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DESIGN CRITERIA & LOADING 1. CODE: 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE 2020 MINNESOTA STATE BUILDING CODE (MSBC). 2. DESIGN LOADING DEAD LOADS (D) MATERIALS CALCULATED LIVE LOADS (L) OFFICE AREA AND ELECTRICAL DRAWINGS. 100 PSF MECHANICAL AREA PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL EMBEDMENTS 300 PSF STAIRS & LANDINGS #3 100 PSF GRATING & GRATING PLATFORMS DESIGNED 100 PSF I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT AMA DULY LICENSED EQUIPMENT LIFTING HOOKS PROJECT 2000 LBS ROOF LIVE LOADS (L/r) PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g O LTO N & MEN K UNIFORM DRAWN 20 PSF EQUIPMENT LIFTING HOOKS SIGNATURE: 2000 LBS SNOW LOADS (S) Author 481N. Pg GROUND SNOW LOAD 2638 SHADOW LANE, SUITE 50 PSF Pf FLAT -ROOF SNOW LOAD CHECKED 42.4 @ ROOF TRUSSES TYPED OR PRINTED NAME: 200 38.5 @ ALL OTHER LOCATIONS Ce SNOW EXPOSURE FACTOR 621N. 1.0 IS SNOW LOAD IMPORTANCE FACTOR 1.1 Ct THERMAL FACTOR #9 1.1 @ ROOF TRUSSES (952)448-8838 104 IN. 1.0 @ ALL OTHER LOCATIONS CS SLOPE FACTOR #10 1.0 Pd DRIFT SURCHARGE LOAD(S) 118 IN. XX PSF w WIDTH OF SNOW DRIFTS #11 871N. 113 IN. WIND LOAD (W) V BASIC WIND SPEED 90 MPH (3 SECOND GUST) Vasd ASD WIND SPEED (V*x(0.6)) XX MPH RISK (OCCUPANCY) CATEGORY III EXPOSURE CATEGORY C GCpi INTERNAL PRESSURE COEFFICIENT +/-0.18 C&C WIND PRESSURE XX PSF EARTHQUAKE (E) RISK (OCCUPANCY) CATEGORY III le SEISMIC IMPORTANCE FACTOR X.XX SS = X.XXg S, = X.XXg SITE CLASS A SDs = X.XXg SD, = X.XXg SEISMIC DESIGN CATEGORY C SEISMIC FORCE RESISTING SYSTEM V DESIGN BASE SHEAR XX KIPS CS SEISMIC RESPONSE COEFFICIENT X.XX R RESPONSE MOD. COEFFICIENT X (OR N/A) ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE FLUID (F) WATER 62.4 PCF SLUDGE 70 PCF LATERAL EARTH PRESSURE LOADS (H) DESIGN WATER TABLE 905.0 FEET 100 -YR. FLOOD ELEVATION NA BACKFILL FRICTION ANGLE 30 DEGREES Ko 0.5 Ka 0.33 Kp 3.0 SOIL UNIT WEIGHT, DRY 120 PCF SURFACE SURCHARGE 300 PSF SOIL - AT REST (ABOVE WATER TABLE) 60 PSF/FT. SOIL - AT REST (BELOW WATER TABLE) NA RAIN (R) i RAIN INTENSITY SPECIAL LOADS (IF APPLICABLE) FLOOD DESIGN DATA (IF APPLICABLE) NO I DATE I BY REVISIONS REMARKS XX.X IN/HR NO I DATE I BY REVISIONS REMARKS GENERAL NOTES 1. TYPICAL STRUCTURAL DETAILS AND NOTES SHALL APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. EXAMINE SITE AND DRAWINGS TO DETERMINE LOCATIONS AND DIMENSIONS OF UTILITIES, AND SITE IMPROVEMENTS. 3. BEFORE CONSTRUCTION FABRICATION AND ERECTION OF ANY MATERIALS, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT DISCREPANCIES TO THE ENGINEER AT ONCE FOR RESOLUTION. 4. ALL DIMENSIONS, LOCATIONS, ELEVATIONS AND CONDITIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 5. THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN ITS COMPLETED STATE. CONTRACTORS AND THEIR SUBCONTRACTORS SHALL TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO WITHSTAND ALL HORIZONTAL AND VERTICAL LOADING THAT MAY BE ENCOUNTERED DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMPLETION OF THE STRUCTURE. 6. ALL MNDOT REFERENCES IN DRAWINGS & SPECIFICATIONS REFER TO THE "STANDARD SPECIFICATIONS FOR CONSTRUCTION", 2018 EDITION. 7. WRITTEN DISTANCES & ELEVATIONS SHALL GOVERN OVER SCALED DISTANCES & ELEVATIONS. 8. ELEVATIONS ARE BASED ON THE BENCH MARKS NOTED ON THE DRAWINGS. EXCAVATION NOTES: 1. TEMPORARY GROUND CONTROL IS BY CONTRACTOR DESIGN. 2. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY SHEETING AND BRACING NECESSARY TO PROTECT PERSONNEL AND ADJACENT PROPERTY FROM INJURY OR DAMAGE DURING CONSTRUCTION OPERATION. 3. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND STRUCTURES, UTILITIES, OR UTILITY POLES WILL REQUIRE PROTECTION AND SUPPORT TO PREVENT DAMAGE OR INTERRUPTION TO SERVICE. THE COST TO PROVIDE THIS PROTECTION SHALL BE INCLUDED IN THE CONTRACTOR'S TOTAL BASE BID PRICE. MASONRY NOTES: 1. CONCRETE MASONRY UNITS (CMU) AND FACE BRICK SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE. 2. PROVIDE OPEN -CORE STYLE CMU FOR ALL MASONRY WALLS. 3. PROVIDE BULL NOSED CMU FOR ALL INTERIOR EXPOSED MASONRY WALL CORNERS, DOOR JAMBS AND MASONRY OPENINGS UNLESS NOTED OTHERWISE. 4. PROVIDE VERTICAL #5 @ 48" REINFORCEMENT FOR ALL WALLS UNLESS NOTED OTHERWISE. 5. GROUT FULL ALL CMU CORES CONTAINING VERTICAL REINFORCEMENT. 6. INSTALL HORIZONTAL JOINT REINFORCEMENT BETWEEN EVERY OTHER COURSE OF CMU. 7. PROVIDE MASONRY CONTROL JOINTS WHERE INDICATED ON THE DRAWINGS OR AT A SPACING OF NOT GREATER THAN 20 FEET. 8. TOOL ALL MASONRY JOINTS CONCAVE. 9. PROVIDE 16" DEEP LINTEL AT MASONRY OPENINGS 4'-0" AND LESS. PROVIDE 24" DEEP LINTEL AT ALL OPENINGS GREATER THAN 4'-0". PROVIDE (2) #5 IN ALL LINTELS. 10. GROUT SOLID ALL BOND BEAMS AND VERTICAL CORES CONTAINING REINFORCEMENT, EMBEDMENTS AND ANCHORS. 11. ALL REINFORCING BARS SHALL BE SPLICED WITH A MINIMUM LAP SPLICE EQUAL TO 48 BAR DIAMETERS. PRECAST CONCRETE PLANK NOTES: 1. PRECAST CONCRETE PLANK SHALL HAVE A 1 -HOUR FIRE RATING UNLESS NOTED OTHERWISE. 2. VERIFY ALL PLANK PENETRATION SIZES AND LOCATIONS WITH ARCHITECTURAL, MECHANICAL 802831 CONCRETE NOTES: 1. LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS NOTED. WHEN BARS OF TWO DIFFERENT SIZES ARE SPLICED, THE LONGER LAP LENGTH SHALL APPLY. 2 3 El 5 on F'C=4000 PSI AND ELECTRICAL DRAWINGS. BEAM 90 DEGREE 3. PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL EMBEDMENTS BAR LAP BAR REQUIRED FOR THE ATTACHMENT OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL #3 COMPONENTS. 241N. DESIGNED 361N. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER DIRECT SUPERVISION AND THAT AMA DULY LICENSED #4 PROJECT Designer 371N. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. g O LTO N & MEN K #5 DRAWN 401N. 461N. SIGNATURE: 10 IN. #6 Author 481N. 561N. 2638 SHADOW LANE, SUITE FILE NAME #7 CHECKED 70 IN. TYPED OR PRINTED NAME: 200 14 IN. #8 621N. 80 IN. CHASKA, MINNESOTA 55318 120 IN. Checker #9 DATE REG NO (952)448-8838 104 IN. 802831 CONCRETE NOTES: 1. LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS NOTED. WHEN BARS OF TWO DIFFERENT SIZES ARE SPLICED, THE LONGER LAP LENGTH SHALL APPLY. 2 3 El 5 on F'C=4000 PSI SLAB, WALL, COLUMN BEAM 90 DEGREE BAR SIZE BAR LAP TOP BAR BAR LAP BAR HOOK TOP #3 19 IN. 241N. 281N. 361N. 6 IN. #4 251N. 321N. 371N. 48 IN. 8 IN. #5 31 IN. 401N. 461N. 601N. 10 IN. #6 371N. 481N. 561N. 721N. 12 IN. #7 541N. 70 IN. 81 IN. 105 IN. 14 IN. #8 621N. 80 IN. 931N. 120 IN. 16 IN. #9 70 IN. 90 IN. 104 IN. 135 IN. 19 IN. #10 781N. 102 IN. 118 IN. 153 IN. 221N. #11 871N. 113 IN. 131 IN. 170 IN. 24 IN. *TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 IN. OF CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE REINFORCING BARS SHALL HAVE THE FOLLOWING CONC. COVER UNLESS NOTED OTHERWISE. FOOTINGS AND OTHER UNFORMED SURFACES 3" CONCRETE EXPOSED TO EARTH, WEATHER OR FLUIDS #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1-1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND BEAMS, COLUMNS, TIES, SPIRALS AND STIRRUPS 1-1/2" SLABS, WALLS & JOISTS 3/4" CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE DRAWINGS OR AS APPROVED BY THE ENGINEER. ALL CONSTRUCTION JOINTS IN WALLS AND SLABS OF LIQUID CONTAINING STRUCTURES SHALL CONTAIN WATERSTOPS. CAST -IN-PLACE CONCRETE SHALL NOT BE PLACED IN STANDING WATER, ON FROZEN SOIL OR ON FROZEN CONCRETE. FOR LOCATIONS AND DIMENSIONS OF SLEEVES, CURB, OPENINGS AND DEPRESSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, CIVIL/MECHANICAL, YARDWORK, PLUMBING, HVAC AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIREMENTS FOR AND LOCATION OF ABOVE ITEMS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4" x 3/4". PROVIDE WELDED WIRE FABRIC IN FLAT SHEETS. FOUNDATION AND SOIL NOTES: 1. THE GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE FOUNDATION BEARING SURFACES PRIOR TO THE PLACEMENT OF FOOTINGS OR FOUNDATION. 2. DESIGN ALLOWABLE SOIL BEARING PRESSURE = 3,000 PSF 3. PROVIDE A MINIMUM OF 3'-6" OF SOIL COVER AT ALL HEATED STRUCTURE EXTERIOR WALL FOOTINGS. PROVIDE A MINIMUM OF 5-0" OF SOIL COVER AT ALL UNHEATED STRUCTURE FOOTINGS. 4. PROTECT FOUNDATION SOILS FROM FREEZING DURING CONSTRUCTION. 5. PLACE FILL AND BACKFILL AND COMPACT TO FOLLOWING MAXIMUM STANDARD PROCTOR DENSITIES UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS: LOCATION DENSITY FILL BELOW FOOTINGS 100% FILL BELOW SLABS ON GRADE 98% PIPE AND STRUCTURE EXCAVATIONS 95% GREEN SPACES 90% MCES L46 & L49 IMPROVEMENTS STRUCTURAL NOTES SK0.1 OF