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HomeMy WebLinkAbout15320 SPYGLASS DR_93-0490 Pow •�� e'.M iY•O (•.b �.ly r•- V.t:'1 � .�` •.411',r'•. f.'1•i:,. \'ff� tiy. f' ' \. _ n•.•[ • •F.T�YCr, i a ll.. RNUT ,.r tisc ,su PRINT" NO: 93-00000490 _ ',-. 'o JOB ADDRESS 15320 SPYGLASS DRIVE DESCRIP' tON OF WORK RETAINING WALL OWNER CONTRACTOR —GH RCH SHAWN AND CORY OWNER, . 15320 SPYGLASS �_' .•'::i`; LICE ELSINORE CA 92530 _ :1\;• .'- `.s?°. iW., ram► _ �.. `•���� �'� ..• A.P.# . 389-484-005 SQUAR$"!0&kz OCCUPANCY CONSTRUCTION iFIRE RPAM . : .is VALUATION 2,016 ZONE BUILDING PERMIT w••:...',;�; x QTY UNIT CHG ITEM , SASE FEE ' 1.00 X 9.0000 VALUATION fir•, ,;,r � ,; EKE— SF{r�l�ll�ialARY - CHARGES PAr HES WILDIr PERMIT' 54 00 •00 S4:OI `""s.'�';,,�; ;.•:. -.OTHER-FEES PLANNING-REVIEW FEB 1!}.80 .Ofl --� -- :pb0 RETEI�TIOX- FEE, 0 ;. < . s a:•' ! -BIIhiSllxC GROUP RR h _ .��..So -00 P. lI� COCK -FEE ;,. 4D. 0.. :,.0� 40.�. . ,;. .`. �_ :•• `+ ' ;i�� 1071/�.I:�._..�Q ,y� ... .. ..! .y '�. .,.a::.�..���,ay'Yr..,•• .••r .M.80 ,w. .hLT _ .i�.!�� . .,/•\•t{r _ _ f .z. . ., .. -,.. ... •77 ..:.. .o .,Ri►n.:r..Nir.•Wr_s.•••♦d'. i i i 3 RETAINING WALL, �: .;� .. k'•Jg�ri.r.....,....�.-.��. .. .,. ;.:.,:r:„._ .. .ram• .., .. •• '., ,.;.�.. .rj,;� �!�7p�/i �- 'f ra¢JwM-�.Ys,dir... rw...Ye wfYf.��'+7'.^fr S•.�,,I p.4 ��.^�.��.,a�,,T '.yb�l� tl .•„�r, "�' f.. •Y:.V.. ..'y, �t� •.4N' .r I. 1. .f '�r^I'i...:. •� �-K. 'y.: �.,� �'!. ♦ 1 i u'�, ie � .�,` thoF'�,�-.�.�`e�aioponraN�ilii—`krUl.dar4f+rt o b , ' �.1"30" n <il stir .�iA nic��fr np�r'Ifh .` on tt~e ob w�. i aa►tradar.Iocanstftwowpreoe, �,rfr g Y I 0 o oKHHcah of eofts&M co sslf rwe of o codoloate You must furnish PERMIT NUMBER 4WOrkors Compensation Insuranon or o carWW oopy Ihstaof. .�.all�,th�JOi ADt1R�SS•hx aoch A.•i stash as*--y by"wrs"k6a w Asa ft4wilwmw "N"cfiwt inspection: +ul"O to Worker Coe lqw/In tho p!!1orMsnga.af flw work for whkfe rhb=p1t li AtoPrarsd plans roust be on job Note: if ywr should Ia Waken Wmp.asat+�n of all tirnasia: a1W nwk"**eartifkataon�yououmusp fore►,w t, wfM suchprayle4o.. ,rthhpWMI'sf bod n Cok w+� Dot* . pp i+u++p Elec forvksM — pw /oil rips uredsryroww p+lOA ploE Cendufr Und�nouna! `: firtll fowln0/ i1'&1 iH+rf Rsinferesn►aM ' RW OMI i 1'lR1 lindsrotoundWdter►Ipr, . . -. . ,. fllOf >isfrtkfiysym' ,a .. � � . ,•a+ i_s � Orr Rife fsvwr _ ,,p• pilR; Nowph Fhoni nq 'Intl! RoaJRfa!lsctrk•C.onduit - Nlfl4 Rwrph pkxnk•riINnQ Rttujfr ilrctrk•T4kv M101 Meohonlaal <�- Duch.Venifiaflno ft0/ ripe•Tost Y •tom! Rstftiwkas .. 4 i101 Plse►fAasstitirap • ,Yi . , `l f�� ROOf�rlenlraq '� .. f1Rff 1pkfk?Y, _ . ... �" �b 'J'tl """ -` . •rj tY /_lei it. }.r Ail! 14M1.R3oibkai t ;i 'f3, 'r, 62nsi AlMefiunkal ' err . t:aes hlgArpravall Oaf*, lhpector r /RtauNi�yl. • /� * ,/�, " "'----' bey .w......» . dl./Ii RoarpM.i'oolllleofsle w <.�' - ' 4 t a k •,\.• - ,� a�� F. Af T a^co ALL ft�SPE `ez sui11lmg.wept. �..>. SID �p \�A1. .` ter:;;r- ,.r• •..:• '; .. 1. .. l. NpT�V 7 •. . . �. ;:;ram_. ,, ��,:�, ,,, _ •` L�:..�� � s 4.z �.d•<kyf �•'J `'. `• is 11,,Y •`� ;, SY RTV �'�'� .1 :.e�'ir' u � .. •'� \1_. � tea•r r �A `4. � � !�w:D'�"�. _^ awAS?F.'�'^r.. •••::. {f' ;'t�•q'I•, vli:..` •e, ��� 7S �,.1il� ��5� � ••i f" �S� MW�.wll J i �i........`A�+� • s`"���' " iPROJECT: is SUBJECT DATES__�_-~.. ._. -- ---- •-- .•.---- ---._-----_---.__-_ -------- RETAININ(3WALLDESIGN l.i�, OSE - P ysl�y ».-. _ --- _ ^'- 'b DESCRIPTION :4• RETAINING WALL 0 LEVEL RACKFIL i".0 � CC�.3" > DESIGN DATA T l _ qy Owl Sail Bearing Press = 1 ,500 paf J=OOTING Acti-ve Fluid Press = UO pcf Ftq/Soil Friction' ram'' Passive Pressure 150 pcf f 'e Concrete ' s, . 2i000 psi oii Density = 110 pcf Fy - Reinforcement 40,000 psi > WALL LOADING CONDITIONS ;M M _- *ape of Backfill : 1 Design Fluid Pressure :i0,�iJpcf (horia:vert,0=i_eve1) (Go!rrected for 6kape) Surcharge over Toe = 0 psf Surcharge over Hecl _ b psf Shall Surcharge he uaed in' Resisting Moment? Y=1, N=n Sail Ht over Toe - 0 in Axial Load on Stem - 0 plf Wall Ht abcavK:. Soi 1 5 ft Load C Wall Above 8n11= 0 psf ADJACENT FOOTING LOAD Width of Footing 0 ft �. Footing Load - u plf Ftg. Dist. -from 14all' ` C 13 ft Spread Footing ? Depth of Bearing- belatq Y:q1 , .N=0 --> i Sail 0 Hear F.O.W. 0.ft r UNIFORM LOAD (Adr._.,%= " 0 pl f ''Bottom Above T.O.F. 0.00 ft Top. Above J.O F, WALL- & FUOTIN(3 GEOMETRY RETAINED HFIGHT7 4 ft >- Footing Thicknpss � . .12 in 7 K y Depth 7 Toe , Width 0.5 ft > Kay ,Width _ . 12 i n Stem Phdth t?.'67 -it > Toe / ICey Dist. ft ?' ' > Heel Width - 1 ,5 f t FOOT I NO W I DTH = ^2.67 ft 1- STABILITY SUMMARY 1 SOIL PRESSURE C TOE i 1,008 psf . s 1,500 -. .A1 I ow 1 1 SOIL. PRESSURE Q HEEL - .181 psf _ 1 FACTOR OF SAFETY : 'Overturning = 3•.40 > ,'.5.5, �-'> Ol.0 �a�!'" •1;' FACTOR' OF SAFETY' ,' Sl i dii�Ct 1.51 a+ s 1 E�Wr,1( sN�Af7.�1 i .JADE S; TEMs1':; ��flrdY . 777 I R i -A < +AGEI--------- SU J +94 ............... ------- AS RMSED C1W of take ow"M DATE 4:- 5 ----------- ------------------------BROA149 Depc ------------------------- STABILITY CHECK ---------------- > NOTE: Should 1/3 of Active Pressure be used as Vertical Pres-_ure at rear face of stem? V=1 N = o 0 OVERTURNING MDMENI = 625 ft-* RESISTING HOMEN) 2,248 it-# MAX. LATERAI. FORCjE 375 # FACTOR OF SAFETY t Overturning 3.60 SLIDING CHECK -------------- Max. Lateral Force = , 375 # > Ht. of Soil to N*QleCt 0.00 in -Max. Resis. Force 565 # " .Passive Pressur6o 169 F.S. ; Sliding 1.51 Friction Pressure- ;596 SOIL PRESSURE ------------- Eccentricity from CL 0.31 it Kern Distance 0.44 it UN-FACTORED FACTORED ----------- ------- > SOIL PRESSURE TOE 1,008 psi 1,549 Psf > SOIL PRESSURE Ld HEEL 181 ..isf .95 pSf TOE DESIGN Mu' '= Upward = 184.626 ft-9- Mu z -,DESIGN MOMENT '159.25 'f t-# Mu' Dawnward 25.375' ft-# Rebar Cover 3_9 in > Steel Minimum 0.o012 d Thk-Cover . 8.50 in As t Required 0.006 in^2/ft I . . .23.53 As ; Provided 0. 122 i n1-2 if t R-u - 2.4 psi' One Way Shears Tryz #4 0 19.5 #7 0 58.5 Fv = 2*WL^.:5i 89.44 psi #5 0 3Q.5 *8 Q. 77.5 Actual Shear Phi = 0.0{! psi Wk La' 43.5 #9 @ 9E3.5 HEEL DESIGN V Neglect Upward Sail PreSSLtre? Y=I,N=O --> 0 Mu Downward = 929.25 it-# Mu : DESIGN MOMENT" 511-32 it-# Mu' = Upward = 417.926 It-,# Rebar Cover 2 > % Steel flinimum 0.0012 d = Thk-Cavar r 10.00 in As s Required 0.017 in-`,2/4t 'm' 23-1,53 J LAY" F'r.c�;vi,dasd G. 1,44 41n112./-Ft R-at r 5.7. ss n 46 e 'W wy Sh 1s a��: �, •'� r .. � Opt PROJECT:--------------- - - .-.....-•-- SUBJEGTs------------ w-T ------ ..- _ DATE-.------.-- BY Yi y-­__-,.--... - TOP STEM SECTION DESIGN > WALL~MATERIAL-: -CONCRETE = 1, MASONRY = 2 --» 1 <4-~ f 'm Masurary " 1,500 psi > Bottom lit. above TOr m b -ft > Fs For Masonry U 20,000 psi s �,Iwd Section Height 4.50 ft f 'c Concrete 2,000 psi Fy : For Concrete 60,000 psi Total Lateral Pre%%. A. 240 M > Lead Factor T 1.00 Ma:4imum Ms-.Service 324) ft�# > GraUting? Y=1 N-0 > 0 > Intwected ? Y=1 N=O> 0 > WALL THIC14NESS - S )n > Cent.av i , FdgeM2 -'> 2 > REBAR SIZE 0 4 Masonry Actual s;11 ow. REQ'D SPACING a 87.50 in f •m = NA NA psi Rebar Area Suppliad _ rO.0y in^2 fs NA NA psi 'd' for design &.00 1.4� Bond Length ReW d - NA in Allowable Unit Shear 84.4 psi Actual Unit Shear 5,7 psi Ic APPROVED ......- .......»..,....,..w. Ai SWISM CEty .0 Lahra evisom 7" . c f ,r • j+• wfJ'�n '' .. ` •' a - .,A• ,. .. •` f41/'.'ari ,.may,.. ..,L'•'. :a 'ter . •.•�� _• ...y .�� ti.A .r" :. �.S Lf' , • - T J- t -r.'yt _:o__,. � .' it,... Af Y' � '� �����Y •�f •n t 1+`S. ' r .,, '�s`''�a f� �t a+•i ,-f�!!••A 1 � t v .� 1; i�'^Y: rr yy r ,-'rY •Y 4 , ir s' is PLAT j ' i ALV Y Top ago Hr01 eMW (AW) WA-rfx?",c No, 4 t xT 24 oc QG7 G�wcZ ANO y'` $li w a w 1� J. { t tj VED 1 PPR6- ........ AS Iy rA� CkY Ofp Like 1pdV o►ir ±. y . 111nvpbN� Q4� J , o •t tE'' PROJECT 130 South Mail Str"t APPLIC TION FOR AM NO' BUILDING PERMIT Aph 3 VALUATION CALCULATIONS 4st FLOOR SFs 2nd FLOOR SF NAMt - ��+n�t 3rd FLOOR SF OTY GARAGE _ .— SF $TO?iAi7 ,�F yeow if a i1in.9 CA.�.wi.w...a!l+xkwoom Cale..6.y.&,r—; fen f« • cm eft DECK&BALCONIES ---SF PATIO _..._...--.—__.__.YSF + aTr ir, fR'dfE MOO"SIG�Tm �- SF �� - ,n.n► ,,,afes FEES grew Oitewlrc GNP-f eoeuY. E UiLUiNQ pE�IFRIT $ — TYi•F_ __ dV ;� fO OAUR OF ❑AOdlYlpi ZJJ L+?�dF ► R E?F ,`3ALTERAT�['inE ACKISN . .. 6�UIL�11N�f FLAN CHECK •_--...--•-. — t##ARINIf�C�REVIEW FEE cuNGLE FAfKAY w+❑r RAZAMANAI _ _YES— 140 lico"00AUM"" u b SP9RptJQE7LSR 111AEU7 YES 11Cl M WELLANEG 45. ❑Tov�►Ioa s - '^"h PW TO 0000AMO& CINW AL crusa<ofewLD+NG: 'Q 1 W"V y Om I hate rood f s OOMkG*w and wcfe lhof the 4114"wonlwllw,to«xt"l.1 ogee a comply wits,ell arty ..•�aoalry ard4++I+coe o+d sfofe laws reSofMtp ro buN+fl"p end hereby ov*-i-rA --Afat w"d fldf e~WWI the aba6w~rl*"d wop"far ir„cgfc- •.. ,tibrplwe d MplkaM rK Apent pot. qlt Q COWRAPOR D CMNfft