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Home My WebLink AboutSADDLE RIDGE DR 31624_00-00001205 ity of Lake Elsinore li r �' PE��1Vi�IT 130 South Main Street PERMIT NO: 00-00001205 DATE : 12/06/00 JOB ADDRESS . . . . . 31624 SADDLE RIDGE DR DESCRIPTION OF WORK . PRIVATE SWIMMING POOL/SPA OWNER CONTRACTOR LMD TUSCANY SUN AQUA POOLS 31128 EMPEROR DR. CANYON LAKE CA 92587 909-244-7427 LIC EXP 0/00/00 A. P. ## . . . . . 363-301-022 2 SQUARE FOOTAGE . 0 OCCUPANCY . . . GARAGE SQ FT . . 0 CONSTRUCTION . . FIRE SPRNKLR . . VALUATION . . . 12 , 990 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 11 . 00 X 12 . 5000 VALUATION 137 . 50 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 1 . 00 X 44 . 2500 POOL ELEC SYSTEM, PRIVATE 44 . 25 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 SWI"H ING POOL/SPA PLUMBING QTY UNIT CHG ITEM CHARGE ~` BASE FEE 30 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 �~ 1 . 00 X 54 . 2500 PRIVATE SWIMMING POOL 54 . 25 1 . 00 X 11 . 0000 WATER HEATER OR VENT 11 . 00 1 . 00 X 4 . 2500 GAS PIPING SYSTEM 4 . 25 Y e FEE SUP94ARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 205 . 50 . 00 205 . 50 ELECTRICAL PERMIT 79 . 25 . 00 79 . 25 SWIMiMING POOL/SPA PLUMBING 104 . 50 . 00 104 . 50 OTHER FEES PLANNING REVIEW FEE 41 . 00 . 00 41 . 00 PLAN RETENTION FEE 2 . 00 . 00 2 . 00 SEISMIC GROUP R 1 . 27 126 . 27 $587.65 BP PLAN CHECK FEE 154 . 13 Date O /06/00164 .02c-�e1Dt: 0003017 DECK 6974 *** CONTINUED ON NEXT "CAE City of Lake Elsinore Please Read and Initial: Building Safety Division 1. 1 am Licensed under the provisions of Business and Professional Code Section 7000 et seq.and my license is in full force. Past 1n cm—spiaxx S place 2. 1.as owner of the property.or my employees w/wages as their sole y compensation will do the work and the structure is not Intended or! 7 cb on the offered for sale. 3. 1.as owner of the property.am exclusively contracting with licensed You must furnish PERMIT NUMBER contractors to construct the project. and the JOB ADDRESS for each _ 4. 1 have acertlficateofconsenttoselfinsureora certificate ofWorkers respective inspection: Compensation Insurance or a certified copy thereof. Approved plans must be on job 5. 1 shall not employ any person In any manner soas tobecome subject to Workers Coompensation Laws in the performance of the work for at all times: which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification,you must forthwith comply with such pro- visions or this permit shall be deemed revoked. Code Approvals Date Inspector EL01 Temp Elec Services PLOt Soil Pipe Underground EL02 Elec Conduit Underground BP01 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLOt Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer BP05 Floor Joists h Electric-Conduit EL04 Rough Electrc-Wiri EL05 Rou h Electric-T-Bar ME01 Rough Mechanical ME02 Ducts.Ventilating PL04 Rou h Gas Pipe-Test PL 02 Roof Drains Fr amino Flashina +� BP12 Insulation BP13 Drywall Nailing BPll Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES Dep.Inspector Department Approval required prior to fhe Pool Pool Steel Rein./Forms building being released by the City Pool Pool Plumbing/Press.Test P003 Pre-Gunite for EL06 Rough Pool Electric PlanningDate Ins pec Sub List Approval Landscape P004 Pool Fencing/Access Finance P005 Pre-Plaster En ineerin P009 Final PooVSpa City of Lake Elsinore �` PERMIT r 130 South Main Street ' PERMIT NO: 00-00001205 DATE : 12/06/00 ** PAGE 2 JOB ADDRESS . . . . . 31624 SADDLE RIDGE DR DESCRIPTION OF WORK PRIVATE SWIMMING POOL/SPA FEES : (CONTINUED) TOTAL 587 . 65 . 00 587 . 65 SPECIAL NOTES & CONDITIONS GUNITE POOL & SPA 30FT OF 6 FT BLK WALL 15FT OF 4 FT BLK WALL w City of Lake Elsinore Please Read and Initial• �. Building Safety Division I. i am Wcensed under the provisions of Business and Professional- s Code Section 7000 et seq.and my license is In full force. Post-- in conspicuous pLaice 2. 1,as owner of the property,or my employees w/wages as their sole compensation will do the work and the structure is not intended or 4 on the jcb offered for sale. . 1,as owner of the property,am exclustvely contracting with licensed You must furnish PERMIT NUMBER contractors to construct the project. and the JOB ADDRESS for each �f� 4. ihaveacertiticateofconsenttoselfinsureoracertiflcateofWorkers respective Inspection: Compensation insurance or a certified copy thereof. Approved plans must be on job 5. 1 shall not employ any person In any manner so as to become subject at all times: to Workers Coompensation taws In the performance of the work for which this permit is issued. Note: If you should become subject to Workers Compensation after making this certification.you must forthwith comply with such pro- visions or this permit shall be deemed revoked. Code Approvals Date Inspector ELOI Temp Elac Services PLOT Soil Pipe Underground EL02 Elec Conduit Underground BP01 Footings SP02 Steel Reinforcement BPO3 Grout BP04 Slab Grade PL01 Underground Water Pipe SS01 Rough Septic System SW01 On Site Sewer BPOS 8PO5 Floor Joists Sheathino RoughElixtric-Conduil EL04 Rou h Electric-Wiring EL05 Rough Electric-T-Bar ME01 Rough Mechanical ME02 Ducts,Ventilating PLO4 Rough Gas P -Test PI 02 Roof Drains Framing Flashing BP12 Insulation A BP13 Drywall Nailing BP11 Lathing&Siding PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical BP99 Final Building Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES Dep.Inspector Deparir-cent Approval required prior to the Pool Pool Steel Rein./Forms building being released by the City Pool Pool Plumbing/Press.Test P003 Pre-Gunite EL06 Rough Pool Electric Date Inspector Planning Sub List Approval Landscape P004 Pool Fencing/Access Finance P005 Pre-Plaster En ineerin P009 Final Pool/Spa - — 01-18-2201 09:4acUl FROM WODDY ro_Z,_IPP5 GLN I TE TO _ I 1 M.A.Ta AM TJdSTING LM*RATORY 10851 FDIS014 CT.,RANCHO CUC"ONGA, CA 91730: 909-989-1751 :FAX 909-989-428; 1 ' kmiry 8,2001 4 ti 1 I William L: C'arr 1592 Radv�ood Way j UPIMd,CA 91786 i I Isul ea kATERIAIS TM RFPDXT Material Testing SeMow-Open File 1998 i Geadem= � y The reruns of compression tests performed on test cvimders made fivm` unite supplied to file subject I project on:12/15/20M are s1m d below. Tests were performed undef' t31e responsible charge of a Registcved,Civ1 Rtg�Zm in aecaance to AS TM Standard Test Mediod C3.9. i TUT C` iJII7DER INFORMATION i Gmite C.oi6actar: I.C.GUlrM St=g@h,(psi): 2000 I (:hw&e Supplier. J.C. GUNrM Trip Ti It# 1\Tli I CyRadas Molded By. CL1-TT Guaite T -atrae,ff):;A7ll[ --P&M Deiga#:Na Sly rues): N11 j Ply Latatioa: PME-31624 SADDLE RIDGE PL,LAKF-ELSJNTORB j TEST R SMTS Field Labammy Tested Cylinder Surface Test Compressive Specim= Cyliadcr Tested Age DizmAea Area Load S Matte Number Dste (days) and Lecob (sq.m) i(gaunds) (psi) 14 010104004 1f5h001 21 6°X12" 28274 :86,400 3060 ' I � I � sabmiftid, Ed. d I Labarato Lpa�a y D RMA Job No:98-282-01 TOTAL P-05 JPN 18 '01 09:45 1+ 909 625 2478 PAGE.05 - - � •4r CityoLa* keEl i snore f ' 130 South Main Street APPLICATION FOR -) APPLICATION NO. BUILDING PERMIT 0- �2 cl�- APPLICATION RECEIVED DATE j 7—6 —OJ VALUATION CALCULATIONS AP E By --� 1 st FLOOR SF BunlxNc�x�sC S l I`/C 2nd FLOOR SF TRACi BEOCK/PAGE ( LOTIPARCEL 3rd FLOOR SF GARAGE SF NAA E '7 I / STORAGE SF Z DECK&BALCONIES SF o ADDRESS CITY "I ATEC//21P OTHER ,S �A y��- o _SF I hereby affirm that I am licensed under provisions of Chapter 9(commencing with Section Tt�1 of Division 3 of the Business and Professions Code.ond'my license is in lull Lorca and effe(t. GRAD NG CUT CY �—I FILL CY LICENSE♦ '�� CITY BUSINESS D( //^///J = ANDCTASs TAX t / (,(// L(/ VALUATION: 0n�1 FEES M.ItwG.3�/�`?E� ADDRESS BUILDING PERMIT S Y STA •rIP PHONE DATE ?. PLAN CHECK ADDITIONAL PLAN CHECK o " xE ' LICENSE I 7 .Z+ ING ` GRADING PLAN CHECK U ADoarss ,CC[�G 1Y,,oz 6V I < Clir S Er21P PHONE 4 v J rr.-REPAIR OCC GRP./ CONST. DIVISION: TYPE: MICROFILM `ADDITION C::OVE NUMBER OF NUMBER OF ALTERATION ['DEMOLISH STORIES: BEDROOMS: COPIES OTHER ZONE: SINGLE FAMILY units HAZARD AREA? YES N IMPRO FEES 0 SCHOOL FEES 0 E:APARTMENTS units ZCONDOMINIU:MS units SPRINKLERS REQUIRED? YES N =TO.YNHOMES units PROPOSED USE OF BUILDING: _CQ%A .ERCIAL INDUSTRIAL PAID PRESENT USE OF BUILDING: DATE 108 DESCRIPTION O 1 certify that,love read this application end state that the / above information is correct.1 agree to comply with all city f FLAZ I.lJ D and county ordinances and state lows relating to building construction, and hereby authorize representatives of this ! i-I I 1 l ' t city to enter upon the obove-mentioned property for inspec- Signoture of Applicant or Agent Doi AGENT FOR 49 CONTRACTOR ❑ OWNER AGENT'S NAME AGENT'S ADDRESS1`i S� K1 �17Q��13J STREET CITY STATE ZIP REV.DATE 11 7-90 City . of Lake Elsinore 130 South Main Street APPLICATION NO. APPLICATION ATION FOR ELECTRICAL APPLICATION RECEIVED PLUMBING PERMIT DATE MECHANICAL AP; By 0 1 certify that I have read this application and stale that the SURDING AooRE:� / / ` a� above information is correct. 1 agree to comply with oil city , G and county ordinances and state laws reloling to building I BLOCK PAGE LOT,PARCEL construction. and hereby authorize representatives of this city to enter upon the above-mentioned property for inspec- 140 CI r S1AIE/ZIP � �-e� ` vof Applicant or Agent ate 1 hereby alfamthat 1 am licensed under pro—ons of Chapter 9)commencing with Secuan 7003)at 0--an 3 a he Business and Prolessions Code,and my license is in full lotce AGENT FOR XCONTRACTOR a OWNER _ IKENSfnd effect. L. 5 3 S IAX CITYBUSINESS +`. ANO CLASS O uA_�tE AGEN ,§NAME AGENT'S ADDRESS ADDRESS �) c 7Ct� SL,��lS► / C1Tr St ZIP PHONE STREET CITY STATE ZIP /ft 1 C DA1E BUILDING PERMIT NO. ELECTRICAL Ouon PLUMBI" Ovan MECHANICAL Ouon New Residential Multi Family Fixture or Trap Furnace up to 100,000 BTU's New Residential Single Family Building Sewer Furnace Over 100,000 BTU's Private Swimming Pools Rain Water Sys per Drain Floor Furnace/Vent Switches/1st 20 Private Septic System Unit Heater/Wall Heater Switches/Over 20 %Voter Heater,,Vent Install/Relocate/Replace Vent Recpt,Outlet/1st 20 Gas Piping System 1-4 Outlets Ventilating Fan Recpt.Outlet/Over 20 Gas Piping 5 or More Outlets Exhoust Hood Lighting Fixtures/1st 20 Dishwasher Fireplace Res.Fixed Appliance/Outlet Solar Tank Commercial Incinerator Non-Res.Appliance/Outlet Solar Collector per Panel Air Hondler► )O,000 CFM 100-200Amp Service-4 600V Grease Trap/(Interceptor) Air Handler-4 10.000CFM 200.10DOAmp Service-4 600V Install.Alter or Repair System Fire Dampers Service Over 1000 Amp or 600V town Sprinkler System Registers Misc Apparatus.Conduits.ETC Bockllow Device Smaller than 2" Boiler/Compressor to 3 H.P. Signs Bockllow Device Larger than 2" Boiler/Compressor 3-15 H.P. Sign Branch Circuit Floor Drain Boiler/Compressor 15.30 H.P. Busways/EA 1001t Floor Sink Boiler/Compressor 30.50 H.P. Temporary Power Service I Water Service Boiler/Compressor► 50 H.P. Temp.Power Distribution Sys. Alter or Repair Drain or Vent Repair/Alter Misc.f'VAC Equip. MOTORS/TRANSFORMERS Fire Sprinklers per Building Motors up to 1 H.P. SWIMMING POOL Motors/Transformers 1.10 H-P. Swimming Pool r Public Motors/Transformers 10-50 H.P. Swimming Pool/Private Motors/Transformers 50.100 H.P. Water Heater/Vent Motors/Transformers► 100 N.P. Replace Piping Replace Filter Misc.Replace Gas Piping REV DAZE 11 1.90 v 31624 SADDLE RIDGE DR 00-00001205 1 OF 1 ' C\All Cily of slake Elsinore IPET 130 South Main Street PERMIT NO: 00-00001205 DATE: 12/06/00 JOB ADDRESS 31624 SADDLE RIDGE DR DESCRIPTION OF WORK PRIVATE SWIMMING POOL/SPA OWNER CONTRACTOR LMD TUSCANY SUIq AQUA POOLS 31128 EMPEROR DR. CANYON LAKE CA 92587 909-244-7427 LIC EXP 0/00/00 A.P.# . . . . . 363-301-022 2 SQUARE FOOTAGE 0 OCCUPANCY GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR . VALUATION . . . 12,990 ZONE . . . . . . R-1 BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 .00 11 .00 X 12 .5000 VALUATION 137.50 1..00 X 5.0000 PROFESSIONAL DEV FEE 5.00 ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 1..00 X 44 .2500 POOL ELEC SYSTEM,PRIVATE 44 .25 1.00 X 5 .0000 PROFESSIONAL DEV FEE 5 .00 SWIMMING POOL/SPA PLUMBING s QTY UNIT CHG ITEM CHARGE BASE FEE 30.00 1.00 X 5.0000 PROFESSIONAL, DEV FEE 5.00 1.00 X 54 .2500 PRIVATE SWIMMING POOL 54 .25 1.00 X 11 .0000 WATER HEATER OR VENT 1i .00 1 .00 X 4 .2500 GAS PIPING SYSTEM 4 .25 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 205.50 .00 205. 50 ELECTRICAL PERMIT 79.25 .00 79.25 SWIMMING POOL/SPA PLUMBING 104 .50 .00 104 .50 OTHER FEES PLANNING REVIEW FEE 41.00 .00 41 .00 PLAN RETENTION FEE 2 .00 .00 2 .00 SEISMIC GROUP R 1 .27 1 4 .27 $587.65 BP PLAN CHECK FEE 154 . 1.3 atee3lw/06/0, 4 •"ipt: �3017 *** CONTINUED ON NEXT °SWIM arr�rrr ■arriri ■�rwr�rrra�■ers�r�w��r�rrr•.�r� City of Lake Elsinore Building Safety Division Please Read and InIu41: 1. I am Licensed undr_r the provisions of Business and Pn k"iwral 1n 0Cr'EPi0xxz � Code section 7000 et orq.one my ticerree Is in NO force. P 2.1.as owner oraw property.or my employees w/wW�as thdr sole on the �n rw.V do ILK w�and the male ure not Intended on jeab oife ed for sak YCKJnz!furnish PERMIT NUMBER 3.I.a3ownerofdwproWrty.amezduslvekcontncU%wUhUemsM and the JOB ADDRESS for each contractors to consinwt the project. 4.1 have a certih"le of consent to settlnsure or a certWmle of Wcrkem respective inspection: + thenW Approved plans must be on job S �ane]�ran person ocertany copy rsoas pby any person br any manna so as to become subJrct at all times: to Workers Cnompensation lwws in the perkw.mince,or the work for whldr this permit Is Issued. Not& lfyau timid become subject to Workers Compermtlon alter rem"this oerURci an,you muY forthwith comply with audr Pro. visions or this permis shalt be deemed revoked. CodsAWowWs Date r ELOt T Else Services PLC1 Soil pips Under0round EL02 E!x Conduit Urdw2ro,xrq 8P01 F 8P02 star!F[mbm nrent 8Pt13 Grout 8PO4 Siab Grade PL01 Underground Water P' SS01 Rough Sapk Sv" $WOI On&tc Sewer FkKW Shgur EL04 flotch ctK-Winto E1.05 n[lectpc-T-Ber _ MEOI Mechareca! _ ME02 Ducts.venulapn,0 IAIMSIAY :asNnn — to '-Ln— a- BPt3 t K99 Frees pjwnbm _ EL99 Feral Ekctraxl - — ME09 Gird Meerrsrrvca! 8P99 Fral Sw ---- Pool 8 SpP MpovWs Date Inspector _. OTHER DEPARTMENT RELEASES PG01 Pool S�n/Foms t)[Verknent Appr-al required pm ID the POOL pool Plumb, eu.Teat dt"dr5 ber'8 reieaced by Or City P009 P'e-Gurnte ELG6 Rough pc W E;ectns ~ Date !n for Sub L¢t�Ovsi — Piano P004 Pool Fevre, Neeess t'0o5 Plaster F' PO09 F,rral PooVS r E ineeri IL C 1 of Lake Eli ore PERMT IV South Main Sit PERMIT NO: 00-00001205 DATE: 12/06/00 JOB ADDRESS • . : 31624 SADDLE RIDGE DR ** PAGE 2 DESCRIPTION OF WORK . : PRIVATE SWIMING POOL/SPA FEES: (CONTINUED) TOTAL 587.65 .00 587.65 _SPECIAL NOTES & CONDITIONS GUN?-TE POOL & SPA 30FT OF 6 FT BLK WALL 15FT OF 4 FT BLK WALL D�. City of Lake Elsinore Please Read and InivaL- ' Building Safety Division ` 1. 1 am Lsaenard under the provisions of Business an Proksslaoal PQS't 1Taconspicuous�l��.�, / 2 o aslvwtkmv 000 et seq.and my license is In full fare. place ce property.or my employees w/wages as their sole compensation will do the work and the structure is not Intended or� on the job WL-red for sale. 1,y errv►rero(the property.am a xcluslvey contractingwith uenrsed You rnust fumish PERMIT NUMBER eontmctor,to rnn,tuct the project. and the JOB ADDRESS for oath a.I have attrtiflcateofconsenttoselQnsurro acertiflcateofWorkers respective inspection: Compensation insurance or a cemned copy thereof. Approved plans rtKert be On job o W�kers oompptnactloy ionLawss in Inthe riner so p as to ohf tthe�wrk subjea at all times: for which this permit to Iseurd. —� Norr Ifyou should becom subimt to Wurtrers Compensation after making this aertlikstion.you moat frxthwtth comply with such pro- visions or We permit%hall be deemed revoked. Code wars Date ELOI Temp Else Services PLO! Sol Pipe Underground EL02 Elec C;orvjuit Under .d INO0I Footingst k B1302 sloe!Remberement BP03 G-out BP04 Slab Grace PLOT Underground Water Pia _ SSOI Ro stem SWOI On Soe Saww HM FLOC P.ou h Eloctnc-Win _ ~ EL05 Ro h Electric-T-B4r ME01 Rouch Vechmnea! MEO<" Duas VenNsixy FILD4 Rough Gas Pi S t h n SP13 aywan Nee .�. BPI I tANna b SItmnq— PL99 FNMI Rumbrng EL99 Final Eteancai ME99 Final Me`narwcej BP99 Feral BOHIn C0de POLO•Soa Amovois Dole hV*C a OTHER DEPARTMENT RELEASES in DeparMlent Approval rcy wed prig b the POOI Pool Sash Ra+n.rFormis binding tieing rektawd by ft�q P00: Pool Plume Prsas Test P003 Pre-Cwmle EL OS Rough Pool Elect x Q• Da!e M for Plenrnp Sub L�sf A w,i P004 Pool F"VAeass 'Und$m -- Pe FinalPooVS if n,npitleoirlO TF "HO�o,wr 21.0° 2141 -SLO" st-V 4f-d 41.9' 51.0 S►4u +" . "T FrPi.I•TICK 11.011 -11.00 .11.0° 11.01 .11.01 11.0A 11.011 11.Oa "W.'F`e,. 11.411 11'60 1 11.gn 11.10° 21.2++ 21.6y 2,1. Sid' 11F,4 245-% 27b 1 306 %S 429 d60 410 X 0.325 0325 0325 0.325 0.325 0.325 0.32y 0.325 Wig 43 43 43 � �r3 �43 43 <.5 4.3 t1R 21.61t 2t.g;; 3i.a 3141r /rjr,n 41.gu 51-01 51.4u a .7q. 1t-0i1 I1.09 Ir.pt` 1'•o" 11.01 11.01' 11.0�1 1°•()11 l�1! pWc?& 11.43 11.611 11.9j1 V-10e 2t.�t 2t.6r 2t.$n .31.0:1 Sr-14 - 0.161T 0 s3 0.5 F'• 4•S3 I Ibfr 133s'' I.6b7 SW 550 910 '90-Z S92 109S 1291 1392 1516 uz O.TM 143.5 Wl 4138 592 896 1304 1545 IS13 37�-9 527 ']S2 1003 1542 2225 2610 S277 X •32 •33 d•4 0.47 0.59 0.71 0•76 0.96 r e. -•34 -4.2•- 0.43 0.44 0.4S. O :;4 0.57 0.54 _.._ F P/A 413 473 4-91 4S7 •503 51b 522 goy T- -3 M/5 639 196 742 "709 6'76- 665 669 544 �K 5?f 1052 IZZA 1223 D015 1175 11 2;1 11'21 1049 3- ' 151'0"O.c.OF, 5P- -226 -323 -261 -221 -175 -149 -14 -39 1NEFP ��INT @ 5 FS. 1.92 1.66 1.70 1.72 1•72 1-7 t•6S 1.19 � 41-0A 0-r- _ u� 3'd� GO�J�L. .Iae... 2S9- S44 403 538 (,91 �?4 B6(. _ . . 'PPS wfF►tr -- �. t'z!c2lcN= 220. 284 321 357 43S 516 557 601, A utiel •iIO0 :100 4100 +100 •+IUD +261 -+Uj +261 ; :• Z KEY 1tirAl! Y� `r�A. Yts Y►s Y� Y�� YEy 7 cs N - STak Mcm 57.33� 136 Iq3 26-5' 459 72S 896 10S7 1i "Ai1 g3e3fi1-~3C 32' �3a32r3k24" �'3CIb" �kLib'�=4Q46'ietb" ��p _ 1 z 63.Q .tt-3181�Q=3i8 M2-115 Wz4.72 42=631 Mf?•-1161 1d2=IIE?_t'217Y� - -Slc7�Wr'.FN 1tgl' No°a'+ Q t w'1 D71 f of Pry,. - I = OVF R' Ott 3cs 3e�' !9 2121` BAR E-- 7A TPP N2.340 M2•k72 az Lwot F ±. 57--33 t� 13 728 89b 1085 UPOUR 2r m3C ' 15 rT C C�Z.AociS1AN1Np W rTa.5 i-A'iz?AL SO;l. 5 EA;2�N. 0 Tor • SECT 30o P.S-F. X (I rT.)2/2, = ir,,o - e IZi1 pEp- 5C-4E i UU, X 1.5*2/Z = 22S Df,1!�IEN510NS �c]NFOW L Soo RS.F A FS = _ k�'Y e6i.pn WALL �'14 x 2x I-s =21•gt1..1-1 21 p+► 11.4,11 �4 a 3211o.C. 9` 21.gn 11.6" A 4• e $2j'O.C. 30��at $1.011 I1'$" �i 4•�@ 32uo�. d � 12,1 -� 31.411 I' 10' =4 C 9�-°0.c 41.011 21.2i1 4 Q 1611 o.c. 3(•�2�- �J�4�i��--� '�� C 1� 41.git • _21.�,n +��-G'' 16r1oL.- 5 cd1 21 g►` 15 16J10.c . c", THIS NUP1.'Ea I�C:CQ!,1PtiNY ALL INSPH-JIONAI. REQUESTS CITY I • JA N-to-mc F-t�nrr:As rb Tldn • /• 1. GfNERN_T A. CONTRACTOR TD VEgiFY CONOIT,:N,J` OIe1EN51 nHORI'Y S'�, 'OMCR1prop- AND REPORT O15C""IA :£S TO TNQ ENGINEER, OW. •:e•.• Y• 1` vr O. ALL WORK-nLL CON`LY WITH T1;L.WlfrA"BUILDING -'T. 1 CODE AND ALL GTHER LOCAL CODES r.�O OROINAy CES. ' r e p�C- t 1'-� 4/-L�• �vl C-_ 2. c2t Trl A. ALL CGNCRETE SMALL CEVELCP A n:k7,1U"COMPRESSIVE R11rn�r/� ry/�/�/� ASTRENGTH OF 2000 P.S.I. AT 24 C[VS. - • CALL FOR CJILO:IiG OEPAAinENT SNKiPECT 1lIN►AJOR TD POURING A.\Y CONCRETE On OHDUT. A. E95 Ag SMALL BE TYPE S. 1 PART P-.71TLNt3 17EIENT• 10 112 PART L1rE ►UTTr 70 2 O\2►ARTS SAID 57 CAMP DOME VOLt--P TO SUtI CF CEr{:1r a\7 LIrE USED. �) c B. UP OUT SHALL BE C4"PO_ED BY VOLL E. OF RF PanT • BI+ � e JF� C!'��h11 PORTL&N:l CErENT OND THREE P%RIS�t;\D Tr WHICH t'..Y cJ--+ V V 8E ADZCD NO: r.OAE THAW 1%10 PAR: LlNC. 1 _ SUFFICIENT WATER SHALL BE nDG1ED 70►nO3iXE A COG[51 StCNCv FOR PDLniNG HI Tmour ZXGREGATICN CF • "aM V�'C-T `f ?�SNU�l2 ��-cG A��Jj�,4 CONSTI TUENTS CF INC GRCUT. GiiO.:T M11T Cf7:tA1N AN • . yam t/ M.�(� 2 O ADOITIOx OF PEA GRAVEL EOUAL TO Kra-MOAE THCV TWO T' /3 V✓�l� �'C' P?ItT$ BY VI.t U-F OF CErENT LMEA. W.1TEq CONTENT SHALL OE CO"'ROLLFO :0 PAQVIrC A7ECJA1E FLU1:lTY i~� _ [� T� �J __}T• j•�/}� '7 •�'1 FOR PLACEMENT WITHOUT SEGREGATtrm OF TIZ Tt �/Y t11/ i 7�I�.GITI: 1 S'��I 4• r.�1 V CM'STITLKMTS. A,'*51�Ll- REr1D TNGiUmLv. GROUI P5I G 1 � A ■ - ND aC�11 TtTES rAr LC USED avD OF ME WB94 WALL LcICLiT. 15 1' P ASTIC IC CE[E1tixT IS USED. No' MORE 1HfN 1\JO PART II , OVER 14 -0+ M + A•1 .. BY VOLUME C: CEPQNT A7 WE USED u1TN►ORTL3 . I I CErENT W1EN APPROVED BY TIE CNG:w•EEA. - • � D. C.nScx+IY ir1.L?1 SHALL RE GRADE N C:)LDgnlwlG 70 THE ' _ I : A,S.T•M. OCS:ie:4T1ON C-70 F.\D lw &2DII:DV. 71E -- �\O�_F1� : ASNOCIY CONTROL SIANDaeC5 OF TeQ CONCRETE raSO"Ay Ill !r A;A`-1 IAT CON, .i � 3• rA-iC-aiY CON`+:nUCTSC4 I \ I 2 `U-FT/rT-Ot A.-tL t A. ha'"IAY .,.uLL BE CCNSTRUCTED 1N=04 A r"-.En 1 I i- lv am.. T<NT ALL ELV<NTS OF INC A S7. m%5Ga1Y ACT TOG'ETGER rucTU+IAL AS ELEKWT. '• S. LATER CONTENT SMALL BE CONTnOLI£:I TO rROVIDE • ./ Gt ADfOUATE FLUIDITY FOR PLACEMENT IlmDuT ' G f� F� _ EOSECATION OF THE CU-STITUENTS '• � : .. A j✓fQ I�l .•_ ..... ........_.. - OR 10 GROUTING. RVER.ORCEr^Ei F EtE Tf�IA:LPR: � HIKED 6E ACCURATELY HELD IN rOSITION. _ O� C. IICTWErN GNUUj PUUnS. A MWIIONir.L.COM.•M.CTION -- _ JOINT S••ALW Be FIJHMCD DY STOPPlk'=ALL WTTMES AT M ! THE S&.E ELEVATION ANO ut111 THIZ OAIOUT 5i0P71NG A ! hi N]MIPt OF 1 }r2 INCHES OCLCW A-.QitrJt JOINT. EXCEPT AT TOP OF WALL. W.CAE BOn71 DCAGS OCCUI- itiT .! Si OP GROUT POUR A r.I Nl ni}�OF 1/2 1NCH DEL(.THE .. \� TOP Of THE MASONRY. . ... _ .. _. _-....._ ....-. ..... D. O CANCU:G APE RECU,REO FUR ALL O+701tT POURS CL4R 3 iWET IN AV HEIGHT O SW-LL BE PAR„DED IN THE • •• _ 2:TT0.7 CCUnSE AT EVERY VERTICAL VAR BUT SHALL IqT - i BE SPACED r-ME THAH •^•2' ON CENTfAL TiEY HALL 8E i SEALED AFTER INSPECTION AND BEFORE GnOUTJND. C. GROUT SHALL_OE CO.SDLIDATED Or 1,EM,,41CAL j VIDnnT10L'CvRI-S rLFLINU CCF(j;E L.USS Of ` CONIC. t J�+�. ` PLASTICITY IN A rA—ER 70 FILL 7-7;AOJT SPACE. GROUT rDW15 GgCATCR 1IW N )2 iNJt i.✓..-.:L BE RE:WtwL 1DATED BY rECH ,ICAL V1:•FY11CN TO t�� MIN:MI2E VOIDS DUE 10 Wn7rR LOS:_ C/1'JVT POURS 22 KEY,SFE CLj"y�[^T•TI 11 F- - INCHES ON LESS DD HEtGNi SIULI ICE'f+EL'wullr/><LY , j�.+t ►.4. r�++F V V 1-G JMC-CS VIBRATED. OH PUDDLE*. El r. FILL ALL CELLS SOLI]. G. IT WORKANSGi1P SMALL LE PER C.M.A. SMCIFICATIONS - sr'-I�Ut� ROFESS/ 9 SEC F 1 EE`-LU-�k ,•. 6. 7. Ar SN. DRINi I�F yAILS NA. CO NOT BACKr1LL BEHIND WALL U+T:L TEN DAIS AF:EA GROUTING. NACKF ILL UI7H F11EE DAAlw1w,nATERIAL Q�4 \PQQ `. C AND CCMPACT. 91�II//�1 ��.A, t� n L BE DEFOH.'IEO Begs CCNfOR�7r�:TO A.S.i.n.N DETAIL, r3 ~ /=J /G�` �A ?� DES:GNaitllN A - /13 GRADE 40. • l I+ '•wJ L' S, 84.1�AP BARS A nI NInUn JF 30 ElmDIA. At ALL SPLICES. C10183 fsl A. Wk 1=COMPACT i:ANSY LOAr.0R negulUi CLAY. 1 G ,,,/I G.�-•� �.I NET VESIG.V SOIL PRESSURE TO Be ID•00 P.S.F. UNLESS NOTED OTI.CAWI3E. "ay BAR (IN.) A -� Exp. 12-31-2000 � O. Auw1oE PUSIrt•'f, ORAINa'vE OF Wb^eel At iOP of 5 W WALL. Not' B�g 11 N0 Q- . ! A CIVIL _ ` I O��d�-0� PLANSVOIDWITHOUT a 11A13 \'s\ IN"SEG;�A7URE ZOn �r BERNARD C.ADAMS tl 25 �2A Ml[ti01•r:r_RG1CtC2 cr. £StOI`J m� 11=2 steel$pt-r.ev::e a --L,G CO- r� 1.', �' IG• �I tuCan sGon,ce 9:6<D y �L a 10 �r G 72 SIC 1 G� s nfr :::v.IL:ss (11<IO2c•0204 ?� �pb �.pT. -AZ s2� i I JO bo.n3rd C.Od3ms 0 engineerslot r j Al 733 Q�G Ae'C T•A�`C� \ to Q� In Zm 1 2004 �[ FL A P1-18-2001 09Z42AM FROM WODDY DOUGLAS GUNITE TO 9-96742392 P.04 SPECIAL INSPECTOR'S REPORT ,y,_� t A PION: BUILDING INSPECTION DIVISION Special Inspection as required b}• Section 305 of the Uniform BuIlding Code. Omer �i:7—f� �D ,.. ssilding termit No.cj-{2c)tj Jdb Address11�4 cJA t7 p L atrC � l7R ;_.,4�l%� ,5 iGetieral. Contractor ✓ Subcont,ractor (if wnjrk inspected is by a subc*,,tractorp This report covers wort. completed wring the week endin��fp ; �C i r Type of work inspected wastet !f!f Type, i.e., masonry, reinforced c:cyncrete. xe3ding: iption of work and location of same with (&R1 in structure 3 ij- APA i cawmw ON TEiE FOIdd11-M ITEMS: workmanship l� i tion Genetal conduct of job 1�7RKIoN Tiff ABOVE PEASE OF THE JAB HAS BEEN SATISFAMMILY CMVE -Ep AS SIB ON APPROVED P N1S AND VEc2'F aMOM, AND IN ACCORD WITH THE R9WrRDMg OF TFM U.B.C. Date Special Ins I Per ; I.C.B.O. I wimr I - • JAN 18 101 09145 1+ 909 625 2478 PAGE.04 01-16-20W1 E19:43RM FROM WODDY DOUGLAS UUNITE TO 9-?674e392 P.O: v -MA' S 4rm I•ABRATQBY 10+8S1EMON Cr "ZCH0 CU AldOMGA,CA 91730:909-96 1731 ?PAX 909-90-42 j )=MY 2001 , i592 Udwood Way U&4 C.k 91786 i i t « MATERLUS rur MORT MdetW Teaiog SOMM-4pm File 098 0 1 I f 1=16 Of OMPUSjOn tc ti Peeom ed m tm eyli,&, Me& fiM sowed W �C Oft W5120M s�od below. Cft W=pp�md�oQ die �� CiQ i wcotdAuae to ASIM Stmd&d Tta Ma"C39. tapet>�bIG of a ' 'CVlXWnL MRMA-noN MaeIC.GuNrTE Tv SPOdWs 2WO G�ylrta�cirs ! lsDl # NRBy Cl �To : rVI —. ) ! Pb cmmW IZCBdm PRtt`D$-31624 SA,IDDLE 1 D(M PL.,LA IM ELSAT3 ! i Pi 1c,�,'� T "f�� Ta�ocdTaws Test C ` Ana Load Mad*g -X=ber Dade (days) mad L g& (sq.m-) 4 010104004 11SM01 21 6"XI2" 28.274 '86,400 3060 PA Lyon Libmtoy Dk emr = PWA Job No:98-292-0j TOTAL F.05 JAN 19 '01 09:45 1+ 909 625 2478 PAr,E.05 City of Lake Elsinore A ' 130 South Main Street APPLICATION FORAPPLICAVOR NO. Y BUIELBING PERMIT 0- APPLICATION RECEIVED DATE j[ 6 - VALUATION CALCULATIONS AP a. 7— T z �_U'7 Z _ Z Br '�/ ist FLOOR SF �, � .. ^ .7/� F �iE 2nd FLOOR SF TILKC: ltOClc SAGE �``— MY FAKIL 3rd FLOOR __SF ----Y--� . GARAGE SF HAW ; �. i i; �' L 7 Aao STORAGE SF = ""'E° • DECK d,BALCONIES SF o 4Ex'� CIT 1, U."'Z,► OTHE �i�J �1-2s 30 VOLSF t M.eiy W:r..,rM,1 e,n raMsN veer P,r_n el Chee:e,t trc�+ae,x•r,y_-k Sec••en GRADING CUT CY =1.or C—.T,e.,7 at th.tlw+m Folessro,n Cade o d rr,yr kK *a r,NA/are .r.+e.11«, [ICEMf s -7 CITY/US.0'SS f , FILLCY = A,ronwss�`l 7a ,�314 _ TAX IF VALUATION: 0 (1L'L�r�TAr/iClrZj'•/�l/:�l�f;�*•��Gc/S FEES wAltwL wCWJls, / Tt C - BUILDiNG PERM!T $ 'ri:� u� /C��% z�C COv:4yr;e�SrGv:.TVaE G�*E - PLAN CHECK - i' ADDITIONAL PLAN CHECK ___ _ �"E d E� )C/491- rT — �)/V�O �• .Y+ M.A41.YCi GRADING PLAN CHECK Aoa.Ess ' t'�lt, < C12 O n� •/_`��/ . ,e� p' 2V iI!petE Cr Gl--REPAIR L(�O'CCGGRRP/..' CONST. DIVISION: _ TYPE: _ MICROFILM _ADDITION ..MOVE NI)MBER OF NUMBER OF __ALTERATION _.DFASOLISH SrGPIF'- CEDROOIAS: COPIES — .OTHER _ ZONE SINGLEFAMIL' un•ts HAZAROAREA9 YES N IMPRO FEES Q SCHOOL FEES CI --'APARTMENTS un'ts t— CONDOa!INIUMS unos I SPRINKLERSREOUIRED% YES NO TOWNHOM-t5 un•Is PROPOSED USE OF EU:;DING: ' _XO MERCIAL :.INDUSTRIA_ PRESENT USE OF BUILDING PAID ` DATE )OE DESCRIPTION �n f7 I certify that 4eve rood I`tis application c nd stole Ihol thr• obeve information is correct.I agree to comply wah all coy and county ordinances and stole laws reloting to budding '--�'-- construction, and hereby authorize rlrpresantatives of this city to enter upsn the ebo+e•mentioned property for inspec- tion purposes. Slgno ure of Applicant or Agent Dal AGENTFOR *CONTRACTOR C OWNER AGENT'SNAME �11/li�••y,��i$S1 ___ _ -- _ _ �;��` N AGENT'S ADDRESS ■�= '�51_lLitk_t�.�� 3L� STREET CITY STATE ZIP nry T:AIE111" City of Lake Elsinore T130 South Main Street APPLICATION NO. APPL ATION FOR ELECTRICAL DATE APPLICATION RECEIVED PLUMBING PERMIT _ DATE MECHANICAL kAP8 By C I certily that I have read this appitcation a^d state that theDWC AorrPEsabove information is correct-I agree le comF*.y with all city1and county ordinances and state laws relating to building efOC.MG( 10T PAttCEt construction. and hereby cuthorise rep:esertouves of this AAyy city to enter upon the above-mentioned property for:nspe-c• rl L,r� A, ,ion purpmos_ 1-L i (Ja! �C�TJ- C�J� � . .JCJ TAtE 29P Signo!ure of App!icont or Agent e ( -� `OWI d O---3 c4 i-'e 11-1 ss—d r,.Ic— s Code 10 AGENT FC2 ONTRACTOR OWNER City Bus"viss .1. O riAvf U_ �t AGEI`4,§-NAME J±14 / -- /tiLl�. ��C?/C/bIS &Ll LL _ A�sxr:G AGENT'S ADDRESS--/ l�<! C? P cr=r SIREET CITY STATE ZIP r su ar rtror/F CO\' 7A1( BUILDING PERMIT NO. _ EUCTRICA: Qunn PI UM311 Quon MECHANICAL Qucn New Residential Multi Fom:ly Fixture or Trap Furnace up to 100.0r1r)BTU's `Now Residential S:ngle Family a Building Sewer Furnace Over 100.0D0 BTU's ?rivzle Swtmt Ti.i Po-JIS Rain Water Sys per Drain Floor Furnace/Vent Switches/IS12C Private Septic System Unis Heater•Wall Heater Switches/Over 20 Water Healer. Vent Instoli. Relocate'Replace Vent Recpt.Outlet%Isf 20 Gas Piping Syslern 1-e Outlets Ventilohng Fon Recpi.Mtiet/Over 20 Gas Pang 5 0.More Outlets - E.housi Hood Fighting Fiviures.r 1st 20 0ishr o-.her Fireploce Res.Fixed Appliance/Oudrt Soler Tank. —�--- Cominerc,cl Incinerator Newt-Res.Appliance:Outlet "'or Collector prr Panel Air Hordler► 10.000 CFM I OD-200 Amp Service-4 6WV GrecseFrap ,Ir.re:captor',- Air Handler yf0.0000M.. 200.1000Amp Service-4 61MV Install.AI!er or Repair System -- _ fire Dampers Service Over 1000 Amp or 600V Lawn Sprinkle:Srste n Regr%Iars Mist Apparatus.Conduits,ETC flockflr»v Device Smaller rhon 7 Boiler Compressor ro 3 H.P. Sion% T BocF 0cty 0e,ce lcrger than 7- Bnder -Compress.) 3.15 H.P. Sign Branch Circuit Floor Drain Bailor Compressor 15-30 H P. Buswoys/EA 100If —� f!oor Sin'. Y~- — Bodcr Compressor 30.50 H.P Temporary Power Service Water Ser a(e —�— ---J — Soler Compressor► 50 H P. Temp.Power Distribution Sys. Altvr or Repou Dtom or Vent i Repue Mier Misc.VVAC Equip. MOTORS r TRANSFOP&IIR; Fire Sprinklers per Bvilding --- Motors t.p to I H.P. -- SWIMMING POOL �-- Mators/Troaslarmars t•19 H.P. Si+imrnina Pao! Pvbb( M.ofors/Transformers 10.50 H.P. Swimming Pao..PrivnTe Motors/Transformers 50.100 H.F _ Wafer Heotot Vent Hants/Transformers► 100 H.P. — --- Replore Piping Nise.Reptare Go%Piping tlry pATr 11 150 TF • � ?f/A7NlNIG VALLS - Crw-in • Mrs- MR(XfrON t / , �s1 4 1 1 I. tt I a ► 'INR'i�iEl�i;iT 210 2 O' A. CONTRACTOR/ /• A. TO VERIFY CONDITIONS :a40 DIMENSIONS w 1� /►/•��('''1' /PTO AND REPORT DISCREPANCIES TO THE ENGINEER. II�:rS!/• ��I II.OIt It.oll It otl �1.0' I!•O� II.OM II.OII II,OIt ,• HOR17--S •COMA: I<,J 1' B. ALL WORK SHALL CO'+I'LY WITH THE U` !FORM BUILDING r 11•, 1 CODE ACID ALL OTHER LOCAL CODES c.-D ORDINANCES. t1 `' 2. CONCRETE, Il 1. r�� . 11.w11 II./.It 11•lafl 1I,loll nl,.l t! 21.bY 21•$f 21 r.11 Iv- �,►� �,� L� /v.b VC Svl�- 1 A. ALL CONCRETE 5HALL DEVELOP A n:k=MUM COMPRESSIVE L{ O 1 h L _7 CJ �I♦.�ItI11 STRENGTH OF 2000 P.S.I. AT 24 CTYS. j'ISPECTIONSi Lr /j' [��I . • ^OOO ��•I' A. CALL FOR BUILDING DEPARTMENT II,Gi-VECTION PRIOR TO 276 S06 y�PJ 429 -460 �-8O Ir (J S/\/f'f (� 2- POURING ANY CONCRETE On GROUT. ,,tX a•325 425 43 5 435 �, 5 0.325 0-2S O.325 )`IL-L SLID •. A. MORTAR 1'`/ 43 �-''3 �� L 71 A.�Y. gT to SHALL HE TYPE S, 1 PART PC7\2 P R CEMENT, D ) 1\4 to 1\2 PagT LIME PUTTY TO 2 2\2 PARTS SAND BY J DAMP LOOSE VOLUmF- TO SLVI OF CEME-UT AND LIME USED. �n 21 011 rl l.gil 31.a 31�n fJ�tl �I.gll �I.O� �1 Ap I B. GROUT SHALL BE COMPOSED By VOLLr F-. OF ONE PART R L _ "C _ PORTLAND CEMENT AND THREE PARTS SAND TO WHICH MAY 1 - ' II t- (<- 1. t1 t, d 1 II roll N . llgtt R <<j�� „-•'I�I]V 1 BE ADDED NOT MORE THAN 1\10 PART LIMO. IrIG. It'O I Q I O 11.01 14 11.011 I '0' 1 '0 i 7 SUFFICIENT WATER SHALL BE ADDED :0 PRODUCE A �,n� I1,/It It•6N II•gll It.lo� �t.�t At.611 �t.$n 31'Otl �T - •I )� CONSISTENCY FOR POURING WITHOUT :�GREGAT70N OF O //•• Y L -1 U I _ D� v�G�"' `�A N(��j(Z, A��f�.,/4 CONSTITUENTS OF THE GROUT. GRO:� MAY CONTAIN AN 0,16rT O.33 0.5 P 1' O-S3 1.16fr ('33�I 1•�J FT- U' • v-- /-' PARTS ON OF PEA OF CEMENT NTU S D. wPJi MORE THAN TWO 7 • ��{� t-1.LL_ 2/� O C w,& ,_ HT• SHALL BY VOLUME OF CTO r" USED. WATER CONTENT �(} �5� IQ $OZ �d92 10 g7 I291 1392 1516 ! I - SHALL BE CON7 ROLLED TO PHOv10E c7ED•,JATE FLUIDITY I /�/� c c ISM U3 _ ' FOR PLACEMENT WITHOUT SEGREGATIC4 OF THE D 0.7M 143'S $53 45S r792 S96 1304 154E ISM �_ I. � (�{T 1 CONSTITUENTS. AND S14ALL BE M:IIED THIOROUGMLY. n 7i M1�-H�r�+fir �loMZlz. ./t L.. 1 MINIMUM GROUT 57RENG714 2000 P.S.N. AT 24 DAYS. . t7,�1 '•��rf,Gi 5g7 r7g2 10013 1542- 22-<75 �,610 'j277 1-�• -Ip {� L� r C. ADMIXTURES - NO ADMIXTURES twY 1� USED AND OF X •32 33 d.G 0.47 0.51 0. 11 0•Ib o•96 I 1 - V✓E W111 WALL 1",ICI �. IS BYASTIC VOLUMEE OFNT S CEMENTS MAY BE USED ITHNPORTLAND T .. 7 SSS[[L • ,t ,1 ,t,� G,t �7 CEMENT WHEN APPROVED BY 714E ENG:WEER. ... _ e• •-3.4 '42•' O.43 0•44 0•4$• 0-54 0151 0.64- - •. ... .. ti] - .:.....__ ._ ._...__ ... .._. _ _.-...... _. ._-.__.___-_ _ .. _ ..____.._.- D. MAre *1 UNITS SHALL BE GRADE N CI)NFORMING TO THE ovE� at o t A.S.T.M. DCSIGNATION C-90 AND IN ADDITION. INC PfA 413 473 �81 �s$7 503 516 y22 rj05 2�¢ WEEP-kr,01�5 = ( 1 DUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY 639 79b r142 -709 6-76- F,GS 669 544 LJ _Z h ! ASSOCIATION. {' 105� 1Zbq 1223 I19 T 151"O D.C.OR r I f }ZO(,IC-FIRE 1 �. A. MASONnyNRY RY SMALL BE C 1 1 A. nASDNRY SMALL BE CONSTRUCTED IN SlA1 A MANNER 1, s 1175 11$I 1191 l049 ,-,i,�'' I S CU-FT/FT•OFWQL 4 Sp- -226 -323 -261 -Z 21 -173 -149 -147' -39 W FEE P 3,3 1 NT @ THAT ALL ELEMENT$ of 'INC MAGO Ai, ACT TOL:EIIER A5 ^ p 41.0A O-G' _ pIl ` B. MAIERUCONTENTE ELEMENT. BE CON7ROLLEM TO PROvi DE - (I, F.S. I,q2 I.66 I•'�Q I••�2 1••7'� 1.7 I•60 I•$ E U � 1 ADEQUATE FLUIDITY FOR PLACEMENT �11THOUT • ,1 USE 3 �. _ - - - SEGREGATION OF THE CONSTITUENTS.. AND SHALL BE �• _ a 2S9. S44 403 r5319� G9 1 4 to 61 _ .. F I Ii �•-__ • PRYER THOROUGHLY. REINFORCEMENT RE: SPACEMALL DE PLACED 1 _ 1 1� I IT �O /�.},7 -tfT JI Q(,,Q'7�T, A (✓A f�l ... .••.. - -.-_-- _.-• •-_ PRIOR TO GROUTING. VERTICAL RE:\FDRCEMENT$ $IWLL L l / -' rl L.I(��- F+ J •A�-t,7T BE ACCURATELY HELD 1N POSITION. V C C. OCTWEEN G"UUT POURS, A HORIIUNTAL. CONSTRtK:T10N Z r-Zla0N= 22o" 224- 32l /Y1 157 r38 5I6 557 606 -1 i t 1 t - I I O°OvO JOINT SHALL BE FORMED BY STOPPJhi. ALL WYTHES AT -}100 'rIW '�100 - 100 {IGO +'Z•b1 {2.6( 'i'261 1 '�JM THE SAME ELEvAT JOn an0 WITH R THE GOUT STOPPING A ° ' c MINIMUM OF 1 1/2 INCHES BELOW A RTAn JOINT, A Z L ,• - E:CEPT AT T :-0 OP OF WALL. WHERE BOND) BEAMS OCCUR. STOP MASONRY D. OF 1/2 INCH OELW TI£ TOP .- N V��/ �ifl 11 � Y I_ I D. CLEANOUTS ARE REDUIRED FUR ALL G>=T PDURS OVER 3 1 Y�E WA It 16- yt-, l['�j I E'5, Yes •`tEy yr/j _ (� mom{-- � FEET 1N ,EIGHT ANO• _I SHALL BE PROV:.DED IN THE BOTTOM DUAE � TNi _ BUT LJT DE SPACED 32' ON HALL 1F A MQA 136 I93 459 728 '996 1087 - SEALED AFTER. INSPECTION AND BEFCwE GRWTJN,-i. nfyb �-Z=3116 3@'2Rj-'3G32" �3G32° =3&24'�3C16s =�GI6' j�Fi r - 1il i I ( •7-K.ib =j ib �1� �t•!�''1 I , E. GROUT SHv+LL.DE CONSOLIDATED 0Y r•L.O`5S F ��•� -i �- I .�Z_ •i �*-`- .7 wP.e z V10RATl OrT pURING PLACING CCFO):E L.1;5 OF V•�Q N2=3►8 M�31S KY��/2 Zr1Q-6•fj1 .1 r_1162 /a2s 11CZ`-.�-I/� 1 1 - _� /\ L. (` I PLASTICITY 1N A MANNER TO FILL TH'E GROUT SPACE. PT(y,.� ` CONC• I II. . � GROUT POURS GREATER THAN 12 IND+E:S SHALL BE F" tIQ11 LtO�3" � I ��> ��," 1D ��7OFrfr 1 "• RECONSULIDATED BY r•ECHAn:CAt vJ:+F:a710N TO . . V11�� 1`L tl Ij /,.� IS oYGI� ` MINIMIZE VOIDS DUE TO WAIFR LOS:%. GROUT POURS 12 8WC �-- 1� D A 2'Ta 7PP AZ,520 A? 472 I /7 It }M-..�/� 1�.+. ' M+- INCHESE R LESSCH IN HEIGHT SI W.L VE' MECHANICALLY ^/ p G Q ��--•--•iiil�� i(/,1( ��,�1J��'. 1(.. O. ��e I S�� EDVi� F. FILL All CELLS SOLID. 6 c FrA.MOM• S1'33 136 193 (�S �VJ9 1 2 O U96 IO 5 .. PO U.R -�•- '�I ,_ _.._._ _..... .. I G. WORKMANSn1P SHALL DE PER C.M.A. SIPEC IFJ CATIONS •-. SECTION 7. �� .•� _ UND1s}. C�RCtJND _ -.-....... 6. SACK FILLING fSHOA1NG VWALLi t1-� a;G l��, 3�'S2r f•7L.3Z.1 #F3C 321 � 24M' If�:.I6° �16/ �i4[16" 0,e10 - W i=TC,.s:.E sc�tt?DU� o ROFESS/pN� A. DO NOT BACKFILL BEHIND WALL UNT:L TEN DAYS AFTEA GROUTING. 14ACKFILL WITH FN TW EE DRAIING MATERIAL P 0 C. AND I DARPA T. • \ � � 7. REIM'OR[ING STEEL . C� /`� ET M fR� O A. SHALL BE DEFORMED BARS CONFOnnIL3; TO A.S.T.n• M's `^�I� ��ON C, TO ' SEC710� ��I I/�11 -- 1 V �� j�'(� 9. D. L DES(OARS AN MINIMUM sOF30E 40. BAR DIA. AT ALL SPLICES. "- (_ )Z/2 = 150 1211 iEr Eli U. 300 P.S.r. X 1 �i. _ -- �� k�Y C10183 A. SOIL TYPE COMPACT SANDY LOAM OR -JEDIUM CLAY. NET DESIGN SOIL PRESSURE TO BE 70•DO P.S.F. X 1•s '/z = 225 D1ME1�510N5 2�1Nr02CItJC1 Si:=L k�l.� UNLESS NOTED OTHERWISE. Exp. 12-31-2000 0. PROVIDE POSITIVE DRAINAGE OF WA:EsI AT TOP OF W�t�iWIDTt� °r4113aRn 113� 3A2 (1N.) AS WALL. C-' 300 P.S.i=. & FS = 1 5 2l.�tl I1.4i1 �4 e- 32AO.C. N°T_B2rTI"BA.g t\ �n NO RE�+M �� Cm\1 k"y e 51.0r WAU- _ '1'14- x 2 7c I S m = 21•glt-I-11.9` 21. 0 11 6" --4 32t'0C. JI I1 , . ---- I q�F OF CA 300 a� $1.011 11.g11 A 4 @ 3�itpG, 11 13' 1 'I _ 12j1 tt ►, r n 1 oy� OUT 0 z1O �y PLANS 1 OID WIT.,. 2 1 ► Oo 31'4 110 4- @ 24- 0 c It 15 ;f, MS �a IWO �s 1\n SiG;\ATi1RE Q(,Ott LI ,.Zit G (2 Ib't OC . I L' ZD'! ec:i;n BERNARD C.ADA * VOOZ-,£ZI 'd cnrL ENGINEER•lolca CC E810�`? W m "��c�c� C 1� gtI 2 6►t ;��; e I611o.c. i LI 25 � � � �, 72 planning I,L-2 Besets pi wy,Hvlt•• y to �m I Il P +' =4 cHNeeM;,0,9.Ca92a.0 y 1 r7 1. 2.1•2 4.4 7 e I6 0-C �44 Co- 32t10MC H Zt� ✓,yt :I/vclU:cs I71p 036.0204 Oy dd a"> u B n r n _ n 51.4 I � l31�•G T: =7e- (6 0•C �4? 24 0C 3D' L 7, bern3rd e.adams civil engineer bNOISS SID -- JAI� 733 E R M I _ 4, THIS NUMBER ACC(DMPANY vJ 2 N ALL INSPECTIONAL REQUESTS �� Q �, CIE. SLATY CITY tJF LM,µ T * CiVll =� �; tS:NQRE \Tq �FaQ F1I)t_I}1P.1i- r-,rr,- B. C. A D A M S- Title: 43 L 3-6 Civil Engineer # 10183 exp 12/31/00 Descr: 6• 11022 Acacia Pkw Garden Grove CA 92340 Page of 714 04 '294 Job #: .New.. Byy:. New. Date: 1/12/01 . - GENERAL: fax 5,4-2494 _-P.etainPro-3_1B(c)1994 File:43PCF.RPF A. CONTRACTOR TO VERIFY CONDITIONS AND DIMENSIONS AND REPORT ��--� -' _ DISCREPANCIES TO THE ENGINEER. .V--CA IL,-VR-D RETAINING WALL DESIGN B. ALL WORK SHALL COMPLY WITH THE UNIFORM BUILDING CODE AND ALL - - - "- - SOIL DATA ------------- ------ ADDED VERTICAL LOA.ls -------- OTHER LOCAL CODES AND ORDINANCES. Allowable Bearing 1,833 psf Axial DL On Stern 0 if 2.00 C. CALL FOR BUILDING DEPARTHEYT INSPECTION PRIOR TO POURING ANY P CONCRETE OR GROUT. Active Lateral E.P . 43.0 psf Axial LL on Stem = 0 Plf *� NCRETE: Slope Active 0.0 psf Ecc Left of Stem CL = 0.00 1n '� .Active Press Limit - N/A psf Surcharge over Toe = 0.0 psf i A. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 24 DAYS. Hkfill 51ope(0=level)= 2c0:1 Surcharge over Heel - 0.0 psf � J_ BEINFORCINC 57E3L, Passive Lateral = 1_0 pc- Using Surcharge to resist Soil Density = 110.0 Fcf Overturning ® Heel No A. SHALLE BE DEFORMED BARS CONFORMING TO A.S.T.M. DESIGNATION A - Soil Ht over Toe = 0.0 In 2 Toe No �,---- 615 GRADE 40. - ADDED LA'=?.LT. LOADS ------- -------- ADJACFr171 FOOTING ----___--_ _--; B. LAP BARS A MINIMUM OF 30 Ba.2 DIA. AT ALL SPLICES. Lateral Load Acting Vertical load 0 plf 4. C. M. v_: Or. Stern A.`.ove Soil 0.00 ps`. ..ECc. (Toe side .) - 0.00 1n ~ MASONRY UVITS SHALL BE GRADE N CONFORMING TO THE A.S.T.M. Footing Width (pert) = 0-00 ft DESIGNATION C-90 CRJ17E N OR S. MIN 1500 PSF. Adi'1 Lateral Load = C.0 n_? Face -op Stem to Ftg. CL- 0.00 ft �' ! MASONRY height to stop O.C3 a Ftg. Base Above/Below Soil ...height to start O.G3 ft At Wall Face (+/-) = 0.00 fC %-• r''' ��•'�� ' A PART LIMEAR PUTTY TO BE P2 1 1 PART PORTW.�'D CE`IEYT, 1\4 to 2\2 Footing Type Line i \2 PARTS SAND BY DAMP LOOSE VOLUME To- ---;---•-------------------- WA:,L FOOTING DATA------------------------- c e nj - SUM OF CLHZ:r, AND LIME USED. Retained Height 3.C3 ft Toe Width • 0.66 ft E• C.M.U., Solid Grout' - 1 ,(( r /- A! ? B. GR_Q f�{ SHALL BE COMPOSED BY VOLUME, OF ONE PART PORTLA 4D CEMENT wall Ht. above soil - O.CO ft Heel Width d !' 4'. AND THREE PARTS SAND TO WHICH MAY BE ADDED NOT MORE THAN 1\10 1.0o ft #4 C 32 Vert @ Edge Total Wall Height = 3.03 ft ------- N ' _i CJ,• I . PART LIME. SUFFICIENT WATER SHALL BE ADDED TO PRODUCE A KeyDepth . 13.CO in Total Width . #4 @ 24 Horiz _ d 1.65 ft is '4f- CONSISTENCY FOR POURING WITHOUT SEGREGATION OF CONSTITUENTS OF Key Width = 11.G3 in Thickness . 12.00 in " THE GROUT. GROUT MAY CONTAIN AN ADDITION OF PEA GRAVEL EQUAL Key Dist. t0 Toe - 0.500 ft •,3 i/q•• I TO NOT MORE THAN TWO PARTS BY VOLUME OF CEMENT USED. WATER ............................... SUMMA.4Y .................. _ Pressure 0 Toe - 1,776 psf Factors Of Safety: =__�- -_ _•� _ ,• _ CONTENT SHALL BE CONTROLLED TO PROVIDE ADEQUATE FLUIDITY FOR Pressure 0 Heel - 0 psf Overturning . 1.98 :1 - ? PLACBE MIXED THOROUGHLY. ENT WITHOUT GMINA ION GROUT STRENGTH THE CONSTITUENTS. 000 AT AND DSHALL Allowable Press. 1,.61 psf Sliding 1.53 :1 jj .4 C. ADMIXTURES - NO ADMIXTURES MAY BE USED AND OF PLASTIC CEMENT Eesa.^.trit Ou - 6.6: rd Allowable Shear . 76.03 psi i �� - IS USED, NOT MORE THAN 1\10 PART BY VOLUME OF CEMENT MAY BE Resultant of Used Middle Third 1-Way Shear • Toe - 8.4 psi ( USED WITH Note: Pv Not CBe.. for Soil Pres. 1-Way Shear • Heel - 5.9 PSI , ; CONSTRUCTION:PORTLAND CEMENT WHEN APPROVED BY THE ENGINEER. .................................................----------------------- -----Soil-Fri ---- SLIDING CHECK Lateral A MASONRY SHALL BE CONSTRUCTED IN SUCH A MANNER THAT ALL Fty/Soil Friction 0.250 Tot Lateral FO:Ce•1.5= 550.3 # ELEMENTS OF THE MASONRY ACT TOGETHER AS A STRUCTURAL ELEMENT. Soil • Toe Not Used - O.C3 in (-)Passive Pressure - 325.5 # B. WATER CONTENT SHALL BE CONTROLLED TO PROVIDE ADEQUATE FLUIDITY Factor of Safety 1.53 (-)Friction = 234.5 # ! I FOR PI.ACEME:IT WITHOUT SEGREGATION OF THE CONSTITUENTS, A•MD Add'l Force Req d = 0.0 # 1 j SHALL BE MIXED THOROUGHLY. --------------- FOOTING DESIGN ------------------------------ i (Using ACI Factors)---Toe--- --Heel-- f'c 2,000 si C. BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT SHALL BE ACI 9.1 Pressure - 2,485 0 psf Fy 6 ,000 psi APPROVED FORMED BY STOPPING ALL WYTHES AT THE SAME ELEVATION AND WITH Mu - Upward O 0 ft-1 Upward soil Pres regl'd on heel #4 HORIZ. AS SHOWN I I ' THE GROUT STOPPING A MINIMUM OF 1 1/2 INCHES BELOW A MORTAR mu - Downward • 0 300 ft-0 -------- Rebar Choices- -------- I I I � JOINT. EXCEPT AT THE TOP OF WALL. ' ( j Z y 0 O- O ! Z b 5 D. CLEA.MOUTS ARE REQUIRED FOR ALL GROUT POURS OVER S FEET IN Mu - Design 329 300 ft-# Toe(bot) Heel(top) 1 HEIGHT AND SHALL BE PROVIDED IN THE BOTTOM COURSE AT £JERY One-Way Shear: Mu-Stem! #4 *-VOt Reqd in Not Reqd in 1!i f � � I � VERTICAL BAR BUT SHALL NOT 8E SPACED MORE THAN 32. ON CENTER. vu = 6.03 5.93 psi #S ®Not Reqd in Not Reqd ir. v.^..2(f'C)1/2•.BS= 70.03 76.03 psi #5 :Not Reqd in Not Reqd in - I C {� Ifa� THEY SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. Rebar CL To Edge - 3.00 2.00 1n #7 4fNot Reqd in Not Reg3 in I" A S „E V S E. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING Depth to steel 8.50 9.50 In #8 @Not Reqd in Not Reqd in � I �� I `� /'� PLACING BEFORE LOSS OF PLASTICITY IN A MANNER TO PILL THE Ru - Mu/bd'R = 0.0 0.0 #9 ®Not Reqd in Not Reqd in E `-$"i O F LA K E E LSI N O R E GROUT SPACE. GROUT POURS GREATER THAN 12 INCHES SHALL BE RE- M.i. Rebar Ratio 0.0018 #10 4pNot Reqd in Not Reqd in C CONSOLIDATED BY MECHANICAL VIBRATION TO MINIMIZE VOIDS DUE TO ---_`---------------------------- STEM DESIGN --------------------------g---_--_ i WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE I INQ bEf�T. (Values shown for Concrete stems have been factored) P 2 of 2 MECHANICALLY VIBRATED, OR FUDDLED. Descending Ste Sections, Fi hest • Le'_c I 'I- - 4 - F. REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. VERTICAL Stem Construction. Data hienesG )use columns from left to right) `- A �� -�y „ L1 BARS SHALL BE ACCURATELY PLACED AND HEIR FIRMLY IN POSITION. --let -t Sigh---oft 6„ 3„ DESIGN HT. ABOVE FTG. = 0.00 t G. FILL ALL CELLS SOLID. WALL TYPE AHOY' nHT.al Masonry � - A K FILLING Thickness (nominal) • 5.00 ir. G I Z G� SOIL TYPE COMPACT SANDY LOAM OR MEDIUM CLAY. NET DESIGN SOIL Rebar Size = ,. 4 Rebar S�acing = 32.00 in L_ PERMIT# PRESSURE TO BE OR 1,000 P.S.F. MIN UNLESS NOTED i�,en - DO NOT BACKFILL BEHIND WALL UNTIL SEVEN DAYS AFTER GROUTING. - Reba: P-aced a: edge OO DESIGN DATA.............. ............................................ # 792 ALL AND COMPACT ALL FILL TO 90%. fb/Fb fa/Fa - 0.b/FbLateral Load aDesign H- = 9 THIS N U M B E R ACCOMPANY BACKFZLL TOP 12• TO 18" WITH NATURAL ONSZTE SOILS. WALL WITH FREE DRA MOMENT..... Actual - 4 ft-# ALL INSPECTIONAL REQUESTS GRADE S 244 URFACE TO DRAIN HAT F WALL OR A DRAINAGE Allowable = 24 ft-# SYSTEM. DO NOT TIE DRAIN INTO SUBDRAIN OR PERFORATED PIPE AT SHEAR...... Actual = 6.41 psi BASE OF WALL. Allowable - 19.35 psi - --- •• - --- -._.-... _ - WATERPROOF BACK OF WALL IF STUCCO OR OTHER FINISH DEMANDS IT. Embedment Length Reqd 6.00 l_ _ ` ! - PROVIDE SUB-DRAINAGE OF WATER AT BOTTOM OF WALL WITH A 4. 0 Wall Weight - 58.0 sf -- "4-- - - ' k "I- r-.A.J Rebar Placed a' Depth 'd'. 2.75 Fyn I� - --`--- L.�/'`_._.. �1� ( PERFORATED PIPE AND OR WEEP JOINTS AT J2. O.C. MASONRY DATA............. ................................................ f'm - 1,500 psi Fs = 20,000 psi Grouting Full Special Inspection No n : Es / Er • 25.78 tll III-DpE To pR�tf Short Term Increase - 1.00 c CONCRETE DATA............ ................................................ Nl IG C'"045 ACE USED �1 Po up-f Tt f- !!.F{v Fy` - pg_ �- \ rear. rlre; QPOFESSIQ/� --------------- SUi+1+,A3Y OF FORCES C. MOMENTS oYtFA-' F{l.T1yv- - - I- Overturning Moments -I- Resisting Moments I - PPr Origin of Force: #-- ft ft-# # t ft_# VL_A4W14-, C r�EL 40 --------------- ------ --------- ------- ----- --------- HeelZ Active Press. = 383 1.42 550 �'-'I SUB H�r d •!b`� e� �� N rnn Soil over Heel 165 1.41 233 _ ? Toe Active Press. - -22 0.33 -7 wE£P TOINte 3&.Vc -, fL Soil over Toe = 0 0.00 0 +)' ,, PEV, riFG * ` t?4 Sloped Soil • Heel - 7 1.49 10 r PI4I. A1,O.D�t Apptop,•p c Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 a ( w DVW.I) CIVIL �P Surcharge • Feel 0 0.00 Q FIAT f R bD1 x ��.�ocl� I c FT p!c py� Su:cha:ce 0Toe = 0 O.CO 0 0 0.00 0 � � u � ' C \ Axial Lcad on Wall 0 0 0.00- 0 = , I FEZ' `roG LJAL.L- Load i Proj. Wall 0 G.CO 0 J 1%Averaged Stem Wts. 174 0.91 158 - ► ► oF , I\ N R L7 C A D ^ M J Earth Behind Stem 0 0.00 0 �oo.(IFIfj Aided Lateral Load C 0.00 0 Footing Weight 249 0.83 207 1 Ali nnf^f Key weight 194 1.66 143 322 flllf 110n ACACIA TKW, SUITE G 10 tyro Vert. Component of - 194 1.6E 322 Active Press. --- --------- -------- --------- TOTALS - 367 - 543 -- 744 938 -- 1_073 I 1LAN$VOID WITIIO LIT GARDEN GROVCCA7:4105103 -------- � ) LV D�r INK SIGNATURE Totals used for Soil Pressure, Pv Not Included= 751 - 714.67E-0:94 FAX714-334.24N - 1 .�� ;e . .,._ s�� i5 .._ _.,.� .. � ...,_..� � - 1 •1 � f r/�� _ • r I � � s a �-- ,