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Home My WebLink About2318 S Laurel St - Buildinger/ e S 9-e en-r• V N /,f-. -t y Qur oQ_• C!,r.,.c„r e e €4' 9 r, 6 e Le A 9 e (e s, vv 4, erg tt z. L°Gt- /w N t N 7 v' 4 //i 7 r 9 99'6 3 0 2318 S Lci e 1(087 .te ld"' t re_ ff t re s t h r a —y y apt 1f d•/ We T loo n P in/ 4'9 363 06o) y5---2_—z09 Retaining Wall for Priest -Bear Foundation Wall Configuration Summary (a) (b) (c) (d) (e) (f) (9) (h) (i) (k) G) Wall Height Soil Backfill Reinforcement Footing Reinforement Thickness Requires Vertical Horizontal Longitudinal Front Back Depth Dist. from Face Wall Bent Vert. (Ft.) (Ft.) (o c.) (o c.) (o c.) (In.) (In.) (In.) (In.) (in.) Steel 7 South -west 6 West 99005wt 6'-6" 51 611 4 North -west Retaining Wall #4 8" o.c. #4 8" o.c. #4 8" o.c. 14" 24' 10" 4' 8" yes #4 6" o.c. #4 8" o.c. #4 8" o.c. 14" 25" 10" 2" 8" yes #4 @16" o.c. #4 16" o.c. #4 16" o.c. 12" 12" 10' 4" 8' no Page 1 Z Retaining Wall Priest -Bear 7 Apr 99 7 ft. wall Moment Soil Pressure Soil Height Height of wall Height of footing Distance from wall face to steel Thickness of wall Footing front Footing back(under soil) Weight of soil Weight of Concrete phee angle Sliding friction phee Soil Pressure Bearing Soil Pressure Horizontal Anchor Bolt shear strength Moment Floor Anchor Bolts Moment from Bldg. Load Moment from Horizontal Steel Moment Wall Moment Footing Moment Soil Moment Soil Pressure Total Overturning Moment Rectangular Soil Pressure Triangular Soil Pressure Critial Factors: Minimum steel ratio Fy fs Fc Factor of Safety 99030w2 4181 12 Ft. Lbs. 6210.19 Ft. Lbs. 735 P1 2.45 P2 00015 40,000.00 P S 1. 20 000 00 P S.I. 0 85 2,500 00 PSI 1 70 Retaining Wall South Wall Distance between Corners Vertical Loads Minimum steel Maximum steel a= Moment Ultimate (min. reinf Moment Actual Area Steel Required Area of Steel per bar Bar Spacing #4 @8 "o.c.= Page 1 15 Ft. 96 in. Live Load of Building 84 in. Dead Load of Building 10 in. Wall 4 in. Footing 8 in. Soil 24 in. Total 14 in. 115 pcf Rectangular Soil Pressure 3.83 P1 160 pcf Triangular Soil Pressure 1 92 P2 33 Degrees Factor to zero P1 1 92 0 3 100 Uniform P1 1319.50 P:S.F 1500 P S.F Triangular Pressure P2 1422.76 P.S.F 1214 40 P L.F of wall Footing pressure on soil side. 0 per bolt 2 o c. Retainina Wall Overtuminq 0.00 Ft. Lbs. plus 0.00 Ft. Lbs. plus Moments about front toe 2221 33 Ft. Lbs. plus Soil Pressure Moment 1742.22 Ft. Lbs. plus Factor of safety 979 63 Ft. Lbs. plus 3488.33 Ft. Lbs. plus Sliding Friction Resistance 4250.40 Ft. Lbs. minus Allowable Pressure 0.00 P L.F of wall 0.00 P L.F of wall 746 67 P L.F of wall 511 11 P L.F of wall 1073.33 P L.F of wall 2331 11 P L.F of wall 8431 52 4250 40 198 >20K. 8392 P L.F of wall 2420 P.S.F 0 144 Sq. In. /Ft. 1 114 Sq. In. /Ft. 0.2259 In. 1 679.21 Ft. Lbs. 1 017 07 Ft. Lbs. 0 305 Sq. In. /Ft. 0.2 Sq. In. 8 In. 0.300 Sq. M. OK. 3 Retaining Wall Wall Horizontal resistance: Spacing of Horizontal Steel Area of steel per bar Length of wall btwn corners Resistive Moment Capacity Soil pressure capacity Footing moment Reduction Horizontal steel Minimum steel 0 144 Sq. In. /Ft. Area of Steel per bar Bar Spacing #4 @8 "o.c.= Footing Reinforcement: Spacing of Steel Area of steel per bar 4 8" o.c.e.w Page 2 8 in. 0.2 Sq. In. 15 Ft. 20,400 In. Lbs. 91 PSF 2,221 Ft. Lbs. 0.2 Sq. In. 8 In. 0.300 Sq. In. OK. 16 in. 0.2 Sq. In. 0.150 Sq. In. OK. y Retaining Wall Priest -Bear 7 Apr 99 6 ft. wall Moment Soil Pressure Soil Height Height of wall Height of footing Distance from wall face to steel Thickness of wall Footing front Footing back(under soil) Weight of soil Weight of Concrete phee angle Sliding friction phee Soil Pressure Bearing Soil Pressure Horizontal Anchor Bolt shear strength Moment Floor Anchor Bolts Moment from Bldg. Load Moment from Horizontal Steel Moment Wall Moment Footing Moment Soil Moment Soil Pressure Total Overturning Moment Rectangular Soil Pressure Triangular Soil Pressure Critial Factors. Minimum steel ratio Fy fs Fc Factor of Safety 99030w3 84 in. Live Load of Building 72 in. Dead Load of Building 10 in. Wall 2 in. Footing 8 in. Soil 25 in. Total 14 in. 115 pcf Rectangular Soil Pressure 3.92 P1 160 pcf Triangular Soil Pressure 1 96 P2 33 Degrees Factor to zero P1 1 96 0.3 100 Uniform P1 1156.34 P.S.F 1500 P S.F Triangular Pressure P2 1239.63 P.S.F 929 78 P L.F of wall Footing pressure on soil side. 0 per bolt 2 o c. Retainina Wall Overtuminq 0.00 Ft. Lbs. plus 0 00 Ft. Lbs. plus Moments about front toe 204 00 Ft. Lbs. plus Soil Pressure Moment 1546.67 Ft. Lbs. plus Factor of safety 1022.69 Ft. Lbs. plus 3130 56 Ft. Lbs. plus Sliding Friction Resistance 2944.29 Ft. Lbs. minus Allowable Pressure 2959.62 Ft. Lbs. 5699.91 Ft. Lbs. 767 =P1 2.56 P2 0.0015 40,00000 P S.I. 20,000 00 P S.I. 0 85 2,500 00 PSI 1 70 Retaining Wall South Wall Distance between Corners Vertical Loads Minimum steel Maximum steel Moment Ultimate (min. reinf Moment Actual Area Steel Required Area of Steel per bar Bar Spacing #4 @6 "o.c.= Page 1 30 Ft. 0.00 P L.F of wall 0.00 P L.F of wall 640.00 P L.F of wall 522.22 P L.F of wall 939.17 P L.F of wall 2101.39 P L.F of wall 5903.91 2944.29 2.01 >2OK. 7565 P L.F of wall 2305 P.S.F 0 144 Sq. In. /Ft. 1 670 Sq. In. /Ft. 0.2259 In. 2,543.21 Ft. Lbs. 1 965.48 Ft. Lbs. 0 393 Sq. In. /Ft. 0.2 Sq. In. 6 In. 0.400 Sq. In. OK. Retaining Wall Wall Horizontal resistance: Spacing of Horizontal Steel Area of steel per bar Length of wall btwn corners Resistive Moment Capacity Soil pressure capacity Footing moment Reduction Horizontal steel Minimum steel 0.144 Sq. In.IFt. Area of Steel per bar Bar Spacing #4 @8 "o.c.= Footing Reinforcement: Spacing of Steel Area of steel per bar 4 c 8" o.c.e.w Page 2 8 in. 0.2 Sq. In. 30 Ft. 10,200 In. Lbs. 11 PSF 204 Ft. Lbs. 0.2 Sq. In. 8 In. 0.300 Sq. In. OK. 8 in. 0.2 Sq. In. 0.300 Sq. In. OK. G Q Retaining Wall Priest -Bear 7 Apr 99 4 ft. wall or shorter Moment Soil Pressure Soil Height Height of wall Height of footing Distance from wall face to steel Thickness of wall Footing front Footing back(under soil) Weight of soil Weight of Concrete phee angle Sliding friction phee Soil Pressure Bearing Soil Pressure Horizontal Anchor Bolt shear strength Moment Floor Anchor Bolts Moment from Bldg. Load Moment from Horizontal Steel Moment Wall Moment Footing Moment Soil Moment Soil Pressure Total Overturning Moment Rectangular Soil. Pressure Triangular Soil Pressure Critlal Factors: Minimum steel ratio Fy fs Fc Factor of Safety 99030w4 1358.31 Ft. Lbs. 2164.21 Ft. Lbs. 3.56 P1 119 =P2 0 0015 40 000.00 P S.I. 20 000.00 P S.I. 0.85 2,500.00 PSI 1 70 Retaining Wall South Wall Distance between Corners Vertical Loads Minimum steel Maximum steel a= Moment Ultimate (min. reinf Moment Actual Area Steel Required Area of Steel per bar Bar Spacing 4 16 "o.c.= Page 1 30 Ft. 54 in. Live Load of Building 48 in. Dead Load of Building 10 in. Wall 4 in. Footing 8 in. Soil 12 in. Total 12 in. 115 pcf Rectangular Soil Pressure 2.67 P1 160 pcf Triangular Soil Pressure 1 33 P2 33 Degrees Factor to zero P1 1 33 0.3 100 Uniform P1 851.26 P.S.F 1500 P S.F Triangular Pressure P2 -727 73 P.S.F 384.24 P L.F of wall Footing pressure on soil side. 0 per bolt 2 o c. Retainina Wall Overturning 0 00 Ft. Lbs. plus 0.00 Ft. Lbs. plus Moments about front toe 90 67 Ft. Lbs. plus Soil Pressure Moment 568.89 Ft. Lbs. plus Factor of safety 474 07 Ft. Lbs. plus 1121.25 Ft. Lbs. plus Sliding Friction Resistance 896.57 Ft. Lbs. minus Allowable Pressure 0.00 P L.F of wall 0 00 P L.F of wall 426.67 P L.F of wall 355 56 P L.F of wall 517 50 P L.F of wall 1299.72 P L.F of wall 2254 88 896.57 2.52 >2OK. 4679 P L.F of wall 2017.5 P.S.F 0.144 Sq. In. /Ft. 1 114 Sq. In. /Ft. 0.2259 In. 1 679.21 Ft. Lbs. 485.70 Ft. Lbs. 0 146 Sq. In. /Ft. 0.2 Sq. In. 16 In. 0.150 Sq. In. OK. 7 O Retaining Wall 99030w4 Page 2 Wall Horizontal resistance: Spacing of Horizontal Steel Area of steel per bar Length of wall btwn corners Resistive Moment Capacity Soil pressure capacity Footing moment Reduction Horizontal steel Area of Steel per bar Bar Spacing #4 @16 "o.c.= Footing Reinforcement: Spacing of Steel Area of steel per bar 4 16" o.c.e.w 16 in. 0.2 Sq. In. 30 Ft. 10,200 In. Lbs. 11 PSF 91 Ft. Lbs. Minimum steel 0 144 Sq. In. /Ft. 0.2 Sq. In. 16 In. 0.150 Sq. In. OK. 16 in. 0.2 Sq. In. 0.150 Sq. In. OK. 8 Treat Drain Rock around 4' Perforated Drain ABS Longitudinal Reinforcement I PT 2"x6" Plate 1/2"x10"anchor bolts 72" o C. 3_ 2318 S Laurel Soil BackfillN Horizontal Reinforcement (d)– 4t ClIenti Mr Clarence Bear 2x4 shear key in construction joint Necesary when Bent Vertical Steel required (J) (I) t:1 7 lop o n to 13 r1 1/400 COP Concrete FotAnciat on Rctainig cp CA) CD 1/40 1/40 Port An9eles, WA 98362 (g) Footing Ba Reinforcement Clearance— 1-- Distance from Face to 1 reinforcement (1) Vertical Reinforcement Longitudinal Reinforcement (e) 44, surface with water proofing material—, 1 I 1 1 11 I P Wall Footing ro I- 0 n 0 1St. rp 5 n <4. 5 n n 0 Ui Wall Section co \ote; Concrete to oe 2500 psi or stronger Rebar to be grade 40 Footing sides may be poured against soil n p 0 0 c+ n c e Consulting Engineer 1401 W 7th (360)452-2098 Port Angeles, WA 98363 ,CI g -4rA,3....torixa (71 b a /V) jyy) ,411 <"14- I .4 it XV') .0, w 2X hi I 1 45'1-e g z V CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N~ 17704 tJ - ,J '7' Fc:;; Port Angeles. Washlngtonm....__mmm......._____m______mmmmm____.m. 19______._ In accordance with the City Ordinance to regulate the Installation. extension. or repair of elec- trlcal equipment In. on. or about any building or other structure In the City of Port Angeles. per- mission is hereby granted to ~ork as listed below. Address ___i?.._ :?/.--T..-#--...------7.7-;.;-.--I.!--------------.----m-----..-- OCCUpanCy_____~m-_m__mm_______ Owner __m_~.~----~----m---.-..___.. Tenantm____n_._______m__..__._m_mm..n__._________mm_m...___ / Wiring Contractor __~____._...__m__mm______.._m___m By..______m__._.___mm_.__.___.m___m_._m.___m...___________ :J Light Outlets......h___.____..............._.._..... Service, volts ..........._________..........__h..___ Type of Wiring: (; Receptacle Outlets______._....................... No. wires ..............______.............______ Dryer, KW ___u.un..u.........____.___........___ Size wfres...._................__.___........_.. Range, K\V ____0.__..0...0.________0.__. Main fuse ____.__....................__._........ Water Heater: Enclosure ....__...............__.____._......... KW.n..n____m..____m__ Type of wiring: Entrance Cable ..............__.__.......... Heat: KW........_............____........................__ Motors: size, volts and phase: Rigid Conduit ...............__.............. Metalllc Tubing .........................__ h..........h____........._____............_______........ Current transformers: No. & Size............__..............__......... Ser. No.........._.....__..___..........__.____....... Ser_ No...............____.............__.______..... Ser. No...____....................................__. Armored Cable ..........__.................. Non-Metallic .........___....____............_ Knob & Tube.................._..._.__...__.. RIgid Conduit .....__....._______............ Metallic Tubing .........._...........__.__ Raceway __.___.____............_....._._..._ Circuits, Light..........__...._...................... Utility ........__............._.................__. Heat ......................................._..__ Range ......................_______..__.__......... Water Heater .....___....________....___.... Motor ......__..___..._.............__.._..._.._... Dryer ........_________...._..............__.__...._.. Furnace .....___._..__...........__._.___............. Total :Load........____.._.............. Ser. No.................._.......................... Total ._..._...........______..__._.......... Rzmarks: --m-:;:.-r!!.,'-i--,-:"!~{;~----.---C~~-~.___mm.___.__m__._...__mm._______m__m_.....000__._.000.000__.000_ h.-....n.------nu.u-nnn.nnunnnnnu.nnnnnnh_nnnuuuonnnnn..-n-nnn....n.__n_u..n____uu...nn.u.....unnnn_un_u_u___..nnu. -;~~;~-;~~m.--------m-----nn-m-;~~~~-.--;~~~;~~-..----n---m---.-nm------...m"j;"1!-m)l:~-mT-mmm-- $..mm_.._.m_m_....__mm___.. NO.m.__m.......m____..... By -_.-7J:.._..Jm_!.__L~...__m__._._.J..~~__._ NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- cEaled due notice must be given the Inspector so that work may be Inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N~ 17704 Address........._...........__......_...........__.............._....................._..................................-......._.____._......Date..._......_.._.___._..........__....._.........__...._. Owner ..---................-...............___._._.._....._____..._.._...................__.____.......______...........__....__. Tenant_...____......___________....___________......_____..__......____... Wiring Contractor.._____.h........................._................................_....__...........n..........._...._........__..__. By.__.......______..............._.._........_____.............. \ NOTICE-Current must not be turned on until Certlflcate of Inspection has been issued. If work I~ to be con. qtaled due notice must be given the Inspector so that work may be inspected before concealment. t \ 1M Olympic Printers, Inc.