2008-P11906 - new structure - Laserfiche WebLink

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5. Allowable Soil Bearin Pressure 1500 sf assumed er IBC 17. Install and com act backfill in lifts not exceedin 12 inches. a � � � THESE PLANS AND SPECIFICATIONS ARE g p � � p p g � Table 1804.2) Backfill shall be compacted to 95% standard proctor density � � � E)CP�RESSLY STRUCTURAL REQUIREMENTS FOR � � vTHIS PROJECT AND ARE DEVELOPED FROM DESIGN CODES: unless noted otherwise by soils engineer. Soils supporting � ..�- � ,n w .INFORMATION PROVIDED. 1. 2015 Edition of the Minnesota State Building Code. exterior slabs�or parking lots shall be compacted according to o $ o � soils engineer s requirements. � OUR INV4LVEMENT IN THE DESIGN OF THIS GENERAL FOUNDATION 8� CAST-IN-PLACE 18. No part of the structure shall be placed on frozen soil. �� �STRUCTURE IS LIMITED TO THE INDIVIDUAL CONCRETE NOTES: 19. Maintain frost depth for all footings. Extend footings to bear � Z MEMBERS ADDRESSED AND SPECIFIED IN THiS GENERAL on natural soils or engineered fill. � ' c = REPORT. ALL OTHER ENGINEERING AND DESIGN = 1. All construction shall be done under the supervision of a 20. Contractor shall be responsible to keep the foundation and soil �� REMAINS THE RESPONSIBILITY OF OTHERS. qualified,experienced concrete contractor. within the building area from freezing during below-freezing �e��a �' STRUCTURAL NOTES: 2. All construction shall be performed in accordance with design construction. � n�� GENERAL: codes of the American Concrete Institute, Concrete 21. Contractor shall be responsible to implement cold weather ��€t � Reinforcing Steel Institute Manual of Standard Practice, and concrete requirements as per ACI 306. E�� N � 1. All construction shall be done in accordance with the good construction practice. ';�i� � 22. Contractor shall be responsible to implement hot weather 9 Minnesota State Building Code. S�p 3. The contractor is to coordinate all underground mechanical concrete requirements as per ACI 305. w 2. Contractors shall verify all dimensions and conditions on site piping and ductwark elevations with the mechanical contractor " � 23. All door opening sizes and locations are to be verified. � � w before construction is begun. All observed discrepancies shall and adjust footing elevations as necessary to conform. �� o < be reported immediately. 24. All concrete shall be protected from premature drying and �' � STEEL REINFORCEMENT freshly placed concrete shall be protected against wash by rain. 3. Structural members including foundations, walls, trusses, 4. "ACI Code of Standard Practices" is to govern fabrication of c � floors, beams, columns, etc. aze designed for "in-place" loads. STRUCTURAL STEEL: all reinforcing steel. y � Contractor is responsible for shoring and bracing, without e 5. Cast-in- lace concrete shall be installed er ACI 318 and ACI 1. Provide structural steel bolts, anchor bolts, misc. parts; weld a� � overstressing, all structural elements as required at all stages of p P plates and inserts as shown on the plans and as required for this 1° Z �°�^ m construction until completion of this project. 301. Install all inserts,dowels,etc. as indicated on plans. � �, ��'�,� buildin g pro ject. o z ��a g M W uiz�� y DESIGN LOADS' 6. Wall reinforcing shall be securely tied in place and floor y � ��o�� � reinforcing shall be properly supported on chairs. 2• All welding shall be by qualified welders and shall conform to a � N �� 1. Roof: Dead Loads: 10 psf(top chord) the AWS 5.1 or 5.5. � � � � ;;:�, U � d c x co 10 psf(bottom 7• Reinforcing supplier is to provide all accessories, chairs, 3. All anchor bolts shall be ASTM F 1554 or equal. � � �"a LL a chord) spacing bars and supports necessary to secure steei in � �, � accordance with"ACI Detailing Manual"latest edition. 4. Ins t a l l (2) ve rtica l re bars (o f same size as wa l l rein forcing) a t � Live Load(snow load): 35 psf each side of each opening. Install lintels as specified below: � 8. Lap all reinforcing bars a minimuxn of 40 bar diameters and a 2. Floor: Dead Loads: 125 psf stagger splices. . Steel Lintels: Steel lintels of sizes indicated shall bear Live Loads: 50 sf 9. Bend all horizontal reinforcing bars a minimum of 24" around a minimum of 8"on each end,on 1/2"x 6"wide x 8" P long bearing plates with(2)5/8"diameter x 6"headed all corners. 2,000 Concentrated studs. Weld one end of beam to plate with 1/4"x 4" Load per IRC R601.5 10. Provide minimum concrete protection for all reinforcement as fillet weld each side of beam. Provide other end(at per section 7.7 of ACI 318 with the following minimum control joint)with side clips which provide lateral 3. Wind load: 90 mph(exposure B) re uirements for cast in lace concrete: Z q P support and allow longitudinal movement. DESIGN STRESSES: . Cast against and permanently exposed to earth 0 - l. Concrete at 28 days 3" � Q Z . Footings f'c=5000 . Exposed to earth and weather#5 bars and smaller W � � � psi 1 '/z" V' p w U . Foundation f'c=4000 • Exposed to earth and weather#6 bars and larger 2" � O Z � psi CONCRETE PLACEMENT Q � Z � 2: Reinforcing 11. All footings are centered under foundation walls and columns � � � � . Reinforcing bars ASTM A-615 Grade 60 Fy=60 ksi above,unless otherwise shown. � Q � � 3. Structural Steel 12. Contractor shall design forms for construction of concrete Z � O U ` . Anchor bolts ASTM F1554 Ft=20 k s i walls. Construct forms to the exact sizes, shapes, lines, and (n - dimensions shown, level and plumb. � � � , . Misc. structural steel ASTM A36 Fy= N � W 36 ksi 13. Do not allow the concrete to drop more than 4 feet into the N � ` forms. � . Structural steel beams,ASTM A992 Fy= � 50 ksi 14. Place concrete in the forms in horizontal lifts of not more that 2 feet and at a rapid enough rate to prevent formation of"cold • Welds=American Welding Society(AWS)A5.1 or �o��» A5.5 and E70XX electrodes 15. Vertical wall construction joints may be used if required by 4. Structural Lumber construction techniques,but are not mandatory. . Sills and all other lumber in contact with concrete or SHEET 16. Shore all foundation walls appropriately (or backfill each side �� masonry-treated#2 S.Pine(See STRUCTURAL equally)befare backfilling and compacting. WOOD for treating requirements.) oF s