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HomeMy WebLinkAboutRS061992 - CALCSLYAPALOS ,A m VVF,RDES Engineering Civil and Structural Consulting O Please Respond To: O Please Respond To: 6027-1 Paseo Delicias 27520 Hawthorne Blvd. P.O. Box 2211 Suite 250 Rancho Santa Fe Rolling Hills Estates California 92067-2211 California 90274-3512 858 759 2434 310 541 5055 858 759 8324 FAX 310 541 0321 FAX ranchosantafe@pvec.com info©pvec.com Structural Calculations Concrete Slab on Grade Prepared For Mark H. Savel Architects, Inc. 10351 Santa Monica Blvd., Ste. 230 Los Angeles, CA 90025 Project Shoreline Repairs 5 Shoreline Pelican Point, CA aO,Cti'rison RCE C5718, exp. 12/31/07 PROJECT ENGINEER March 14, 2007 ff2.Eu ISM IA:a Q 7 PVEC File No. 24-07-160 PALOS VERDES ENGINEERING CORPORATION 6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 1.0 Design Criteria: Code: Timber: Glue -Lam Beams: Sheathing: Engineered Framing: Concrete: Concrete Block: Mortar: Grout: Reinforcing Steel: Structural Steel: Welding Electrodes: Bolts: Soils: References: Shoreline Repairs 24-07-160 2001 California Building Code Douglas Fir -Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: DF-L #1 " Simple Span: Grade 24F-V4 (DF/DF) Cantilevers: Grade 24F-V8 (DF/DF) Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Wood I -Joists: LVL, PSL TJI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Compressive Strength @ 28 days per ASTM C39-96: Footings: f c = 2500 psi Grade Beams: fc = 3000 psi Grade N-I per ASTM C90-95, fm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. fm = 2000 psi @ 28 days. #4 & Larger: #3 & Smaller: `W' Shapes: Plates, Angles, Channels: Tube Shapes: Pipe Shapes: Structural Steel: A615-60 Rebar: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) ASTM A992, Fy= 50-65 ksi ASTM A36, Fy = 36 ksi ASTM A500, Grade B, Fy= 46 ksi ASTM A53, Grade B, Fy=35 ksi E70-T6 E90 Series Sill Plate Anchor Botls & Threaded Rods: A307 Quality Minimum Steel Moment & Braced Frames: A325 (Bearing, U.N.O.) 1000 psf Bearing Pressure Palos Verdes Engineering Corporation Consulting Structural Engineers JOB 24-07-160 SHEET NO 2-, OF CALCULATED BY PSC DATE 3/14/07 6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 CHECK BY DATE Telephone (858) 759-2434 - Fax (858) 759-8324 SCALE 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 9.0 psf 15/32" Sheathing 1.5 psf Roof Framing 2.1 psf 2x6 T & G 1.6 psf Insulation and Misc. 0.8 psf IDL - -ILL Total Load = 2.2 Roof (w/ ceiling) 15.0 psf 20.0 psf 35.0 psf Roofing 9.0 psf 15/32" Sheathing 1.5 psf Roof Framing 1.6 psf Insulation and Misc. 0.9 psf I'DL ELL = Total Load = 2.3 Ceiling Ceiling Joists 5/8" Gyp. Bd. Insulation and Misc. 1DL 'LL = Total Load = 2.4 Walls 13.0 psf 20.0 psf 33.0 psf 1.0 psf 2.8 psf 0.2 psf 4.0 psf 10.0 psf 14.0 psf Exterior Wall Interior Wall 7/8" Stucco 9.0 psf 15/32" Sheathing 1.5 psf 2x4 Studs @ 16" o.c. 1.1 psf 5/8" Gypsum Bd. 2.8 psf Misc. 0.6 psf 1DL = 15.0 psf 1/2" Gyp. Bd. (2 Sides) 4.6 psf 2x4 Studs @ 16" o.c. 1.1 psf Misc. 2.3 psf IDL = 8.0 psf Palos Verdes Engineering Corporation Consulting Structural Engineers 6027-I Paseo Delicias * P.O. Box 2211 * Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 - Fax (858) 759-8324 JOB 24-07-160 SHEET NO 3 OF CALCULATED BY PSC DATE 3/14/07 CHECK BY DATE SCALE 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2x F.J. 5/8" Gyp. Bd. Insulation and Misc. DL = LL = Total Load = 2.6 Wind P = CeCggsl P = 12.9 psf 2.7 Seismic V_ 2.5CaI WDL DL V= 0.21 WDL 5.5 psf 2.3 psf 3.1 psf 2.8 psf 1.3 psf 15.0 psf 40.0 psf 55.0 psf (UBC Equation 20-1) (UBC Equation 30-5) Ce = 0.79 Cq = 1.30 Ca = 0.44 Na Na = 1.20 qs = 12.6 psf I = 1.0 I = 1.00 R = 4.5 r Telephone (858) 759-2434 • Fax (858) 759-8324 VAPalos Verdes Engineering Corporation JOB 24 0 7 - IG a r Consulting Structural Engineers SHEET NO {'1 OF CALCULATED BY PX- DATE 3,1Y•c9 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 CHECKED BY DATE SCALE 3, Li 5ii - (7,1'..A0F.. DiLiV1 DL-(SI). t ? 77P5. I,I ;( I'3r LAY' 2'O1)5F IN DE"51G. Utr. I t3,7, FL. 15,10 -� �Ga = 1 1 azZ LFQ6k4 FIG. 16 -111-5 3ss0 F=-i ;. IS-JJY I ti. A , = 3Z)S 0 L aJ a car pr1 � crtval = 0.00 2. < i 2.•t `� 5 16'4 L, C. h. 0 0,001 1 1) E ae TWL(. CcMc, .:S[ p 1.i1 it 4 @ 1 E °arc. FA .(v / i (M k -- P I_ g1G, i- I 1!- 7 wf 1-c 0.22 z_-MAK SPEC = IL' — h1C. IS TI II-6 Lz Lc. tic 6,5 9L47,f 55151PP,10n 200 rsr-t 1 '< 4.'11' l )4141 L '/ 4i O 9.4 ? + ! 7tt 5 Q - 6.11 -P Palos Verdes Engineering Corporation Consulting Structural Engineers ErA 6027-I Paseo Delicias • P.O. Box 2211 • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 • Fax (858) 759-8324 JOB Z..4.01-16D SHEET NO S OF CALCULATED BY CHECKED BY SCALE DATE DATE a o.- a o, ood K G � 14.1.* O. it 7 a, "e USE IS"- fa " Gc1,l c t_ - - 4e e cf SYMBOLS LEGEND. ANCHOR BOLT SCHEDULE. ._ E W1J ® FOUNDATION NOTES e.Pm m.„ rExort,a' Rim . µ • .wry •war..+e-4u4••••• w. M enn mm�l mrra�rw aim. TYPICAL HOLDOYN OETAIL RII-ERDICE (UNO) FOUNDATION PLAN S I 15" (N) CONC. SLAB PER PLAN *4 DOWELS tp 36" oc W/ MIN. 40 dia. LAP 4 MIN. 4" EMS. 4 EPDXY W/ SIMPSON ET-22. NO SPC'L INSP. 15"x24" GRADE BM W/ 2-*4 TOP 4 BTTM.