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HomeMy WebLinkAboutEngineer's Report 10.14.2018job No. By CLIENT ancentral, Inc. 4730 Wei rikauf Rd Edgar, WI 54426 Sheet No. Cover Date 10/14/2018 P/?0,Thr Gerstley Residence GENERAL INFORMATION: BUILDING 2015 IBC / CODE: 20; 5 IRC SOILS DATA: Allowable Beariry, - 1500 psy: u-niailjaauna(a4).1aum,Oaus.c...wat 548 BUILDING CODE: LOADS. FOUNDATIONS: CONCRETE: MASON RY: Jnh Name Job No. Page 1 of 19 Sheet No. By Date BASIS FOR DESIGN Page 1 of 1 EDITI THE -IJ Fi 1 +4 -BUIL N.n COPE SEDITION OF THE INTERNATIONAL BUILDING CODE ROOF LIVE LOAD = '_' PSF CRI aE)_ ROOF DEAD LOAD PSF. -FL-Ge,"-Li L3 - -P5`-ekER BLE). ,FLOOR' -I E 1 D"LOA'D FAIR-LAVE-LOA,P =� 'O PSF. ✓WIND LOAD ,' MPH WIND SPEED, EXPOSURE C. E4 6NE__ c =J . SPREAD FOOTINGS SI-IAL_L BEAR ON FIRM,`UNV15-TUR-BLT SetL (CONTROLLED COMPACTED FILL) ✓ MINIMUM BELOW FINI5HEDGRADE. ALLOWABLE BEARING VALUE =-1 P5F. MINIMUM 2B DAY STRENGTH 3,000 PSI EXCEPT AS FOLLOWS: COLUMNS 4,000 PSI TOPPING FOR STEEL DECK 3,000 P51 TOPPING FOR PRECASTUNITS 3,000 PSI FLAT SLABS, BEAMS, WALLS AND GRADE BEAMS 3,000 P51 SLABS ON GRADE 3,000 PSI FOUNDATIONS AND CAISSONS - 2,500 P51 (DESIGN FOR FOUNDATIONS BASED ON 2,500 P51) HOLLOW CONCRETE MASONRY UNITS: F'm =1.500 P51 HOLLOW BRICK MASONRY UNITS: F'm = 2,300 PSI SOLID BRICK MASONRY: (TWO-WYTHE):1,500 P51 (DESIGN BASED ON UN -INSPECTED VALUES) REINFORCING: BARS #5 AND LARGER: Fy = 60,000 P51. BARS #4 AND 5MALLER: Fy = 40,000 P51. STRUCTURAL STRUCTURAL STEEL: Fy = 36,000 P51, STEEL: PIPE STEEL: Fy = 36,000 P51. WIDE FLANGE STEEL SECTIONS: Fy = 50,000 PS!. TUBULAR STEEL:#31. = 46,000 P51. B0115:A3&? az. A 3,Z wwtiv.opelaworx.com WOOD: POST TENSION' NG: Joh Name Job No. By Page 2 of 19 JO/STS WOOP TYP ' 2 X 4 — D.F. STN G 2 X 6 OR LARGER ----------_ D.F. #2 BEAMS WIDTH 4" OR LESS D.F. #1 WIDTH GREATER THAN 4' D.F. #1 LEDGERS r TOP PL -'I TES D.F. #2 STUDS 2X4 2 X 6 OR LARGER D. F.r0`T D.F. #2 POSTS 4 X 6 OR LARGER D,F. #2 6 X 6 OR LARGER D.F. #1 Sheet No. Date BASIS FOR DESIGN Page ca LIED LAMINATED BEAMS Fb = 2,400 PSI, Fv = 155 PSI, Fc (GL LJL 4,t i) C PERPENDICULAR) = 650, E = 1,700,000 P51 POST TENSION/NC Re'INFoQCiNG POST—TEPd51O'NVING TENDON MATERIAL ULTIMATE 51 ENGT1-1 TEMPORAR'i STRESS TO OVERCOME FRICTION ANCHOR S'iikESS EFFECTIVE 5TKE55 ELONGATION www. opelawo rx. co m STRESSED RELIEVED 270 KSI 216 KSI 189 KSl 159 KSI ,0825 IN/FT LOW RELAXATION 270 K51 216 K51 189 K51 174 K51 .0825 IN/FT