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HomeMy WebLinkAbout321 SUMMERHILL DR_ 1 • �` � � Sj�X�f G lei ne STRUCTURAL CAL s - �lJA.AT�® Q w r F KENTUCKY FRIED CHICKEN LAKE ELSINORE, CALIFORNIA MASONRY RETAINING WALL FOR Aft- Or S City of �ukl• t�,�� 2 +�l� O i r� ,f ' 3 ' may'IbM-+wwC'ab_ O 'E•` A+ ~CS+.le�.nOVA t- w�7 iPv.f2Kiw ...-w...rit."■�w. s ,..L,i, fiL�^ A.,44 "} , r •�19. - r � ' of LLi.�ww'LL. G r x��_r.!w..aiiiKi' Ms------- Allowable,,, beari. 1,500 ------ ADDED :. _ b------- Aetive Literal ` p` PSf �Axiacl DL `on Hv 32.0 _puf Akial_LL on ate ► 0 Pif , ` . . .$xdpa Adkiv %A0 Psf Surcc Left of CL0.000 PZ f -Active Press Limit -. in Bkfill Slvp`e(0�1eve1). 0 Os1 charge .over Toes � 0.0 � Passive Lateral Surcharge over Heel' Psf Soil Density, 240 pcf Using Su rc • D.0 Psf ,y Y 110.0 pef overturnin rg to resist f Soil fit over Toe g f� Heel 6.0 in ® Toe Yes ---- ADDED LATERAI, -I,t� Yes ADS � Lateral Load Acting_ ----- _-`-- AWACINT. FOOTING -wwwn►--_-- a _ On Stem Above Soil P 30.00 sf Vertical load 0 If P . . .Ecc. (Toe side +} +� 0.00 in Add'1 Lateral Load g Footing Width 0.0 if-. Fai� to Ft 0.00 ft . . .height to stop s 0.00 ft a To Stem to Ftg. CL= 0,00 ft `<::....' . •.a$aght to start = Ptg• Base Above/Below Soil 0.00 ft At Wall Face + - �a. Ef.00 ft ------ Footing Type- .__-__-wr____ WALL & F©OTING DATA --- Liter Retained Height 4.00 ft ---r- .�..�M,._--__ Wall Fit. Too Width - above soil - 0.00 ft Heel Width C.SO ft Total Wall Height a 4.00 ft 1. 0 ft Key Depth 0.00 in Total Width _-..•.---KOy Width 0.00 in ffi 2.00 ft Key Dist. €t Thickness to Toe 0.000 12.00 in r _ -=_-= � a+Raaearamssr•aaesa Pressure @ Toe rac� SUMMARY a=== •��..w.. 1,353 paf Pressure @ Heel ,� Factors of Safety;' Allowable Press. a 0 Psf Overturning v Eccentricity1,500 Psf Sliding 1.77 :1 Resultant outside Middle•2'hird 05 in Allowable Shear MN 2. 12 :1 Note: Pt• Not Used fa�c Soil Pre 1-Way Smear @ Toe . . 7b• . 3 psi. 1-Way shear Q Heel . 6.3 Psi rse8a»asssarss�rsaa�es�wtzsa�aersrsosa�es��oir�sseasacrrs���aa�rzi 6.0 psi - --------r---------n----r-ww-r- I�lrl��gMr�Qi�i71ROt• SLIDXNG CHECK - ��f°ww ""�'- . . 1�tg/Soil Friction � -----------------=ft-w Tot Lateral Force* w------- soil @ Toe Not Used 0.00 in 1.5" 54£.0 #w factor of Safety 2.12 (-)Passive Pre,:eure 270.0 (-)Friction 503 1 # _- _ _ Add 1 Force Rsgfd • ----- 3. 1 # (Using .r�CI-Factors_---- r _- FOOTING DESIGN --- - Toe--- --Hep.l-- ----....------- ACI 9.1 pressure 1,894 f�c Mu - upward 0 Psf Fy 2,000 psi a 0 0 ft-# Upward soil 60,000 psi Mu - Downward 0 ft-� prPs• used on 0 Mu - Design ,� 0 0 ft-# •.-w_---- Rebar Choices One-Way ;hear: Toe(bot) Heel(top) -- Vu 6.32 6.04 psi #4 @Not Reqd in Not Reqd in vn-2(f'c:) 1/2*.85- 76.03 76.03 si #5 @Not Reqd in Not Read in Rebar CL To Edge ,. 3_n0 P #6 @Not Reqd in Not Reqd in Depth to steel .. 9.00 in #7 @Not Reqd in Net Reqd in Ru - Mu/bdA2 v �. . 0 9. . 0 in #8 @Not Reqd in Not Reqd in Min. Rebar Ratio m 0.0018 0.0 #9 @Not.; Reqd in Not Reqd in #10 @Not Reqd in Not Reqd in 71. 3as' � s f 2 tem Constiutction Data ^ - H3.ghest,, a+a --:ram. —.-•i.l•w�... DESICPi HT.- ��4in. _ . 0.00� ft :o ;`. WALL TYPE AHOVS=HT. dasoniy t Thickness (nominal), _ ' 8.00 in Rebar Size # d n Rebar Spacing 16.Q41 in �? Rebar Placed at Center` - DESIGN DATA. . . •. . . . . . . . . . . . . . . . . . . -. . . . . . . . .. . .. . t ... ., . . . . , . . . fb/Fb * fa/Fa = . 0.491• Lateral Load @ Design Hi = 252 # o MOMENT. . . . . Actual = 341 - ft-# Allowable =a . 693 ft-# SHEAR. . . . . . Actual = 6.25 psi Allowable. 22.33 psi Embedment Length Req'd = 6.00 n Wall Weight = 78.0 ---- psf Rebar Placed at Depth =d'- 3.75 in MASONRYDATA. . . . . . . . . . . . . . . . .. . . . . . fem - 1,500 psi Fs a 24,000 psi Grouting Full Special Inspection No n Ls / Em 25.78 S/hy(o�rt Tern Increase B 1.33 _ CON foe psi Fy psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -I- Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# -- _----- --- -------- ------ -------- -----_• Heal Active Press. 400 1.67 667 Soil over Heel 367 1.59 581 Toe Active Press. -36 0.50 -18 Soil over Toe 28 -0.25 7 Sloped Soil -@ Heel 0 0.00 0 Adjacent Ftg. Load a 0 0.00 0 0 0.00 0 - Surcharge @ Reel s 0 0.00 0 Surcharge @ Toe 0 0.00 0 0 0.00 0 Axial Load on Wall 0 0 0.00 0 Load @ Proj . Wall = 0 5.00 0 Averaged Stem Wts. 312 * . a3 260 Earth Behind Stem 0 0.00 0 Added Lateral Load >• 0 0.00 0 Footing Weight .. 300 1.00 300 Key Weight s 0 0. 00 0 Vert. Componant of 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS 364 649 1,006 1, 147 Totals used for Soil pressure, Pv Not Included= 1,006 -- 1, 147 o a STRUCTURAL.CALCUL ATION FOR - - x KENTUCKY FRIED CHICKEN LAKE ELSINORE, CA CUPOLA FRAMING .,m IT FOR lvt_ VED, APP Adis III AM M.a, 19� iv o� ot take ad"" Dept. - "- CARLSON DESIGN A CONSTRUCTION CQ II c ANAHEIM, CA �l'�TEOF CAli4��` n t ►NEI 2x& �!Q Phi= >r z Ti L-F- I- 12.0r P5F kx& o POW FL Px 2-7 3 x `,c tix� F�DR � oK PL1= - 1 1 ti5�t'"'► 4 x 6 0 K �I •, � Vie.-7. �sdr _ � FE May "" �Fsiaf�/ltG• � _ � t wo, IL 10 moor rR� . Fw = 18 P r x �;" x 4' + 18 P61= x g.S' :$T R UGT .�.: .tea._.,.. cne, 0/1- - w 1 N PwAp v C F P o t4r) M A/T = IS P6F C 5` �,'3 K 7' s 41►Q f�1 a - . 95 t ia1�� L') 11.70 q 1 19 'yy is M. a' O"A r 6lMPfPdN E�rc- OK GAF' � 1►a 30 i4 - SIMFlbo D -2- hid. <<A9 S I Y lisp 9 S pbr 4 C Y x to t 13 PSF `z 9 17 3.� t t537!v�,st to 4