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Home My WebLink AboutSADDLE RIDGE DR 31634_00-00000336 - w i r. ._ City of Lake Elsinore] PERMIT 130 South Main Street PERMIT NO: 00-00000336 DATE : 4/20/00 JOB ADDRESS . . . . . 31634 SADDLE RIDGE DR DESCRIPTION OF WORK RETAINING WALL OWNER CONTRACTOR GREGORY & KIMBERLY OLIVER OWNER 31634 SADDLE RIDGE DR LAKE ELSINORE CA 92532 A. P. # . . . . . 363-301-019 0 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 3 , 672 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 2 . 00 X 12 . 5000 VALUATION 25 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 93 . 00 . 00 93 . 00 OTHER FEES PLANNING REVIEW FEE 17 . 60 . 00 17 . 60 PLAN RETENTION FEE 3 . 50 . 00 3 . 50 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEE 66 . 00 . 00 66 . 00 TOTAL 180 . 60 . 00 180 . 60 Operator: COUNTER Date: 4/20/00 20 Receipt: 0004908 Total Payment $180.60 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. Post 1n omspicwi]S plaoe , 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 on the jlJl_J 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 a certificate of consent toselflnsureora certificate ofWorkers respective inspection: �M Compensation insurance ora certified copy thereof. Approved tans must be on job j1(/� 5. 1 shall not employ any person to any manner so as to become subject PP P 1 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 PL01 Soil Pipe Underground EL02 Elec Conduit Underground p 6P01 Footings - �- BP02 Steel Reinforcement p�,�}t�, �^ T BP03 Grout a-•- 0, z n � 0 1 D 1 Z BP04 Slab Grade K�G !� — -. PL01 Underground Water Pipe CALI-- ^ i� /C_ , 1v ' ^ SS01 Rough Septic System SWGI On Site Sewer O e K �- JoistsBP05 Floor - L; In L' . 1 L' :-. 1 L C" t i t' O ✓ .1 ar O. � t,. .i V' -C-4-i . i 1 0 -7 PLO3 Rough Plumbing1 a t-, ►J,a,J -z b Cr EL04 Rough Electric-Wiring EL05 Rough Electric-T-Bar ME01 Rough Mechanical ME02 Ducts,ventilating PL04 Rough Gas R -Test PL02 Roof Drains Framino&Flashina 612 Insulation P13Drywall Nailing P11 Lathing&Siding t L99 Final Plumbing L99 Final Electrical E99 Final Mechanical P99 Final Building ILI CJZ F E de Pool&Spa Approvals Date Inspector pp OTHER DEPARTMENT RELEASES 6 Dep.Inspector Departrllent Approval required prior to the 0001 Pool Steel Rein./Forms budding being released by the City k t 11,001 Pool Plumbing/Press.Test 003 Pre-Gunite to—r. Rough Pool Electric Date Ins for Planning Sub List A oval b Landscapet 04 Pool Fencing/Access r ,..,. �......� F inarice - - - - --- -� P005 Pre-Plasterm En ineerin P009 1 Final Pool/S 68.03' ! I ! I ! EXISTING 2 TO 1 SLOPE ! APPROXIMATELY 20' I HIGH I i ! I i i i 68' LONG PROPOSED 6' HIGH RETAINING WALL, WITH RETURNS PER i ! RIVERSIDE STANDARD PLAN i ! � i ! � i I i - o o I r- i cmEXISTING 2 STORY DWELLING r Lip • I . I I I I I i - - E R I AS REVISED THIS NUMBER ACCOMOANY ! CITY OF LAKE Et SINORE ALL INSPECTIONAL REQIUESTS ! 3 , _r)IN- DEPT. i i 31634 Saddle Ridge Dr. Lake Elsinore, Ca 92532 i- Job Name: OLIVER ® ® George McCurdy Job # 00-72 Structural Engineer Page # 1 / 1 117-A South Main Street, Lake Elsinore, Ca 9.2530-4108 Date: 20Apr0O (909) 674-9543 (Voice & Fax) mccurdyengr@earthlink.net 2 "PERMIT* e � — _ - 8" ConcreteIQ§R PANY ESTS '" E NAL RO LAK. 0 ;;. cells--see �WAU�� ;Q Vert reinf: #4 @ 24" oc Horiz Reinf: #4 @ 24" oc 5 1/4" 18" non expansive fill against wall Waterproofing against wall as -required--See plans - 0 (2) #4 Horiz w/ #3 ties @ 24" oc 12" Concrete Block--Solid grout all cells--see vibration note--Vert Reinf: 951 #4 @ 16" oc Bend vert rebar into N .footing as shown 1 cu ft/ft gravel w/4" 0 French Drain, omit head joints, or 1"0 weep holes @ 4 ft oc in #4 Dowel @ 20" oc 12F 48 N Concrete Footing w/ (1) #4 T&B (2 total) into either 1) undisturbed native soils or 2) engineered compacted fill NOTE: Do not place backfill against wall until all materials (ie: grout, mortar, concrete in the footin & s a etc.) E 12" g have. .reached Fdeg� ngths.. q ' 5'-8" Od (nts) `� ' 3 001 See Material SpecificationsSheet #1 for Material SR= }�L/CTVQ,� OF CAO�_ . 2 0 APR 2q4 g r George McCurdy ® ® Structural " Engineer 117 AA South Main Street, Lake Elsinore, Ca 92530-4108 (909) 674-9543 (Voice & Fax) mccurdyengr@earthl'ink.net MASONRY GENERAL NOTES & MATERIAL SPECIFICATIONS 1) No deviations from these details are allowed unless specifically approved in writing by this Engineer before proceeding with the work. Sufficient time shall also be allowed for the review, investigation and approval by the Building Department having jurisdiction for such changes. 2) It is the Responsibility of the Owner, Contractor(s), Architect and/or Draftspersons to ensure that the minimum requirements of the Soils/Foundation Report (if any) are incorporated into these details. Any discrepancy between these details and the Soils/Foundation Report are to be brought to the attention of this Engineer for clarification before proceeding with, the work. 3) Building Code: Uniform Building Code, ICBO, 1997 Edition (UNO) 4) Concrete: (No special inspection required UNO) F'c = 2,500 psi (@ 28 Days). Maximum slump: 3-4 inches (+/- 1 inch) 5) Concrete Block, Masonry: (no special inspection required--UNO) Block/Brick: fm = 1,500 psi, Grade N,-(n = 25.8) Note: "Plastic" and "masonry" cements are not allowed per 97 UBC Sections 2106.1.12.3.5 & 2106.1.12.4. Grout: 2,000 psi, Maximum slump: 9 inches (+/- 1 inch) Note: Grout must be "mechanically" vibrated. Any "manually" vibrated grout is unacceptable and the masonry construction may be removed and replaced at the Masonry Contractor's cost. (No exceptions) Mortar: Type M, 2,500 psi (Note: Mortar may extend a maximum of 1/2" into cell cavity) 6) Reinforcing Steel: ASTM A615, Grade 40 for #4 & #5 rebar, Grade 60 for #6 & larger- rebar. 7) All block cells are to be cleaned out of all loose debris before placing the grout. No excess grout, mortar or debris of any kind may be "dumped" behind the wall as back fill. Soils removed from the footing excavations may be used as"backfill material only if approved by the Soils/Geotechnical Engineer in writing (please see the details for the "non expansive" back fill and drain requirements). All such excess materials and soils shall be removed from the site. 8) All footings are to be placed the minimum embedment as shown on the details into either 1) undisturbed native soils or 2) engineered compacted fill. : Job Name:�:OLIVER .............. ..............................................................I........................ .... .............. ....... .............................. .... ... .................... George McCurdy i Job #100-72 ............. ....-----------------------_ ............................. ...........................................................: ........................... ................................ Structural ! Enpinee*r #:RW-1 ........................Page.... .............................. .... Date:::.20AprOO ....... .. ------------- .......... ................ -117-.;-A.....South------Mairt-----Street-------Lake------Elsinore:......Ca ----- .... -- - �Y 1. .......... ......... . 1909).....674-9543-----(Voice!:---&-----Fax -----------------------t ........................... .......................... ..... ....................I......... ............................ ............ ........ .... ...................... ........................... . inc c u-vd-y-e n-g-r-@ea-r-t.h�-Ij-n k-;-n eT-: : ............. ................................................ ---------------I------------- ...........I............_...................I......................................................... ... .....:.DESIGN & MATERIAL SPECIFICATIONS (Typical UNO) .............. .................... !Buildfiig Code: Uniform Building Code, ICB01 1997 Edition (UNO) .....................:.BuildingCode: ..............................Building. Code_,....................................................................................... ............................. ............. Concrete. (no special, inspection_requi!��q)...f� _.p i ...Day§).. j ----------- ------------------ -- --------------------- ....... ........... ............................... :Maximum slump: 3-4 inches I inch). ....................------------------- ................. ...................I—............................................................ --------------- Note: Concrete n walls must be Mechanically yib�aietl.; .......... ................ ................. -Concrete Block: (no sp�qial inspection required-- NO ..............................I........special inspection............................... 0............:..................................... ............ :Note: "Plastic" and "masonry" cements are not allow ....p allowed er...97....PBC Sections ................ ............ "masonry" cements ...................... ............. ........ Sections .:.......... ........... 2106.1.12.3.5 & 2106.1.12.4. ..................... .................................................................................................................................................................. ......... .......................... .............. ......... Block: fm = 1.500 psi. Grade N. (n = 25.8)........... ................................................................................................... ................................................................................ ............... Grout: 2,000 psi, Maximum slump: 9 inches I..,in h).......................... ........... _.9............................................ ._.._ ............inches ....... ..... ............................. ............. ............. Notes All Grout must be mechanically y'bLjljeL.......... ....... ..... ........... ........_- Mortar: Type M. 2,500 p q�. .§i...Q�q�p:...Mortar may extend a maximum....of..,_I/Z" into the .......... ......................... ..................... Mortar may__extend................... ............ ....... ..... .. ...... ....... ....... ......... q!;l I C Vity) ............... ................ ...................... .. .... ....... ....................................................................................... ........................................... :Reinforcing Steel: ASTM A615 or equal, Grade 40 For #4 & #5 Grade 60 for #6 & larger - ........... ... ........... ........* AS TM----------- ...................................................................................... ..... ..................... --- ------- .............larger ......... ... ....... . .......... ..... ........... ....... .........I............................................... ............. .................... ................. ........... ............ ....... :Soils/Foundation Investieation Report.. ............. .............. ............................. .......................... ............................... By::NONE ................. .. ................. .................. .............. ............... ..................................................................... ............................. ...................... Address::: ...................................... ........... ......................... ................................................................................................................ -- -----I.. ............ Dated:: ................ . . ... ........................................................ ....... ............................ .................................... ......................... ................... .. .. ........... .... Jo #: .............. ..... ......................... ... .......__.......... -------------- ....... J.q.1ephone:` ........... ............................................•......... ........................................................................... ....................................................... ....................... §igned b ........... .. ............................. ........................... ........................................................................_......................................................... ............. ......... .......... SoilsFoundat.o! Report .Notes: ............I.........___............................._..................................... .............. ....................... -If the word "None" i reviewed- and/or ------------------------ ................................................ ........ ...............------------............. ---------------.............�ipp!�Ars above. th s Engineer has not rev incorporated the Soils/Foundation Report's ...requirements; ---------- _i....... ...... the ............ Report's (i f....any)..9 minimum.. ............................ .................... ---------------------------- :and recommendations into the drawings. The._.foundation....design and.. detailing....has.,................ . . . . .......................................................................................—drawings................ ................ design.... ---------------------- ... . been done to the minimum.. .requirements and recommendations of........... ......... .. ........... ...... .. ....... ............... .. .... ........... minimum ..... of the 1997 UBC. :........... ........................................................—-------------------- ............................... ............. ......................... ------------------ —---------- ................................ ............................ ........................ ................ . ....... DADS & S011,S PRFSSURES .................... ..................... ........ .4 ...... ....... ........ PAW R-oef -Flee &eek- WeN-AV+ Mi9e .............. ...................................... ..........-------_.____;....... ......... ..................................................... ... ------------ 94 4-4 4 4-4 .......... .......... ............ ................. 1.."..... .................... : .........................- 44 .. ............. ----- -_-----------...................... ... 'Cantilevered Retaining Is -------------------------------------------............................................................................ - IMF EFP Back ASP Passive ............ ........ ........................................ .............. ....... ............................ 43 Slope 1,500 150 ............... ......... ......................................................... ........ .. ... .. . ..... W --------------- -------- ............... 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Job Name:!....................... M.....c..Cu .................... ........................... ........... ------....... .................... ............. George McCurdyrdy... Job #'0.0-7 .. . ..... .. .. ..... .............. .. ---- --------- ................... ...........-----......;........® ® ...S.t.ructura.l.;.......Engi-neer Page.....# RW.-2 .................... ............. ...;........... ... ............... .. .UT;A.-----South- ---Main.....S#reet;......Lakc -Elsinore ....Ca 925JO-4108..................... ... 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V ... ................ .................... .. ................:.. -- ......... .....-......... ........ ........ .......... ... ...-.- .... 774 1548 602 2 9.00 159 972 : 40,700---------:---.._...;.._....... ......._ ........ ., .._... ......... ..... ._.. ......... ._.............._............................. .... . ..._. .......... -----.... ... ...# f # # i n in in .... ...... ..._..;................. ........... ................ _................._._......- t--- - ......................;.Member.....AnalYsis-- .................;. .. ....... ........ Larger...of... _........................ ' ...s..........f.co._................f.(b)..................2./.k1------- ...........P..P...........:..........P.P.J..-....... 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R........... r e McCurdy - eo # 2 g Job 00 7 ® Structural ' Engineer ' Page # RW-3 .. __ _-__•................---.---•---.F..__._.... _........._....................I.............I........ .......�........ ...... .. ... ......... ...... Date 20Apr00 .'11-7-A------Soath------Main----Street Lake-----Elsinore ._...Ca.....925-J0-4108...........:................. _. :. ..... (909).....67-4.9543 (Voice -&-----Fax.l-.........I....................:...... .................,. ................I......... -......... .... ...... tti c c.wud-y-e n g r-@ e a r-t 6-1 i-n k-:n e t `....................._......._ .................. ..... RETAIING WALL DESIGN (cSLat)._..... - - <._..._------------- - - --- -.................................................................................................................... :Footing, ._Design ..... ........- ......__..... ............... = ------........7:OO ft ....•...... . ......... ....._................... _ ......................... ...................... . - ----------.. .......... V= 1,054 # ASP= 1,500 ,..........;.. ._._.... ,........ - .....:.................... .... :............................:..............................:..... ......................:..............................:......_..............I.......... 4 OTTVI ` 2.:45.s_ft....# ............._ --- Passive = 150 ..........:...... ------...........--- --_---.-----............... ......................... ......................:.................. ....... ....................-........ 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F Le ... - .....° ............F Y Fs Pass . .... .......---------- ----..... ... ........._----_ - 2 500..__ - 10 ...__. ......40,000 - €....._20,000•. i.50......... ........0 25.......... ......._._... ...._'........_..... ... ...... - �_— - ... - �-•-- - - - s� psi--•---- ...........PAI.......... ..........PAf..............--------................. ........_...... .._....... Footing—&-_•KeY - Dimensions - --,.... ................ ..........._..........-- ......................... ............... _........... Ftg-�-- -- -Kex d -}---Kex t_--_ -----•—--- .--- b b..*..d."..2... 12.00 14.00 288 12.00 9.00 972 12.00 i n i n ___ i n _...... in(3) i n i i'n in _.•_---_._..__. . - —.. ._.....----F.................-----------+.............................................. .._........i ... ............ Design Loads € _.._...-r---._..�_..--- ---..._---------_..... ......................... i i ... - --t---- --.._. . �_- .... ._.._n?_ - -----f<<) .._ F(t).. _.................... .........................._.. ....... ............. 277 181 € 7.--6 € 80.00 '- ----------------------- ............................................ ....... _# f_t_... i ft eft _ __.__Ps! —` _..PSi...- ..i..-------- ...... -=... :Membe --------- ' ------. ....................... ....... ............... ._....................... t_.... ..a ...................... ................_...t------.... ...._._-fit_—_ ._ _ _ _ ---_-- -_----- ..- -............ ..�.................. .... ..----- ...................... ......-........ ...........:........ :. ......._. ----....._...... - - _._.. _ - - - ....�._.........._...... --.....1..............................:............................:.............. ............. 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Date:1 2.0A.p.r00 i17- ...3out ....Main.....Sere-et;.....Lakie... -a. =-4 Elsinore' --925 0i08....... :.. ........ . ... ..° : .. ..( �1 09).....674j9$4.3.....(.V.oiee-----&......Fax.}..,...._......................:.................. .... ........- ._.............. ................-------m.ee.u.r.d.y a-tl g r C�e a t h 1 i n 1c.n e 1............._............_.........-..................._.. ... ................ ..._......._ ... ........................... ........................... .........................'..............................i--.......... ; ...................... To Fooun Reinf "heel" Footing Dimensions ............................... .............................................-............................................ a b t dt d b*d^2 :...........: .......... ............................................ .........:................ ..........:.......................................................... .. ................ .....--------.......... ............:..........6.�.........:.........12.00 '.........12.00 3.00..........:.........9 00.............. . .972....... ........... ft _--..... in _--i n i n i n in(3-) .................. ............ ............ ...........terial Specs..._................................... .............. _............ ' - .................. ........................... ............................ ................................. ............f'c i n fc fy fs ............. ................. .................................................. ......... .................. ..............-------.---------------:.............................. .......... ....................... �.t500.................._.1.0....................1.:12.5........ ......40t000...---......20,000.................................._......................_...................................... ..................................p.s.i.........-..........-.--.-.-...................P.s .......... ......._...psi......................p-s.i... i........_.. . ....................... .............. Design Loads ' ....................................... .... .....Se+1--k{................. `' --------- M .......... .......................... ................ b-" ........... 3-88 ........... 1.,548......_'_......._.......... ` €E - -... .,,. ft # ............................................1 .........s..............................,......... .--- .... ....... ......................................................................-----........ Mem.be.........Analysis............................. ................. ..':._......._..................;.Larger...of.............. 2./.k1............._....n..P..................-.n.P.J..._..._...........R.P.............'.n.p'......value.Y.............p...........-..._..........._.................-.......................... 5 8.87. 0.0010............0.0097...... ......0.0100.............0..0100 .........0.0010. ...................... ------..--- ---.......... (Masonry...Stress)......:..................(.Steel..Styes_s)--............_...- _ . .--.-.-...... ...... ............... ........................ ............. . Member. Analysis- .(cont).._. ....................... A ) Abar Space.......... .....y��) V(�.)..............................0 .............A ........�........ . -------- ... ---- 0.1061 1 0.200 22.61 28.54 5....00 ---->USE ;„ sq in/ft sq in j in oc psi psi r Cityof Lake Elsinore 130 South gain Street * APPLICATION FOR APPLICATION NO. BUILDING PERMIT APPLICATIOjJ rCEIVED DATE VALUATION CALCULATIONS AP a J�0 By 1 st FLOOR SF BUILDING ADDRESS l�3 yD�7 (� 1 2nd FLOOR SF TRACT BLOCK PAGE LOT/PARCEL 3rd FLOOR SF GARAGE SF Nam` tU QE 1z STORAGE SF 3 A&AIIING 2 PHONE CTi1( STATE/ZIP oT Ja/� c t: iNp►2� C,A I- SF 1 hsraby affirm that hot I am licensed under provtsions of Chapter 9(c mmencing with Section GRADING CUT CY TCW)of Dr. an 3 of the Business and Professions Code,and my license is in full fore and effect FILL CY LLCE s CITY BUSINESS 6 Z AND CIA TAX VALUATION: g NAAlE FEES A%AnING ADDRESS BUILDING PERMIT S CITY ATE z PHON CONTD.ACTOR'S SIGNATURE DATE PLAN CHECK J � ADDITIONAL PLAN CHECK / NAAkE ucENSEa u Z #.AILING GRADING PLAN CHECK ADDRESS < CITY STATE ZIP PHONE ::NEW REPAIR OCC GRP./ CONST. DIVISION: TYPE: MICROFILM ADDITION :--MOVE NUMBER OF NUMBER OF ALTERATION DEMOLISH STORIES: BEDROOMS: COPIES -OTHER ZONE: __SINGLE FAMILY units HAZARD AREA? YES NO IMPRO FEES SCHOOL FEES _APARTMENTS units _CONDOMINIUMS units SPRINKLERS REQUIRED? YES NO _TOWNHOMES units PROPOSED USE OF BUILDING: —COM.MERCIAL - INDUSTRIAL PAID PRESENT USE OF BUILDING: GATE JOB DESCRIPTION 1 certify that I hove read this applicotion and state That the above information is correct.1 agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspec- Ito purposes. Sign ure 6VAp ()ani or Agent D to AGENT FOR CONTRACTOR _ OWNER AGENT'S NAME AGENT'S ADDRESS STREET CITY STATE ZIP REV.DATE 11-1.90