2002-P05797 - foundation only - Laserfiche WebLink

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STRUCTURAL NOTES These notes are provided for typical conditions. See plans and details for specific requirements in other areas. EXISTING CONDITIONS Verify all dimensions, elevations, and detail of existing structure where they affect this construction. Notify engineer if there are any deviations from the contract documents. COORDINATION - ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Verify all depressions, dimensions, elevations, openings, equipment supports, and details and coordinate by reference to architectural, mechanical and electrical drawings. OPENINGS Verify size and location of all openings with architectural, mechanical and electrical drawings. Place openings in floor and roof not shown on drawings between structural members. Notify Structural Engineer before openings larger than 12" in any dimension are added. Obtain prior approval from Structural Engineer before making any openings through structural members if the openings are not shown on the drawings. DESIGN CODES AND STANDARDS Minnesota State Building Code (MSBC) (1998) Uniform Building Code (1997) - As amended by the Minnesota Building Code American Concrete Institute - Building Code Requirements for Reinforced Concrete (ACI -318-95) American forest and Paper - National Design Specification for Wood Construction -1991 Edition DESIGN STRESSES Reinforcing Steel (Fy) = 60,000 psi (A615 -96a, Grade 60) Concrete (fc) Compressive strength in 28 days: = 3,500 psi for interior slab on grade = 3,000 psi for footings, and masonry core fill Masonry (fm) Prism Strength in 28 Days =1,500 psi unless noted DESIGN LiVE LOADS Roof Snow Load Parameters = Ground Snow Load = 57 psf Snow Exposure Coefficient (Ce) =0.7 Occupancy Importance Factor =1.0 Snow Drift Loads in accordance with UBC Appendix Chapter 16 as modified by the MSBC. Typical Floors = 50 psf Stairs and corridors =100 psf Stair Treads = 300 # concentrated load Basic Wind Load Parameters Exposure B Wind speed 80 MPH Importance factor 1.0 Stagnation pressure 17 psf Lateral Soil Equivalent Fluid Pressure = 50 pcf TEMPORARY BRACING Provide temporary bracing for all walls until they are of adequate design strength and are properly anchored in final form. SOIL BEARING DESIGN VALUE An assumed soil bearing value of 2000 psf is used in the foundation design. BACKFILLING Do not backfill or compact earth against walls retaining earth until supporting slabs have reached 75% of the r design strength or adequate bracing is in place. Provide bracing designed and certified by an Engineer licensed in the state in which the project is located. Submit design and calculations to Structural Engineer for review only, Backfill evenly on both sides of foundation walls to prevent overturning or lateral wall movement. SHORING Provide temporary shoring for existing construction until new construction is in place and properly anchored in final form. CONCRETE REINFORCING GENERAL Provide standard hooks where hook lengths are not specified. CONCRETE COVER ON REINFORCING Footings = 3" clear bottom and sides = 2" clear top Slab on Grade and Topping Slab = Place reinforcing in upper third of slab• Masonry Walls =112" from inside face of cell if not centered in cell FOOTINGS For wall footings, provide 32 bar dia. lap at reinforcing splices and full crossing lap at intersections. - Unless otherwise noted, center wall footings under walls and column footings under columns. Footing elevations shown on plan are to top of footing (TOF). Hook wall and column dowels at 3" clear bottom of footing. CONCRETE SLABS ON GRADE If control joints are not shown on plan, place control/oonstnrctran joints at columns and provide additional 'joints to meet the spacings indicated below: Exterior slabs, 10'-0" oc maximum interior slabs, 12'-0" oc maximum ` Interior slabs with carpeting, 20'-0" oc maximum "L" shaped panels and rectangular panels (with length to width ratio greater than 1.5) are not ailowed. All control/construction joints must be continuous and not staggered or offset. NON-BEARING WALLS Provide thickened slab 16" wide x 8" deep wl 2- #5 continuous reinforcing bars below non-bearing masonrywalls. REINFORCED CONCRETE BLOCK WALLS When one bar is required in a single core, place in center, unless noted otherwise. When two bars are required in a single core, place one near each face. Lap vertical reinforcing 48 bar diameters at splices. Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing for reinforcing below bearrs. Fill block core at vertical reinforcing (8" minimum length along wall) with 3000 psi concrete. Vibrate in place. Rodding and puddling are not allowed Maximum concrete core fill lift height is 8 feet. Provide cleanouts if lift height exceeds 4'-0". Provide horizontal joint reinforcing at 16" o.c. OE PLAN NOTES ( UNLESS NOTED OTHER WISE) 1. ALL CONTINUOUS FOOTINGS TO BE 2' WIDE x V DEEP WITH 2-45 CONTINUOUS. 2. FLOOR SLAB TO BE 4" CONC. SLAB ON GRADE - OVER 6" SAND BASE, OVER 6 MIL POLY VAPOR RETARDER. 3. TOP OF SLAB TO MATCH EXISTING ELEVATION REFERENCED AS 100'-0". 4. ALL CMU WALLS TO BE VERTICALLY REINFORCED WITH #4 @ 48". DOWEL INTO FOOTING TO MATCH REINFORCEMENT. MATCH EXISTING FOOTING ELEVATION - VERIFY EXISTING CONDITIONS. PROVIDE 245 x 3'-0" DRILLED AND ADHESIVE ANCHORED INTO EXISTING FOOTING. LOCATE BARS 6" ABOVE BOTTOM OF FOOTING OALL EXTERIOR SLABS TO BE PLACED ON 4'-0" FREE DRAINING GRANULAR MATERIAL COMPACTED TO 98 % STANDARD PROCTOR. REINFORCE SLABS WITH #4 @ 12" E.W. TIE INTO MASONRY WITH #4 x 4'-0" EQUAL LEG BENT DOWEL TO MATCH REINFORCING. e Ia 1 1 3" !1-lII 2-' S 9 32" O.C. Jill � t 2 EACI� CORE) $, TOP OF SLAB ON GRADE SEE PLAN I rl" � ll { 11 * 5 +BOOKED DOUEL5 19 32" O.C. F"ROJ? CT 32" INTO CMU 11 j (I 4 - 0 5 DONT. .5 x 3'40" a 16" O.C. rOP OF FOOTING EL. VAIRES -SEE PLAN a --- -- -J —fid C .{ SECTION FOOTING 1 314'- 11_0" N T.G.F. 98'-0° %).W,g 105'-4" 5 jS S- - r------1— I— G--I--t--� L-- L1----- ---- ------ --i� '---------------- ` T.O.F. 99'-4" J -NI11_ --� I — — —T —I GRAIN T- F- I—I—i —I — — — — — — — — — — — — — — — T 96'-0"i i 061-011 - I —l'-4 FLOOR r S„ g" 1 1 0 1 1 SLAB I I I i 100'-0" -1 �S oe L 4- r c T.OF. 96'-0" i I--- -----J �� -- 16 -8 - t -:� '02'-8" T.OIIJ. 6 105'-4" 'TOTE: TOP OF FOOTING T.Oij. - 'rOF OF W4LL FOUNDATION PLAN 1;8• - -o' NORTH EXI5TING FLOOR \/ SLAB 6 100'-0" - FIELD VERIFY ACTUAL ELEVATION SUMP BASIN 10'-8" ------------------- --- y ORONO CUP CITY OF OIRONO BUILDING P ' .M" PLAN REVIEW' INSPECTOR DATE 11-12-02— — - rJf� in full cor•,.r arcs : L3 - y LU�. Flequ+rrr�sn Cit, - KEEP rHiS F=LAN. - SET ON SI -IE" AT AUL TIMES AARCHTECT. RAFFERTY RAFFERTY TOLLEFSQN ARC TECTS 253 EAST FOURTH STREET SAINT PAUL, MINNESOTA 55101 (651) 224-4831 FAX (651) 228-0264 wESSITE: www.rrtarchitects.com CONSULTANTS: STRUCTURAL & CIVIL: WBM 104GINMS 5930 BROOKLYN BOULEVARD MINNEAPOLIS, MN 517429 Met TEMPLE OFJSRAEL 2324 EMERSON AVENUE SOUTH MINNEAPOLIS, MN 554M (621) 374-4321; fax (621) 377-030 Z IS- Z Z - 1 10/25/02 ISSUE FOR FOUNDATION PPERAAIT: ISSUE DATE I hereby certify that this P' sp rat an or report was prepared' by rare or under my direct supervision and that ! am a duty dicensed Architec# and x._ tie laws of Thr,Stgte bf Minnesota} PRINT NAME: ALBERT/W. ! INDEKE SiGNATuRE: . DATE:' . �u' REG.. NO: Project No- 0206.05 Drawn} By: Checked By:ti COMO M MZ UT ARCk#WM AL1. MMU ROYFI3. 67(P�VVRPROMX" CSRtYtiti p�41R!)IR1tK)N WHOM Sheet Title FOUNDATION PLAN Sheet Number A 1,01 Lfiq !-on �C; 3 K