Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
18-100540
1 . ', -Sign City of Federal Way Permit #.18-100540-00-SG Community Development Dept. Permit 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253) 835-3050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: LEES AUTOMOTIVE Project Address: 1820 S 341ST PL Parcel Number: 390380 0080 Project Description: Installation of internally illuminated freestanding sign. Electrical by separate permit. Owner Applicant Contractor THOMAS LEELEE'S AUTOMOTIVE MILAN MICHALEKFEDERAL WAY SIGN FEDERAL WAY SIGN LLC(GENERAL 01) 1820 S 341ST PL LLC FEDERWS894DS(3/20/19) FEDERAL WAY WA 98003 34205 18TH PL S 34205 18TH PL S FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 Free Standing Sign Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) (Width(Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft.) Sign A I n/a Pedestal Yes 2 3.00 8.00 4.00 8.00 4.00 400.00 Additional Permit Information Comprehensive Plan Designation Commercial Enterprise Zoning Designation CE PERMIT EXPIRES Saturday, 15 September,2018 Permit Issued on Monday,March 19,2018 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use wfl'be in accordance with the laws, rules and regulations of the State of shington and the City of Federal Way. Q Owner or agent: Date: ` — C ,,�` THIS CARD IS TO REMAIN ON-SITE CITY OF ° Construction Inspection Record Federal Way INSPECTION REQUESTS: (253)835-3050 PERMIT#: 18 100540 00 Address: 1820 S 341ST PL Project: THOMAS LEE FEDERAL WAY WA 98003-6859 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible (read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. 1❑ Footings/Setback(4110) ® Final-Electrical(4055) ® Final-Sign(4085) Approved to place concrete Approved Approved By Date By Date By Date ® Attachment(4010) Approved By Date ❑ Rough Electrical El Final Electrical ❑ Right of Way Approved Approved Approved By Date By Date By Date it RECEIVED CITY OF ~'% FEB 05 2018 SIGN PERMIT Federal Way CITY OF FEDERAL WAY APPLICATION COMMUNITY DEVELOPMENT PERMIT NUMBER l k ' ! D 0 ✓ O ' S TARGET DATE i 3/S-11 g SITE ADDRESS 1 S'z„o S . 1L'-,g*- ?I_. BUSINESS NAME ON SIGN 1,-LEI AVM 1j oil V'E ASSESSOR'S TAX PARCEL# ✓ 9 0 3 ? 0 - 0 0 D v ZONING DESIGNATION C ELECTRICAL INCLUDED(Attaching to existing J-box) dip PROJECT VALUE $ 5 3 g0-- ) DETAILED PROJECT DESCRIPTION liwAr `t-' „n — e-4410(2.4-a,kr.t per_ t tit-k-Col-ix-r-- &4- . SIGN OWNER: NAME PRIMARY PHONE Imes (2S3) g$3 - 4100 MAILING ADDRESS FAX NUMBER 18t.o 3+i1 c* Fe ( ) - CITYSTATE ZIP CODE E-MAIL ADDRESS .. .e.2 . W A GC goo's CONTRACTOR: NAMEOFFICE PHONE I 0 �siot�,c, l-LX. (253) 52-`, - 'moo U MAILING ADDRESS ' 1 ) CELL PHONE *bt1-2-cDS 1 :4-L.. K. ( ) - CITY STATEZIP CODE E-MAIL ADDRESS Vect . ' • W .5q 00 3 '1.c.tie s .c b uC.. WA STATE CONTRACTOR'S LICENS 4 EXPIRATION DATE: FEDERAL WAY BUSINES LICENSE: FED Er.W S : 4- DS --2-c.^ SIE>1el APPLICANT NAME 'feet' tont4c4..i (PRIMARY PHONE - MAILING ADDRESS FAX NUMBER ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS PROJECT NAME s�( ' ,A PRIMARY PHONE ^ E-MAIL ADDRESS:CONTACT ► `I L4 (2C5) G19- KJ Lk ^1.uC t' rti-otr:Cout_ I certify under penalty of perjury that the information furnished by me i i true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises perform the work for which the permit application is made. t SIGNATURE v`�_" DATE: PRINT NAME PERMIT CENTER+33325 8Th AVENUE SOUTH+FEDERAL WAY,WA 98003-6325+253-835-2607+FAX:253-835-2609+permitcenteifa,citvofederalway.com PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument,Pedestal,Pole) (#of faces x 2) (square feet) HEIGHT HEIGHT V " T C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): \3 0 BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED (Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE A B C D E LARGEST EXPOSED BUILDING FAC SQUARE FEET): EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 E-2 E-3 E-4 E-5 Bulletin#102—May 3,2016 Page 2 of 3 k:/Handouts/Sign Permit Application Scott Sproul From: Roddy J. Nolten <rno110@rjnconsultants.com> Sent: Monday, March 12, 2018 10:07 AM To: Scott Sproul Cc: Milan Michalek Subject: Lee's Automotive sign Attachments: CCF03122018_00000 jpg; CCF03122018_00001jpg Scott, Please find 2 sheets pertaining to the sign for Lee's Automotive which I prepared for Federal Way Sign Co. Milan choose to use the 24" rnd x 3' deep foundation. Regards, Roddy J. Nolten. ALE RECEIVED MAR 1 2 2018 CITY OF FEDERAL WAY 1 COMMUNITY DEVELOPMENT li RJN&ASSOCIATES PROJECT: LEES AUTOMOTIVE SIGN PAGE: EMB-1 I " CLIENT: FW Sign DESIGN BY: RJN JOB NO.: 2018003 DATE: 1.25.2018 REVIEW BY: Flagpole Footing Design Based on Chapter 18 of IBC&CBC INPUT DATA&DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL 7 (1=YES,0=N0) 1 P ,----11,-----, LATERAL FORCE @ TOP OF POLE P= 0.99 k I HEIGHT OF POLE ABOVE GRADE h= 4.8 ft e DIAMETER OF POLE FOOTING b= 2 ft h LATERAL SOIL DEARING CAPACITY S= 0.15 ksf/ft If ISOLATED POLE FACTOR(2015 IBC 1806 3.4) F= 2 FIRST TRIAL DEPTH ===> d= 3 ftR(20151 11 2 ft dia x 3.23 ft deep footing restrained @ ground level d A 14 et v..5L4 e.. : 21" ei X '.S`ch-cit , ) ANALYSIS • 1 .� LATERAL BEARING @ BOTTOM: s,=ES A4in(d . 12') LATERAL BEARING @ d/3: (d Si=F.S A1in 3 , 12) 4P RECEIVED FIL bS, AI 1+ 11+4.6 FOR NONCONSTRAINED MAR 12 2018LPME REQUIRD DEPTH: a= LL 4 25Ph ,FOR CONSTRAINED OS, CI,TY OF FEDERAL WAY � -„DEVEONT NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P => 0.99 k 0.99 k HEIGHT OF POLE ABOVE GRADE h => 4.8 ft 4.8 ft DIAMETER OF POLE FOOTING b => 2.00 ft 2.00 ft LATERAL SOIL BEARING CAPACITY FS => 0.30 ksf/ft 0.30 ksf/ft 1ST TRIAL TRY d1_> 3.00 ft 3.00 ft LAT SOIL BEARING @ 1/3 d S1 => 0.30 ksf 0.30 ksf LAT SOIL BEARING @ 1.0 d S3 => 0.90 ksf 0.90 ksf CONSTANT 2.34P/(bS1) A => 3.86 - - REQD FOOTING DEPTH RQRD d=> 6.82 ft 3.35 ft 2ND TRIAL: TRY d2=> 4.91 ft 3.17 ft LAT SOIL BEARING @ 1/3 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING @ 1.0 d S3 => 1.47 ksf 0.95 ksf CONSTANT 2.34P/(bS1) A => 2.36 - - REQD FOOTING DEPTH RQRD d=> 4.88 ft 3.26 ft 3RD TRIAL: TRY d3=> 4.90 ft 3.22 ft LAT SOIL BEARING @ 1/3 d Si => 0.49 ksf 0.32 ksf LAT SOIL BEARING @ 1.0 d S3 => 1.47 ksf 0.96 ksf CONSTANT 2.34P/(bS1) A => 2.36 - - REQD FOOTING DEPTH RQRD d=> 4.89 ft 3.24 ft 4TH TRIAL: TRY d4=> 4.90 ft 3.23 ft LAT SOIL BEARING @ 1/3 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING @ 1.0 d S3 => 1.47 ksf 0.97 ksf CONSTANT 2.34P/(bS1) A => 2.37 - - REQD FOOTING DEPTH RQRD d=> 4.89 ft 3.23 ft 5TH TRIAL: TRY d5=> 4.90 ft 3.23 ft LAT SOIL BEARING @ 1/3 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING @ 1.0 d S3 => 1.47 ksf 0.97 ksf CONSTANT 2.34P/(bS1) A => 2.37 - - REQD FOOTING DEPTH RQRD d=> 4.90 ft 3.23 ft This document is the sole property of RJN Consultants. Any reproduction of this document without' the written approval of the above consultants is strictly prohibited. Any modifications or use of this document for any other project without written approval by RJN Consultants, shall render the above Consultants harmless from any litigation or suit caused by their use and modification, RECEIVED FILE Nr avoPEcuz Z:o� 1B CITY EM ) AREA "A" tl � _. 1! ° i! AREA "B" f.t i —11 zo,i0 x 3 01 ,a\ ti 24" d4-117 RJN & ASSOCIATES LEE'S AUTOMOTIVE SIGN ARCH - ENGR DESIGN GROUP 1820 s. 344th Place (253) 874-9323 Federal Way, WA 98003 1220 SOUTH 988th ST. SUITE A-9 FEDERAL WAY.WASHINGTON 98003 . t . • DESIGN OF FREESTANDING SIGNS : Wind load per ASCE 7-10, Sect. 29.4 1 Project: Lee's Automotive sign I r — 11820 S.344th Place, FW I Risk category i Rc I it ! 1 tbl 1.5-1 Basic wind speed J Vt 110 fig.26.5 Directional factor Kdt 0.85 I I tbi.26.64 Exposure category Ec B sect.26.7 Topographic factor I lc 1.0 I fig.26.8--1 IGust effect G 0.85 I I sect.26.9 Vel. Pres.exposure ( K, I 0.57 I tbi 29.3-1 T** ;Velocity pressure qh ,-, Eq.29.3-1 Force coefficient Cf 1.7 (*++) Eq.29.4-1 Wind force F see equation below I Eq.29.4-1 1-- Velocity Velocity pressure qz= 0.00256 KZKZtKdV2(lb/ft2) F=ghxGxCfxA$(Ib) Determine Cr for ea.case (+++) (see hand cals.) 1.Determine F for each area of composite sign 1 2.Obtain resultant and multiply with distane to ground=h 3.Determine Moment at base=Mime — — f+—�,•• -- --- _I 1 U — L II =o i Sr- 'h it : a � 11°. �Il) .t 1 t ' RJN&ASSOCIATES Roddy Nolten, P.E. - f `- -- Jan.26.2018 i ( ..(.., -2- a, I I 1 1 Project: Lee's Automotive sign 1820 S.344th Place, FW 7, i ,j ► 1 er .. ! ,a I : 2 c. a S /4 I l 12J4 -/ -, JC1ClkJl A __ •#t.,-e.-41 ., f-= 15 ' 9' c i.ek , 4 K lit .„p 1 1 i 1 _ _. Glx, cos 0( / .7 4 '3 2 = 69 '4` S;, ►, g --,r - I E/ _ .o _ f,® 1 I 4 2,, ' "l (G+2, �l of ) - - sJ _ '-I0 _ — — — —, 1 _ 72. ¢ / Sx . Bc /.4-r, = 2 6 I Fly he Mr F ` 65144 6 ' , 4i64141 �- t Pte. Z74 " 2 ' J z I St : 1:�bxiz- J,. 26it ; -c.- ggo tN6-_ -41st 14' I 4' P c. 5-u t.....4, c..,, rte.4 I v,- .e,,.... c.� MINIMUM DESIGN LOADS Design Wind Loads All Heights • Figure 29.4-1 ' Force Coefficients,Cf Solid Freestanding Walls - Other Structures & Solid Freestanding Signs 8 `1 I 1 SOLE/SIGN OR S ' e Ba Moe >14 I rtiktsrAnoncwrLL CASE A _ h ././ F F LI WIND� I F Gad1N09URfNCe 1 CASE C ELEVATION VIEW ,'. F ! 7., RANGE et2 F CASE B E=rR 1 ,4 ;2 "_ ; F ,�, am 1 F F F WSID I F tuz ••••.•�•� • a24i if` ""D GROUND 1�� RANGE CROSS-SECTION VIEW PLAN VIEWS C,,CASE A&CASE B Clearance Aspect Ratio.B/s Ratio.s/h <0.05 1 0.1 0.2 0.5 ' 1 ' 2 4 i 5 10 20 ' 30 2 45 1 1.80 1.70 1,65' 1.55 1.45 1.40 1.35 1.35 1.30 1.30 1.30 1.30 0.9 1.85 1.75 1.70 1.60 1.55 1.50 1.45 1.45 1.40 1.40 1.40 1.40 0.7 1.90 1.85 1.75 1.70 1.65 1.60 1.60 1.55 1.55 1.55 1.55 1.55 0.5 1.95 1.85 1.80 1.75 1.75 1.70 1.70 1.70 1.70 1.70 1.70 • 1.75 0.3 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.80 1.85 1.85 1.85 0.2 1.95 1.90 1.85 1.80 1.80 1.80 1.80 1.80 1.85 1.90 1.90 1.95 5 0.16 1.95 1.90 1.85 I 1.85 1.80 1.80 1.85 ) 1.85 1.85 1.90 1.90 1.95 :m; Region 1 Cr.CASE C Reg on (n«tianui Aspect Ratio,B/s fee e Aspect Ratio,B/s dindwane iron drama fan edge) ' wndearl edge) 2 3 4 5 6 7 8 9 10 windward edge) 13 45 O to s 2.25 2.60 2.90 3.104 3.30" 3.40* 3.55' 3.65" 3.75` 0 to s 4.00* 4.30" s to 28 1.50 1.70 1.90 2.00 2.15 2.25 2.30 2.35 2.45 s to 2s 2.60 2.55 2s to 3s 1.15 1.30 1.45 1.55 1.65 1.70 1.75 1.85 2s to 3e 2.00 1.95 3s to 10s r"fii:." f -`" 1.10 I 1.05 1.05 1.05 1.05 1.00 0.95 3s to 4s 1.50 1.85 by'Va'ues shah be m0illg Daedudiond Ors Reduction Factor KM VIEW of WALLoR sea WITH4s to 5s 1.35 1.85 r r os o_so A RETURN CORNER 5s to 10s 0.90 1.10 turn comer is present 1.0 0.75I /".I.< >1 >10s 0.55 0.55 e2 I 0.60 ( we+o 6 Notes: 1.The term"signs"in notes below also applies to"freestanding walls" 2.Signs with openings comprising less than 30%of the gross area are classified as solid signs. Force coefficients for solid signs with openings ' shall be permitted to be multiplied by the reduction factor(1-(1-e)' ). 3.To allow for both normal and oblique wind directions,the following cases shall be considered: a` For s/h<1: CASE A: resultant force acts normal to the face of the sign through the geometric center. CASE B: resultant force acts normal to the face of the sign at a distance from the geometric center toward the windward edge equal to 0.2 times the average width of the sign. if''' For B/s 2 2,CASE C must also be considered. CASE C: resultant forces act normal to the face of the sign through the geometric centers of each region. Fors/h=1: The same cases as above except that the vertical locations of the resultant forces occur at a distance above the geometric center equal to 0.05 times the average height of the sign. 4.For CASE C where s/h>0.8,force coefficients shall be multiplied by the reduction factor(1.8-s/h). 5. Linear interpolation is permitted for values of s/h,B/s and tis other than shown. ,.:4."'''''''',„°-- 6.Notation: B:horizontal dimension of sign.In feet(meters); h:height of the sign,in feet(meters); §*^^. s:vertical dimension of the sign,in feet(meters); e:ratio of solid area to gross area: tot Lhorizontal dimension of return corner,in feet(meters) 311 RJN s ASSOC!A,TES PROJECTCLIENT: LEE'S AUTOMOTIVE SIGN PAGE: EMB-1 : FW Sign DESIGN BY: RJN i JOB NO.: 2018003 DATE: 1.25.2018 REVIEW BY: . Flagpole Footing Design Based on Chapter 18 of IBC&CBC INPUT DATA&DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL? (1=YES,O=NO) 1 yes P LATERAL FORCE©TOP OF POLE P= 0.99 k HEIGHT OF POLE ABOVE GRADE h= 4.8 ft DIAMETER OF POLE FOOTING b= 1.67 ft h LATERAL SOIL BEARING CAPACITY S= 0.15 ksf/ft ISOLATED POLE FACTOR(2015 IBC 1806 3 4) F= 2 FIRST TRIAL DEPTH _=> d= 3 ft -4------ Use 1.67 ft dia x 3.43 ft deep footing restrained @ ground level d I 20 ISK'SSS` CL 1 U I ANALYSIS LATERAL BEARING©BOTTOM: s,=FS Min(d . 12') LATERAL BEARING @ d/3: d S,=FS Min(3 12'1 A_2.34P hS, II (2(1+-(I+4' hl FOR NONCONSTRAINED REQUIRD DEPTH: d_ L VVVVVV lI } 4.25Ph ,FOR CONSTRAINED I bs3 NONCONSTRAINED CONSTRAINED LATERAL FORCE cQ TOP OF POLE P => 0.99 k 0.99 k HEIGHT OF POLE ABOVE GRADE h => 4.8 ft 4.8 ft DIAMETER OF POLE FOOTING b => 1.67 ft 1.67 ft LATERAL SOIL BEARING CAPACITY FS => 0.30 ksf/ft 0.30 ksf/ft 1ST TRIAL TRY d1=> 3.00 ft 3.00 ft LAT SOIL BEARING(d 1/3 d S1 => 0.30 ksf 0.30 ksf LAT SOIL BEARING©1.0 d S3 => 0.90 ksf 0.90 ksf CONSTANT 2.34Pf(bS1) A => 4.62 - - REQD FOOTING DEPTH RQRD d=> 7.75 ft 3.67 ft 2ND TRIAL: TRY d2=> 5.37 ft 3.33 ft LAT SOIL BEARING©1/3 d Si => 0.54 ksf 0.33 ksf LAT SOIL BEARING C4/1.0 d S3 => 1.61 ksf 1.00 ksf CONSTANT 2.34P/(bS1) A => 2.58 - - REQD FOOTING DEPTH RQRD d=> 5.19 ft 3.48 ft 3RD TRIAL: TRY d3=> 5.28 ft 3.41 ft LAT SOIL BEARING C� 1/3 d Si => 0.53 ksf 0.34 ksf LAT SOIL BEARING(d 1.0 d S3 => 1.58 ksf 1.02 ksf CONSTANT 2.34P/(bS1) A => 2.63 - - REQD FOOTING DEPTH RQRD d=> 5.25 ft 3.44 ft 4TH TRIAL: TRY d4=> 5.26 ft 3.42 ft LAI SOIL BEARING @ 1/3 d S1 => 0.53 ksf 0.34 ksf LAT SOIL BEARING©1.0 d S3 => 1.58 ksf 1.03 ksf CONSTANT 2.34P/(bS1) A => 2.64 - - REQD FOOTING DEPTH RQRD d=> 5.26 ft 3.43 ft 5TH TRIAL: TRY d5=> 5.26 ft 3.43 ft LAT SOIL BEARING©1/3 d S1 => 0.53 ksf 0.34 ksf LAT SOIL BEARING©1.0 d S3 => 1.58 ksf 1.03 ksf CONSTANT 2.34P/(bS1) A => 2.64 - - REQD FOOTING DEPTH RQRD d=> 526 ft 3.43 ft P.,/ RJN&ASO SCIATES PROJECT: LEES AUTOMOTIVE SIGN PAGE: EMB-1 , CLIENT: FW Sign DESIGN BY: RJN JOS NO.: 2018003 DATE: 1.252018 REVIEW BY: - Flagpole Footing Design Based on Chapter 18 of IBC&CBC INPUT DATA&DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL? (1=YES,O=NO) 1 les P 1== --- LATERAL FORCE @ TOP OF POLE P= 0.99 k HEIGHT OF POLE ABOVE GRADE h= 4.8 ft i DIAMETER OF POLE FOOTING b= 2 ft h LATERAL SOIL BEARING CAPACITY S= 0.15 ksf/ft ISOLATED POLE FACTOR(2015 IBC 1806 3 4) F= 2 i FIRST TRIAL DEPTH ===> d= 3 ft i�� -�ffA 1.- Use 2 ft dia x 3.23 ft deep footing restrained©ground level d i I ANALYSIS . 1• LATERAL BEARING @ BOTTOM: S.=FS Mrn(d , 12') LATERAL BEARING©d/3: (d S,=F:S Alin(31 , 12 A=- 341 fiS, 1-1 r1 T v1+ A 4 h ,FOR NONCONSTRAINED REQUIRD DEPTH: d.=, -�- - '4.25Ph ,FOR CONSTRAINED V bs3 NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P => 0.99 k 0.99 k HEIGHT OF POLE ABOVE GRADE h => 4.8 ft 4.8 ft DIAMETER OF POLE FOOTING b => 2.00 ft 2.00 ft LATERAL SOIL BEARING CAPACITY FS => 0.30 ksf/ft 0.30 ksf/ft 1ST TRIAL TRY d1=> 3.00 ft 3.00 ft LAT SOIL BEARING @ 1/3 d S1 => 0.30 ksf 0.30 ksf LAT SOIL BEARING @ 1.0 d S3 => 0.90 ksf 0.90 ksf CONSTANT 2.34P/(bS1) A => 3.86 - - REQD FOOTING DEPTH RQRD d=> 6.82 ft 3.35 ft 2ND TRIAL: TRY d2=> 4.91 ft 3.17 ft LAT SOIL BEARING @ 1/3 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING©1.0 d S3 => 1.47 ksf 0.95 ksf CONSTANT 2.34P/(bS1) A => 2.36 REQD FOOTING DEPTH RQRD d=> 4.88 ft 3.26 ft 3RD TRIAL: TRY d3=> 4.90 ft 3.22 ft LAT SOIL BEARING @ 1/3 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING @ 1.0 d S3 => 1,47 ksf 0.96 ksf CONSTANT 2.34P/(bS1) A => 2.36 - - REQD FOOTING DEPTH RQRD d=> 4.89 ft 3.24 ft 4TH TRIAL: TRY d,1=> 4.90 ft 3.23 ft LAT SOIL BEARING @ 1/3 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING @ 1.0 d S3 => 1.47 ksf 0.97 ksf CONSTANT 2.34P/(bS1) A => 2.37 - - REQD FOOTING DEPTH RQRD d=> 4.89 ft 323 ft 5TH TRIAL: TRY d5=> 4.90 ft 3.23 ft LAT SOIL BEARING @ 113 d S1 => 0.49 ksf 0.32 ksf LAT SOIL BEARING©1.0 d S3 => 1.47 ksf 0.97 ksf CONSTANT 2.34P/(bS1) A => 2.37 - - REQD FOOTING DEPTH RQRD d=> 4.90 ft 3.23 ft R Q 00 4 N lit Landscaping must include vegetation - Z Q A E7 and may include other materials and components .___ v such as brickwork, planter boxes, etc- 0. : L C7 rte' leo` . _____T r•-• \F,, .. V ' ;* C= = cc. co. \ ..L: ,,- 7v S3 g -V- G �' �� a rn- s. .53 in F. m �o =I M • Z 7; 5... . (J rril co VI" ry immim is= r ri t tao` Z h w 41 roll I 7 tZD d� T _ ...... + 0 z ^n • z mint ° d`c.L• Q co _ ,G ` ac> > 4n r In b v N • vm cr l711.M3 111 Crl 33 2 -10 if �olr 4-1—vv qta M r;:awani '' _IAl mD oo v rG ' 1 \ \ \ b. __o c • .� _i sz ....... =, 0. Ni , ,::„--c rn V V cl. Ofr' I r i 7-n-I to v, '� 8l/5/Z 31b'a cC C17 •7 ITS 3AlIOWOlflb'S,321 R` -� L rn r a,' u6!S lelsapad I3 f'O2�d C`} m -v L weld Ts1�8 S OZ8l :SS32jdab' . 9 g n1 .4 m° 0S-00-0175001-81 =14 11WH3d