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Home My WebLink AboutMIS98-00192 Foundation Plan - COM Engineering / Geo-Tech Reports - 2/26/1998 ZJS ENGINEERING SERVICES INC. 350 S . MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER Cascade Floral Products <Pascal Steel> DATE 2-02-1998 JOB NUMBER 8676-8 CONTENTS Foundation Plan V v Page Number : 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan CHECK FOUNDATION = 150. Lb - Specific Weight Of Concrete c Ft3 fp = 2500 Lbz - Compressive Strength Of The Concrete in = 1000. Lb - Min. Soil Pressure @ 1' -0" ps Ftz p = 100. Lb - Min. Lateral Bearing Pressure L Ft2 p = 130. Lb - Min. Lateral Sliding Resistance F Ft2 1. 1 @ Type 1 At Rigid Frames Use 4'-9" Sqr. x 2'-0" Deep Concrete Footing With #4 Rebar @ 12" c/c And 6 in. Concrete Slab D = 2.00 Ft [ Depth Of The Footing ] r = 4.75 Ft [ Width Of The Footing ] A = r2 = 22.56 Ft.2 ( Area Of The Bottom Of The Footing ] t = 6.0 in. [ Thickness Of The Slab ] Lc [ Effective Length Of The Slab ] Vertical Down P =VERT. 25.7 kip See Reactions DOWN P VERT. 1200 Lb > DOWN = 1139 Lb OK Ps Ftz A Ftz Vertical Up P UPRT.= 3.5 kip See Reactions P = A D = 6.54 kip FOOTING C Page Number : 3 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan Safety = 2 Stress Increase Due FTo Wind Or Seismic 1. 33 p PFRICT. ( 2 ) ( 4 r ) 6 S D = 3.47 kip Refer To Section 1807. 10 Of UBC 1994. PWEIGHT ( 2 Lc ) Lc t Tc = 2.63 kip SLAB Find Lc Slab Lc r Ftg. P V E RT. UP t Slab f 2 Lc = 12 6n. tz S [ Section Modulus For 12 in. Strip ] M ALLOW= f S ( Allowable Bending Moment ] 2 M = 0.85 t c L2 [ Moment Due To Self Weight ] M = M Lc = 4.19 ft. ALLOW P + P + P FRICT. WEIGHT WEIGHT Safet = FOOTING SLAB = 3.6 OK Y I� P VEERT. Page Number : 4 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan Horizontal P HORIZ. = 3.9 kip Use #4 x 10'-0" Hairpin And (2) 1" Dia. A.B. With (1) 3" x 3-1/2" x 1/4" x 1'-0" Long Thrust Angle To Transfer The Horizontal Force To Footing/Slab 1.2 @ Type 2 At Rigid Frames Use : 6'-3" Sqr. x 2'-0" Deep Concrete Footing With #4 Rebar @ 12" c/c And 6 in. Concrete Slab D = 2.00 Ft [ Depth Of The Footing ] r = 6.25 Ft [ Width Of The Footing ] A = r2 = 39.06 Ft.2 [ Area Of The Bottom Of The Footing ] t = 6.0 in. [ Thickness Of The Slab ] Lc [ Effective Length Of The Slab ] Vertical Down P =VERT. 46.5 kip See Reactions DOWN P VERT. p = 1200 Lb > DOWN = 1190 Lb OK s Ft2 A Ft2 Vertical Up P VERT.= 4.3 kip See Reactions UP PWEIGHT A D Tc = 11.32 kip FOOTING Page Number : 5 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan Safety = 2 Stress Increase Due FTo Wind Or Seismic 1. 33 p PFRICT. ( 2 ) ( 4 r ) 6 s D = 6.65 kip Refer To Section 1807. 10 Of UBC 1994. PWEIGHT ( 2 Lc ) Lc t Tc = 2.63 kip SLAB Find Lc Slab Lc r El P VERT. UP t Slab I f y 2 Lc —� S = 12 in. t2 [ Section Modulus For 12 in. Strip ] M ALLOW= f S [ Allowable Bending Moment ] 2 M = 0.85 t c L2 [ Moment Due To Self Weight ] M = M Lc = 4.19 ft. ALLOW P + P + P FRICT. WEIGHT WEIGHT Safet - FOOTING SLAB = 4.8 OK Y I� P VEERT. Page Number : 6 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan 1.3 @ Type 4 At Corners Use : 2'-3" Sqr. x 1'-6" Deep Concrete Footing With #4 Rebar @ 12" c/c And 6 in. Concrete Slab D = 1.50 Ft [ Depth Of The Footing l r = 2.25 Ft [ Width Of The Footing l A = r2 = 5.06 Ft.2 [ Area Of The Bottom Of The Footing l t = 6.0 in. [ Thickness Of The Slab l Lc [ Effective Length Of The Slab l Vertical Down P =VERT. 5.20 kip See Reactions DOWN P VERT. 1100 Lb > DOWN = 1027 Lb OK ps Ft2 A Ft2 Vertical Up P VERT.= 1.13 kip See Reactions PWEIGHT A D Tc = 1.10 kip FOOTING Safety = 2 Stress Increase Due FTo Wind Or Seismic 1. 33 p PFRICT. ( 2 ) ( 4 r ) 6 S D = 1.49 kip Refer To Section 1807. 10 Of UBC 1994. PWEIGHT ( Lc )2 t lyc = 1.31 kip SLAB Find Lc Page Number : 7 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan Slab Lc r Ftg. P VERT UP T t Slab Lc --� S = 12 in. t2 [ Section Modulus For 12 in. Strip ] M ALLOW= f S [ Allowable Bending Moment ] 2 M = 0.85 t c L2 [ Moment Due To Self Weight ] M = M Lc = 4.19 ft. ALLOW P + P + P FRICT. WEIGHT WEIGHT Safety - FOOTING SLAB _ 3.5 OK I� P VERT. Page Number : 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan 1.4 @ Type 3 At Endwall Use : 3'-3" Sqr. x 2'-0" Deep Concrete Footing With #4 Rebar @ 12" c/c And 6 in. Concrete Slab D = 2.00 Ft [ Depth Of The Footing ] r = 3.25 Ft [ Width Of The Footing ] A = r2 = 10.56 Ft.2 [ Area Of The Bottom Of The Footing ] t = 6.0 in. [ Thickness Of The Slab ] Lc [ Effective Length Of The Slab ] Vertical Down P =VERT. 11.13 kip See Reactions DOWN P VERT. = 1200 Lb > DOWN = 1053 Lb OK ps Ft2 A Ft2 Vertical Up P UPRT.= 2.70 kip See Reactions PWEIGHT A D Tc = 3.06 kip FOOTING Safety = 2 Stress Increase Due FTo Wind Or Seismic 1. 33 p PFRICT. ( 2 ) ( 4 r ) 6 s D = 3.45 kip Refer To Section 1807. 10 Of UBC 1994. PWEIGHT ( 2 Lc ) Lc t zc = 2.63 kip SLAB Find Lc Page Number : 9 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 8676-8 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 2-02-1998 Reference: Cascade Floral Products <Pascal Steel> Description: Foundation Plan Slab Lc r Ftg. P UPRT. t Slab f �— 2 Lc S = 12 in. t2 [ Section Modulus For 12 in. Strip ] M = f S [ Allowable Bending Moment ] ALLOW 2 M = 0.85 t 7c L2 [ Moment Due To Self Weight ] M = M Lc = 4.19 ft. ALLOW PFRICT. + PWEIGHT + PWEIGHT �/ Safety = FOOTING SLAB = 3.38 OK P UPRT.