 4 2 ❑ TI-6 TI-6 ❑ 1. INTERIOK GONSTRJCTION OF WALLS,SOFFITS AND BUILT-IN 5TOKAGE CABINETRY 15 BY OWN ER/CONTRACTOR,LINLE65 5PECIFIED GTHERWI5E. SCALE 2 THE PURCHASE AND INSTALLATION OF DOORS AND WINDOWS ARE BY OWNER/OOMACTOK UNLESS SPECIFIED OTHERWISE 1/4'1=1'-0" 3.5ET HEADER HEJ(jHT5 AT STANDARD 6'-8"UNLE56 SPECIFIED OTHERWI5E. 4.MANY DIMENSIONS ARE CRITICAL PLEASE NOTIFY MOTWATIONAL SYSTEMS PRIOR TO MAKING FIELD CHANGES. 5.FURR OUT WALLS AND SHEETKOCK TO COVER CUR55 UNLESS SPECIFIED OTHERWISE REFERTO DETAIL PROVIDED IN'BUILDER'S SET. SHT TI- 6.FURR OUT WALLS INSIDE GARAGE HEADER TO ACHIEVE FLUSH INTERIOR WALLS. 7.5TUB OFF PLUM15I1405TANDARDTO GARAGE AND RECESS IN WALL FOR FUTURE USE. Lake Elsinore,CA 8.REFER TO SHEET TI.2 FOR COMPLETE CONSTRUCTION NOTES. Tract#30811 Lot#34 Plan#1A garage Thix h m o.ignal M9 de.ig,.Al righn b w•a repmdx•it in while q i n pnn,k,ony foam or b ldrkae or p•aduo my likeneu lheaof dwl m,win Rw axl",i+e ri�9 o1M51.' hbfiwt I Sye l—22000..[A A-1,166"City,CA 9195D e CALIFORNIA COUNCIL FOR Motivational C V�Systems Inc ❑fw Npo ElfooaNMo 1619N74620 1916µ9S07N =ICE; I— I9691134A70 11 IS590313f02 1.04 1010103�.i�4 e o 1 n V 5 e x (7029536470 1602N648844 ❑Lnmron 11 sal. 191SN69190U (110/i4fs • • • W V! 1 Elevation 1 Elevation 2 (� TI$ ,,Cale:114'=1'-0" P 6 50aie:114'=1'-0" :> i. 9-61 DESCRIPTION 3 Elevation 3 4 DE'_CRIP71ON Elevation 4 T-I Ib� ft TI 6 Scale:1/4"=1'-0" TI 6 Scale:l/4"=1'-0" C E NT Woodo'de Hone: AE 1)4 id Hagler DESIGNER Sho"On BOby Q6a W29/03 RENSIONEJ SCALE 1/4"=l'-0" Interior Trim by 5uperior Moulding Base Moulding#HI3 26-50 SHT Casing#HB 15-27 T�'6 Grown#HCP8-36 T=Tempered glass Pre-primed high density fiber board. All French Poore Shall have 10"kick perdisaHed accessible requirements. phone:(800)473-1415 Lake Elsinore,CA AV passage doors to have lever style hardware on the pull side and to Tract#30811 be operiaHe on the pueh side without any knowledge or effort of operation. Lot#34 Plan#1A garage - Thishmaigml M9 d«igi.Al rghna ow arrpmdc.nin while or inpon,in my bmornfrhicor o.pr«luw orylkw,euMasd dnl�wmin 8ro.icl"u.e ri�IoLM9.' 7n,O.oeoeol Sydemnlnc..2200Ch..dmd Aro.,Nofond Ciy,CA 91990 m CALIFORNIA COUNCIL fORp i Motivational D C Systems Inc El NNO MARl£B f.Y — a1N141f16 pl6N0safN _ CERT161E INTERW IGNER — ❑Gmm ❑i�ss IG12 Ex --03 NN9NNA I�0N01•PS01 v Rtli 719N71* YINtl0iov:l- ❑La Kp ❑POaaN 17020Z60A 102AN4844 . ❑IYsnmm ❑agIS NSSNLFHN Ia61s7SN0s Lighting and Electrical Schedule (15 ® Horizontal Lamp Open Reflector Fluorescent Downight Semi-specular clear alzak reflector Two 18-watt 30K quad tube fluorescent D ® Horizontal Lamp Open Reflector Fluorescent Downlght 5smi-specular c eo r alzak reflector Two 26-watt 30K quad tube fluorescent 2-0" 21" L 2-1" 2•6" 2-s" L 21" L. 6 O Spread Lau Compact Fluorescent Wallwash Semi-specular clear alzak cone Two2&watt 30Kquadtubefluoreecent 42 I I I FL Bui4ding standard ailing moourlteA fluorzscant fixture. I I � 2 A Duplex Outlet 4 Thermostat Z Quad Outlet AF Alarm Fanal `\,\� 1 .i X5D 110v Smoke Detector W/ N l� i ♦ Telephone Outlet battery back-up ® U ®' I Ca a� o Fax designated outlet w 11 I N �1 LU N A* Computardesignatmoutlet. T CAT Computerwirime panel Exterior Wall mounted fixture by client. _--�•� p" \ — Switched per plan Center°n Wall \ � 1 b a 1 N N DESCRIPTION T-I Doc-- LIGHTING AND ELECTRICAL NOTES aim \ \, Woodside Homes AL All Ighting by client unless otherwise noted. Any substitutions in fixture,lamp 2-0„ 4•0' T a-a, T 4-a' 4'a 2-01 or manufacturer must have the approval of the owner. M51 makes no guarantee °"°°°ply for products identified bytrade name or manufacturer. PATE Ds/29/0a Placement of lighting is often critical.Notify sales office designer of adjustments RENSIONS prior to making field changes. ❑ Outlets are to be set at a standard height of 12"-18"unless otherwise noted. ❑ Any outlets or lighting standard to garage should be covered overwith aheetrock. SCALE HVAC registers should be located In an unobtrusive location at telling level or located in the ceiling. M51 does not determine ducting; this should be done by HVAC licensed contractor. SHT TI-7 Lake Elsinore,CA Tract#30811 Lot#34 Plan#1A garage Thishm angoal MCld«igi.Al righted war rMsmdc•Nwwhd•or inwn.wmy Ls+n araf.6lcok or produm myllkene,s N.snd,hol Amour i„oarlo.:.o. rofM51.' ftfWfinelS/nems lm.,22000W Iwd Ar..No6end City,CA 91991 // •CAL IFOR NIA CDUNCII C Motivational 1!�Systems Inc A IN EY El_ ,ER'IFIEG h+ ILGESIGNER — NI9R7FNN NI6µ9SMN 1072 EX91RE5 ❑(M,p ❑fiso YCi112 N000 YINtl Of IIYO• IN917ALN)0 ISSiNU12f07 ❑is Yqa ❑AIMd, p0299d170 1602NIIII44 ❑Lk,m.e ❑Sell, Auburn Lane e2fµlAIFW N6157 aB9f SALES OFFICE Lake Eloinore, Ca Tract#30811 • Lot#54, Plan #1A garage PROJECT CONSULTANTS Plane prepared for BUILDING DATA C.0 Woodside Homes 25121 Antonio Parkway • Rancho Santa Margarita,CA 92688 *Occupancy Type... B/5aloo Off!cc I4 73) ^KC"'TECT° PHONE: (949) 858-49W FAX: (949) 858-4984 Convert back toU 1/PrivateGarage(per5HT114) Kevin L Cook Architect,Inc. upon completion of salts process. 2061 Acacia 5t.5ulte#110 Type...e...VN Newport Beach,La.92660 •Conetruc y}7 � U To(949)660-1567 Scope of Work: These plane are for the temporary non-Structural interior •Uniform bullding Code 1997 Edition F:(949)0001589 conversion of type U-1 Garage space to type B/5ales Office. O •All structural &engineering Issues,including HVAC&plumbing, 2002 C.B.C.(ADA Amendment) 0 STRucruRAL ENGINEER: should be addressed&submitted by the appropriate professionals •California Building Code 1995 Edition option One ConsultingEnginears and are not a part of these Tenant Improvement plans. 20311 Acacia street,Stuite#110 •These plans do not address exterior issues such as parking and *National Electrical Code 1999 N.E.C, (S) Newport Basch,Co.92660 access. Please refer to land scapearchitect'e plane. •Fire-2001 W.F.C.A. T:(949)553-1916 These are Non-structural&Non-seismic plans •Mechanical&plumbing locations& 9M TITLE 24 • These plans are to conform to Title 24 and current UBC 5tandarde DES 1A61 p specifications to be supplied by others per DESCRIPTION Rick Maurer T-I D.—ft 75445addalhiil Trail 2000 I.A.G.M.O,&2001 C.P.C.&C.M.C. ME Woodside Horess Orange County,Co92869 •Title 24 Compliance Package-mlcro Pass AE T:(714)771.1507 D-id H.#t r F:(7I4)771.2939 6.01&Energy Pro 3.1 ABs-0% CON TENTS S6nnon eol.y •Landscape plans(by others)including DATE SOILS EN GIN EER LOP Geotechnical Group,Inc parking&exterior stoop to meet ADA �REV15 N 6121 Quail ValloyCourt tl-1 Title Page requirements. ❑ Riveralde,Co 92507 TI-2 General Notes ❑ T.(909)653-1760 El (909)e53-1741 TI-3 Floorplan Layout/Threshold&Wall Sections SCALE TI-4 Demolition Plan TI-5 Construction Plan&Notes/Door&Window Schedule , TI-6 Interior Elevations/Storage Elevations TI-7 Lighting&Electrical Plan&Specifications SHr TI-1 Lake Elsinore,CA Tract#30511 Lot#34 Plan#1A garage i Thi.ismaigiwl M5l d.,im.Al righnb ue.«r.p.odc.itmwhd.winpan,in my kxm orafda;cos.or predw mylik.ne>.N+ercd.Ml mmein Ab earl.:r.r ro1M51.' nb 0-1".,1-2200CI«.imd A...Noi..d Coy,CA 9195D S Motivational up Systems Inc _ GENERAL NOTE GLAZING MECHANICAL 1.THE WORD"CONTRACTOR'A5 USED HEREIN SHALL MEAN THE GENERAL 1.ALL GLAZING SHALL CONFORM TO UBC 5TAN DARD#24-1 i.CONTRACTOR SHALL PE51GN ENTIRE HVAC 5Y5YEM AND 5UBMTT PRAMNG5 Ip�4 sHietA 01 A35091 FOR THE OWNERS APPROVAL PRIOR TO 0RDE-RI NO MATERIA L5 OF EQUIPMENT. EMPLOYED BY ANYOF THEM. 2 SAFETY GLAZING CONFORMING TO UBC STANDARD#24-Z PART 1 5HALL BE HEATING 5Y5YTEM5 SHALL BE SIZED TO ACCOMODATE AIR CONDITION 5. M51 ❑POM174J1to ❑ CONTRACTOR,SUBCONTRACTORS AND ALL PERSONS DIRECTLY OR INDIRECTLY ISS9XM-562 PROVIDED IN ALL LOCATIONS SUBJECT TO HUMAN IMPACT AS SPECIFIED IN UBC DOES NOT DESIGN HVAC SYSTEMS. ❑�y'm ❑MuMx pOYRA�fA (607NM-ItM 2 CONTRACTOR SHALL GOMPLYWR-H ALLORDINANCE5,RULES,REGULATIONS SECTION 2406. 2 ALL EQUIPMENT INSTALLED IN THI5 PROJECT SHALL COMPLYWITH THE AND LAWFUL ORDERS OF ANY PUBLIC AGENCY HAVING JUP15PICTION ON TH15 REFERENCE STANDARDS LISTED IN APPENDIX C.U.M.C. ❑InAiawu ElImsjinafs PROJECT AND SHALL NOTIFY OWNER IMMEDIATELY UPON BECOMING AWARE 3.ALL GLAZING NOT SPECIFIED ABOVE SHALL BE ANNEALED FLOAT GLA55 THAT ANY ASPECT OF THE PROJECT DESCRIBED HEREIN Lei AT THE VARIANCE WHOSE THICKNE55COMPLIE5 WITH UBC TABLE#24-A A55UMING 20 P5F WIND 3.IN RE5TROOM5 WITHOUT REQUIRED NATURAL VENTILATION,PROVIDE A THEREWITH. LOAD. MECHANICAL VENTILATION 5Y5TEM CAPABLE OF FIVE AIR CHANGES PER HOUR 3.CONTRACTOR SHALL PROVIDE CERTIFICATES OF IN5URANCEACCEPTA51LE TO 4.ALL FRENCH DOORS AND GLA55WTHIN 24"OF AN OPENING TO HAVE SAFETY AND CONNECTED DIRECTLY TO OUTSIDE AIR PER UBC SEC.12033. K GLAZING/TEMPERED GLASS PEP UBC5ECTION2406.4 CALIFORNIA t0UNClt tos OWNER PRIOR TO COMMENCEMENT OF WORK. 4.ALL MATERIALS AND CONSTRUCTION METHODS SHALL CO MPLY W RH THE 7997 4.BY5UBMITTAL OF BID,CONTRACTOR WARRANTS TO OWNER THAT ALL EDITIONS OF THE UBC,UMC AND UPC. MATERIALS AND EQUIPM ENTTO BE FUKN15HEP ARE NEW UNLESS NOTED DOOR THRESHOLD 5.HVAC REGISTERS SHALL BE LOCATED IN AN UNOBTRUSIVE LOCATION AT '6 D C OTHERWISE AND ALL WORK WILL 13EOF GOOD QUALITY AND FREE FROM FAULTS CEILING LEVEL OR LOCATED IN THE CEILING. - AND DEFECTS. 1.NO DOOR THRESHOLD SHALL BE OVER 1/2"HEIGHT IN PROFILE ANY HEIGHT DIFFERENCES REQUIRE A BEVELED PROFILE FOR WHEELCHAIR ACCE551151UTY, 5.CONTRACTOR 5HALLVI51T SITE AND VERIFYALLEX15ING CONDITIONS PRIOR TO ENFIZGYCONSERVATION LEY - SUBMITTAL OF BID. = f,ERtIPSo "-.r.,R DESIGNER DOORS 1.ALL HEATING,VENTILATION AND AIRCONDITIONING EQUIPMENT SHALL MEET t6tz Ezaa;�-soa 6.CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN HEREIN AND REPORT ALL OF THE REQUIREMENTS OF THE APPLIANCE EFFICIENCY STANDARDS AND ----- ALLDISCREPANCIESTOOWNERPRI01RTO5UBMfTTALOFBID. 1.ALLDOORSSERVINGTHESALESOFFICETOHAVELEVERACTUATED =noat�ix ,orLxeceiceitre•`i HARDWARE,MOUNTED 0 30"-44"AF.F.,PUSH/PULL PLATES AND DEAD13OLT5. SHALL BE CERTIFIED TO THE STATE ENERGYCOMMI5510N. 7.ALL STANDARD NOTES CONTAINED HEREIN ARE TYPICAL UN LE55 NOTED 2 THERMOSTATS SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK WHICH THE OTHERWISE. 2 ALL PASSAGE DOOR5 TO HAVE LEVER STYLE HARDWARE ON THE PULL 51DE �I AND TO B BUILDING OCCUPANTCAN PROGRAM TO AUTOMATICALLY SET BACK THE E OPENABLE ON THE PUSH 51DE WITHOUT ANY KNOWLEDGE OR EFFORT SET POINTS FOR AT LEAST TWO PERIODS Wf ETN 24 HOURS. ►�I 8.ALL TRADE NAMES AND BRAND NAMES CONTAINED HEREIN E5TA5U5H OF OPERATION. THERMOSTAT. QUALITY5TANDARD5. OWNER PERMITS SUBSTITUTIONS WITH PRIOR APPROVAL 3.ALL TRANSVERSE DUCT,PLENUM AND FITTING JOINTS SHALL BE SEALED WITH -� 3.ALL EXIT DOORS TO REMAIN UNLOCKED DURING 5U51NE55 HOURS.AND BE PRE55UPE SENSRIVETAPE OR MASTIC TO PREVENT AIR L056 AND 5HALL BE 9.THE SCOPE OF SERVICES UNDER THIS CONTRACT 15 LIMITED TO PROVIDING A OPERABLE FROM THE INSIDE WITHOUT THE USEOFA KEY OFANY5PECIAL INSULATED TO CONFORM TO THE PKOV151ON50F SECTION 604 OF THECUFPENT z "BUILDEK'5 5ET"OF PLAN5.TH6 5ET OF PLAN5I5 SUFFICIENT TO OBTAIN A KNOWLEDGE OR EFFORT. UNIFORM MECHANICALCODE. BUILDER'S PERMIT,HOWEVER ALL MATERIAL5 AND METHODS OF CONSTRUCTION C6 NECE55ARYTO COMPLETE THE PROJECTARE NOT NECE55ARILY DESCRIBED IN 4.THE M55UKE SETTING ON DOOR CL05ER5 5HALL NOT BE BEYOND THAT 4.ALL MANUFACTURED WINDOW5 AND SLIDING DOORS SHALL MEET THI5"61JILDER'5 5ET".THE IMPLENTATION OF THE PLAN5 REQUIRES AN WHICH HAS BEEN E5TA51-15HED A5 THE MAXIMUM RESISTANCE PER ADA ASTM#E283-89)AND SHALL BE CERTIFIED AND LABELED.PER 4� OWNER/CONTRACTOR(GENERAL CONTRACTOR AND SUBCONTRACTORS) REQUIREMENTS. EXTERIOR DOORS NOT TO EXCEEDSTANDARDS GEED 5.5 CBS,INTERIOR DOORS NOT SECTION 116,ALL MAUFACTURED FENESTRATION PRODUCTS ARE TO BE S-- THROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND TO EXCEED L55. METHOD50F CONSTRUCTION. THE PLAN AND GENERAL NOTES DELINEATE AND CERTIFIED AND PERMANENTLY LABELED AS OCEPUFIR OR A DE AULT TABLE A5 DE5GRIBE ONLY LOCATION 5,DIM EN5ION5 AND TYPES OF MATERIAL5 AND 5.FRENCH DOORS TO HAVE 10"KICKPLATE PER D15ABLED ACCE5516LE TESTED IN ACCORDANCE N M THE L.TH PROCEDURE, L A DEFAULT TABLE GENERAL METHODS OF ASSEMBLING OR FA.5TENING.THEY ARE NOT INTENDED REQUIREMENTS. CONTAINED IN THE DESIGN MANUAL.THETEMEFOFE I LABEL LISTING THE CERTIFIED U-VALUE SHALL N07 BE REMOVED BEFORE INSPECTION BY THE TO SPECIFY PARTICULAR PRODUCTS OR OTHER METHODS OF ANY5PECIFIC BUILDING DEPARTMENT. MATERIAL,PRODUCT OR METHOD. TRANSACTION GOUNTERSIVORK51JEFACE5 5.ALL SWINGING DOORS AND WINDOWS LEADINGTO UNCONDITIONS AREAS 10 SMOKE DETECTOR SYSTEM SHALL COMPLY WITH UBC SECTION 310.9 SHALL BE FULLY WEATHER STRIPPED. 1.ANY TRANSACTION COUNTER WILL BE DISABLED ACCESSIBLE WITH A COUNTER 11.ALL INSULATION SHALL HAVE A FLAME-SPREAD RATING NOTTO EXCEED 450 HEIGHT OF BETWEEN 28"AND 3a'FOR A MINIMUM LENGTH OF 36'. 6.INSULATION USED SHALL COMPLY WITH CALIFORNIA ENERGY COMM155ION WHEN TESTED IN ACCORDANCE WITH THE UBC STANDARD#8-1.PER UBC QUALITYSTANDARDS(PER C.EC.118) SECTION 7072 ELECTRICAL 7.THE INSULATION INSTALLER SHALL P05TA SIGNED CERTIFICATE(PER C.EC) )OB# SAL F. OFFICE CON5=GTION NOTES 1.ALL SYSTEMS,CIRCUITS&EQUIPMENT 5HALL BE GROUNDED PER N.EC. 2-9219-61 ARTICLE 250. 8.PROVIDE GASKETS UNDER THE PLATES OF ALL OUTLETS LOCATED IN THE WALL FORMING THE PERIMETER OF CONDITIONED SPACE IF REQUIRED BY DESCRIPTION 1.INTERIOR CONSTRUCTION OF WALLS.SOFFITS AND BUILT-IN STORAGE CABINETRY 15 BYOWNER/CONTRACTOR,UNLESS SPECIFIED OTHERWISE. 2 ALL 125-VOLT,SINGLE PHASE.15 AND 20 AMPERE RECEPTACLES INSTALLED ENERGY CALCULATIONS. SEE SHEET T24.1 T-I ENT IN BATHROOMS SHALL HAVE GROUND-FAULT CIRCUIT-INTERRUPTER PER N.E.C. 2 THE PURC HA5E AND INSTALLATION OF DOORS AND WINDOWS ARE BY ARTICLE 210-8. 9.WRAP ALL HVAC DUCTS OUTSIDE CON DITIONED SPACE WITH R-4.2 MIN.(PER Woo-did.Hones C.E.G.1E0(M)) Al OWNER/CONTRACTOR UNLE55 SPECIFIED OTHERWISE. 3.ALLGONTUCiORS CLOSER THAN 11/4"TO THE EDGE OF FRAMING MEMBERS 0wd HaRter 3.5ET HEADER HEIGHTS AT STANDARD 6'-8"UNLE56 SPECIFIED OTHERWISE. SHALL BE PROTECTED WITH STEEL PLATE AT LEAST 1/10"THICK THRESHOLDS ALL EXTERIOR LL DWELLING HALL BE WEATHER SGING A. INSTALL METAL THRESHOLDS ATOLL DWELLING EXTERIOR SWINGING AND GARAGE TO DWELLING DESIGN DOORS PER T24 4.MANY DIMEN5IONS ARE CRITICAL PLEA5E NOTIFY SALES OFFICE DESIGNER 4ANY FIXTURE WEIGHING MORE THAN 50 LB5.SHALL BE SUPPORTED . Shannon eoby DATE PRIOR TO MAKING FIELD CHANGES. INDEPEN PAN TLY OF THE OUTLET BOX 05/29/03 5.FURR OUT WALLS AND SHEETROCK TO COVER CUR135 UNLE55 SPECIFIED 5.ALL FIXTURES INSTALLED IN WETOR DAMP LOCATIONS SHALL BE SUITABLE REVISIONS OTHERWISE.REFER TO DETAIL PROVIDED IN'BUILDER'S 5EI'. LABELED PER N.E.C.ARTICLE 410-4(A). ❑ 6.FURR OUT WALLS INSIDE GARAGE HEADER TO ACHIEVE FLU5H INTERIOR 6.ALL ELELCTRIGAL MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY ❑ WALLS. WITH THE CURRENTLY ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE. ❑ 7.5TU13 OFF PLUM13ING5TANDARD TO GARAGE AND RECESS IN WALL FOR 7.PROVIDE PERMANTLYWIRED SMOKE DETECTORS PER UBC SECTION 3105.1 W/ SCALE FUTURE USE BATTEKYBACK-UP. 8.IZECE66EP CEILING FIXTURES INSTALLED IN INSULATED AREAS SHALL BE "ZERO CLEARANCE INSULATION COVER"(IC)APPROVED. 9.OUTLET15OXE5ON OPP05RE SIDE50F FIRE KATEDWALL5 SHALL BE SEPARATED BYA HORIZONTAL DISTANCE OF AT LEAST 24"PER UBC 709.7 SHT TI-2 Lake Eiainore,GA Tract#30511 Lot#34 Plan#1A garage - TN�Y an aignalMB Jsig,.Al,igNleb,worrymAesNi,wFd•ain pert,in vy lvm orbf�ied•en padw vy Rk«wa Mesof.hal mwinM«IueNe r,�aofM9.' AbA.eKawl SyewmlM..T100C1«dad a...lJobnd Gy,G 9193D CAL COORCIL iORi Motivational <� C U�Systems Inc 5ALE5 OFFICE INTERIOR _ At out o0rging entrance doors here will bea maximum of1/2"difference Cut entry threehdd in elevation between the exterior landing and the door threshola. ❑1 01V14/412" ❑1 6°M LH to receive floor. UBC 5ectlon 1003.3.1.6 Verlfythickness of Expaneionjoint EY — ❑f"=0 ❑Faaa flooring. Slope riot d t to exceed ,�o. _,taNEla — 1uf17u05m 1ssfM51-sso: Hardsurface floor perfiMoh schedule THRE5HOLO LIP er AA x 11CP 3 _ ❑I.Vqa ❑III.* earpet p ..-._.�.. . --___ — `n,:o� nlxeoAl7r.a x 902)224470 160IMVHY0 io ._..-. ❑L6mmn ❑Saab pad • , — 1915M441900 11061575495 Slip sheet under the • 1/8"DIFFERENCE • • • 5ALE5 OFFICE with • IN CONCRETE ELEV. CONCRETE STOOP • • • 5LAB(THICrNE55 non-penetrating COMPALTIONAND adhesive for easy GARAGE/5ALE55LAB REINFORCEMENT removal s PER 60IL5 REPORT) Many flooring charge,adjdning materials Threshold 5ectign Strop&all etenor should be installed flush.Bad materials 1/2 ACTUAL SIZE specs&documeme,by as roeessary to meet ADA standard, landscaped arobirat I I Storage 5taage I �trueees By Ciwrt By Client 1 1 I 1 1/2"clear truss clip ^I lx4 top plate over j7�_II 2.4 bottom plate Top of Partition ehm h be oecured to Cloame Office J truss or of framing aloes vAth 2 x 4 Closing Office braces at a maximum if 4'-a'O.C. (� Q_ 2z4 studs 016"oa.(typ) z Q 1/2"gypsum board with 5(d) ____ LL Cooler nails w 8"D.C.to all framing rromber5 r.aNPt iopo 2x4 P. sill Svith.175 z 2 7/8"hi ki 5DM T.O.F.(slaw velocity demo fasteners)w 18"oz.(LC.8.0.#2888)or equal Floorplaan Unit Area HospitalStY Map renderings Arm above TYPICAL NON-BEARING PARTITION 5calc.112'=T_a' 2-9219-61 Hud Pro DESCRIPTION T-I Docunenh CLIENT Woodside Homes 6E David HAter EzCerbrwall _ENTER I i I TO MODEL5 I bo MI$ ———— — 3/8"51heetrock I STRIKE CLEARANCE DATE 2a4 nominal A7 EXTERIOR DOORS 05/29/03 studwall 6'-O" 6'-0" MRE SIONS 1 ❑ Base moulding 2.4 nominal Elsl II Wrap flooring aver _ Elexposed stamwall.Base moulding is installed SCALE above. Garage 5temwail per - • • • build rig standard • STRIKE CLEARANCE®IXTERIOR DOORS s 5LAB FIAOK� ' NO DOOR THRESHOLD SHALL BE OVER 1/2"HEIGHT IN PROFILE ANY HEIGHT SHT DIFFERENCES REQUIRE A BEVELED PROFILE FOR WHEELCHAIR ACCESSIBILITY. TI-3 EXTERIOR WALL CURB DETAIL n/z=r-a' Lake Elsinore,CA Tract#30811 Lot#34 Plan#tA garage ihis's an aripimlM9 daig�.Al riOlMb u=arrp�ede.hq vddsor5n pert,5n omyfermerbfda5ceb or prodw aryl&verve A.ed steel..mein R=.n:Ivave r5�l ofNts.• AbRvaxmal Sy�+Im..2VOOCI=dad A».Nofond Cxy,CA 91950 •CA EI I ORNI6 COO OC It ICA %INTER] Motivational IIII Systems Inc - �b,o,oe �s�on.Me _ — MIAMIN 1911163WN A _ El 4nw Fmie CCf 11.d C 00 YIN 4D iI IY0• 19099"70 1669N01 ri01 El 0021 470 (602MMi844 0rmmah Avl1. In6NC1•1,00 (10616)SM95 I I I I I I I I I I II I Y�I � �M i 2-9219.61 DESCRIPTION T-I D«un.1, CNENT Woodside Hams AL D.aid H.FW1 MQ F8 Shannon eoly A. Garaae_,;helI Wore conve Moon [5. Garage Shell ae-ulce office 0EMSION Refer to architect's plan for occupancy type U-1 Garage plan for standard residential use. Remove any drywall,framing,windows&door added for Sales Office.after the sales prooress Is complete. ® Walls to be removed upon completion of eater. ❑ Uncover all outlets,plumHng,vents,etc.as standard to garage. Reinstall waterheater or washer/dryer If applicable following all UM code standards ❑ Reinstall any doors standard to garage. SCALE • • • SHT TI-4 Lakc Elsinore,CA Tract#308 11 Lot#34 Plan#1A garage Thi,6—Owl M9 d«igi.Al righh b R in whd,a in Port,in pedu aq like lh—f,hd m in 0r wclo,l.,rikPof M9.'hbti1afi—I Sy—Inc..220006,I-d Aw..1,6knd Gy,CA 9195) -CALIFORNIA COUNCIL FOR Motivational Door&Window Schedule fI Systems Inc 1 k ❑(619N74RN El191Sa6y9S0Y1 O Pair3'-O"x 6' 8"Single light.,paint grade. SH"1' A'A,'.":Bp' y Exterior paint odor to match exterior of unit - ;ii cxw s °- GNER ❑1CoivYufm ❑Fg9Na19501 Tempered eafety glass in door.to be operable on push side 9 without any knowlege or effort of operation. Sod;laxrca iiaeoeliT ❑I.Yepa ❑nl9.x. Lever style hardware on pull side p02Y1f1-6410 IdOYNBNIN ❑t, ea ❑same 1975N 19.1900 LID QSFSMI5 O3'-0"x 6-8"Headered opening • • • OC 3'-0"x 6-8"Bifold doors,paint grade OPer Architect's epecificatiore. 13 s O Per Architect's specifications.T o be furred over with temporary wall board. i I O 3'-0"x 3'-0"Fixed tempered glass in drywall wrapped a Flatting 7v O opening.Paint grade;tops.Refer to elevation sht. pate height O L E L r ��1 6-03/4'' Fall Interior Moulding 5pecification5 697/e° Interior-Trim by Superior Moulding phone:(e0C)473-745 Flat®ling Flat®ling Base Moulding#118 26-50(946"x5") io pate height plate hdgbt � 0 o O_ _Q o Casing#H815-27(1V16"x 2 7/8") g g Gown#HCRB-36(9/16"x33/4") 7-7 *-Ill*, 6'-6" 4'-2' 2-0 3'4` •Pr"I lmed high d enslty fiber board. 1 TI-b Flat ceiling iv 0 n 35 plate height >B# Wall Legend A O 3 2-9219-61 Tlfi DESCRIPTION T-I Doe—h ® Permanent load and nm-load bearing wads per CUENIi architect's plare Wooded.Hones ® Temporay norrload bearing 2x 4ssalls Lo be removed AE upon completion of sales — Dwid HaF* 0-4" 6-0' 641 DESIGNER Sh.n B.I y 20'8" PAR 05/29/03 REVISIONS El 5ALE5 OFFICE CONSTRUCTION NOTES 4 2 ❑ TI$ TI-6 1.INTERIOR CON5TRUCf10N OF WALL5,SOFFITS AND BUILT-IN 5TORAGE CABINETRY 15 5YOWNEK/CONTRACTOR,UNLE55 5PECIFIED OrHEKW15E. El 2 THE PURCHASE AND INSTALLATION OF DOORS AND WINDOWS ARE 5Y OWNER/CONTRACTOR UNLESS SPECIFIED OTHERWISE SCAL 1 E/4"=1'-0" 3.SET HEADER HEIGHTS AT STANDARD 6'-8"UNLESS SPECIFIED OTHERWISE. • • • 4.MANY DIM EN51ON 5 ARE CRITICAL PLEASE NOTIFY MOTIVATIONAL SYSTEMS PRIOR TO MAKING FIELD CHANGES. 5.FURR OUT WALLS AND 5HEETROCK TO COVER CURE55 UNLE55 SPECIFIED OTHERWISE REFEKTO DETAIL PROVIDED IN'DUILDER'5 5ET'. SHT 6.FURR OUT WALL5IN510E GARAGE HEADER TO ACHIEVE FLUSH INTERIOR WALLS. TI-5 7.5TU15 OFF PWM13IN05TANDAPD TO GARAGE AND RECE55IN WALL FOR FUTURE USE. Lake Elsinore,CA 8.REFERTO 5HEETTI-2 FOR COMPLETE CONSTRUCTION NOTES. Tract#30811 Lot#34 Plan#1A garage Thu ism«igiml MS daegn.Al righhb use«r.pmdre.it in whd.qin purl,in my farm or bfolricd.orpaduo onylik.rimsheao{dwl ersrain the eclas«s rightofM51.' Abfnerionol5y.romslrK..2200CIerelmd Aw..Nvfond Gy,CA 9199) .CALIFORNIA COUNCIL I'D r Motivational C V%�systems Inc ❑,.Nppoo ❑5a�m.M" N1911148lU 191691 234 ' i'!W a — ❑Caeca ❑Fnmo1559p o CEi;CRFb 1rIS iCH JGNEa — IN1Re4s97o 312507 11 1vii Exrlos .a ___ ❑1sYe8a []Ifiaas e0!310 UN 00'liNtl Od11Y'ro a f70203"70 I6070-8844 ❑Ld.-an 1900 Ij 5eal. (%SN�4 110615 7Sa 95 3030 `o�m� `oPm� 303 1 Elevation 1 2 Elevation 2 � TI6 5cale:l/4"=1'-0" 6 5cale:114'=1'0" LEI O 1 >JOBA, 2.9219.61 DESCRIPTION 3 Elevation 3 4 Elevation 4 T.I Docunen9s TI$ scald:"`1`0 Scale:114'=1'•0" CLIENT Woodside Hones AL David HaF9 DESIGNB SI,onnon" RATE OS/29/03 REMS 0N5 SCALE 1/4"=p.On Interior Trim by Superior Moulding Base Moulding#HB 26-50 SHT Caring#HB 15-27 TI-6 Crown#HCRB-W T=Tempered glass Pre-primed high density fiber board. AY French Poore shall have 10"kick perdirabled accessible requirements. phone:(800)473 1415 lake Elsinore,CA AM passage doors to have lever style hardware on the pull side and Tract#30811 to Lot#34 be opens He on the push side without any knowledge or effort of operation. Plan#1A garage TNs 6 m.0.1 Ma d.6p.Al,ii;6 ft..or pied-11.while or in Pert,in my form orbf&riede or product ay likermss lh-14.1 rwrwin 4b—I6",0I,FM9.' 3.b-S..lSyaem.h.e..22000Iw I-dA.e Nosord Gy,CA 91950 •CALIFORNIA COUIICIL FOR r Motivational C D C Systems Inc 1e>6n,.o I:1t0 m,PIE B EY - ❑1Sf19N HLIf ❑NI dN3S07& CEP-IF!E iNTEF!^.' -SIGNER — ❑faun ❑Fm• 1612 LC"- - 1909p74J170 IS59N31.B02 s ti0i 119 N110".^Y I•N R 0111Y0•s ❑ Fhw 1 afl,NA ❑(N7)40188M r ❑Leeman ❑Sells P3SN191 f00 Ila d167Sp 95 Lighting and Electrical Schedule ® Horizontal Larrp Open Reflector Fluorescent Down lght Semi-spec ul a c lea r alzak refe,ctor Twn 18-watt 30K quad tube fluorescent 0 ® Horizontal Lamp Open P,eplecter Fluorescent Dowmlght Semi-c pecul ar c ear alzak reflector Two W-watt 30K quad tubefluore5cent 2-0" 2fi,• 2-6" 26" 2-e" 2-0" (6) (11, 5pread Lens Compact Fluorescent Wallwash Semi-specular clear alzak cone Two26-watt 30K quad tube.fluorercent .42 I I I I FL Building Standard ceiling moounted fluorescent fixture I I � Therma5tat Vi19mR C G ) # Duplex 4 N 5� U Z # Quad Outlet AP Alarm Panel L �eD 110v 5moke Detector w/ ♦ Telephone Outlet battery back-up I I T c W A Faxde5lgnated outlet N 1 N R••R n* Computerdeeignatedoutlet. T AP }S CAT Computer wiring pa rlel =_-- ---- � 4., Exterior Wall mountedfixture by client. G' Switched per plan \\ Center on Wall •\ o \ c w 4 b 2-9219-61 N N DESCRIPPON LIGHTING AND ELECTRICAL NOTE5 C D«„eae � IIEM W dada Hanes AIR David 0WIFGNER All lighting by client unleee otherwise noted. Any aub5titution5 in fixture,lamp 2-0" *-a, — a'-a' a'-a' 4'-a' zv^ M S Rolq or manufacturer must have the approval of the owner. M51 makee no guarantee PATE� for proclucte identified by trade name or manufacturer. 05/29/03 REMSIONS Placement of lighting ie often critical.Notify ealee office designer of adjustments ❑ prior to making field changes. Outlete are to be Set at a etandard height of 12"-16'unless otherwise noted. ❑ Any outlete or lighting etandard to garage should be covered over with eheetrock. SCALE HVAC regietero should be located In an unobtrusive location at ceiling level or located in the ceiling. M51 does not determine ducting; this Should be done by HVAC licensed contractor. SHT TI-7 Lake Elsinore,CA Tract#30811 Lot#34 Plan#1A garage This i,mariginml M9 deigi.Al riglmbwar•prodKeain whdsainP rt,w ary hrm errofr6kel.orpredw mylikenev lhe•aF dwl nmam0m ecloai.•ri�toFM9.' hbinarivwl SysMnslnc_71000Imeloid Aye.Nafoal Gfy,CA 9199J