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BUILDING CODE <br />2015 INTERNATIONALr •r <br />FLOOR LOAD <br />DEAD LOAD 12 psf <br />LIVE LOAD: 40 psf <br />ROOF LOAD <br />DEAD LOAD: 15 psf <br />FLAT ROOF SNOW LOAD: 25 psf <br />SNOW EXPOSURE FACTOR (Ce): 1.1 <br />SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 <br />THERMAL FACTOR (Ct): 1.1 <br />WIND DESIGN DATA <br />1. BASIC WIND SPEED: 110 MPH <br />2. WIND IMPORTANCE FACTOR (Iw): 1.0 <br />BUILDING CATEGORY: II <br />3. WIND EXPOSURE: C <br />4. Kzt = 1.38 <br />5. INTERNAL PRESSURE COEFFICIENT: NA <br />6. APPLICABLE WIND PRESSURE FOR <br />COMPONENTS AND CLADDING: NA <br />SESIMIC DESIGN DATA <br />1. SEISMIC IMPORTANCE FACTOR: 1.0 <br />SEISMIC USE GROUP: 1 <br />2. SPECTRAL RESPONSE ACCELERATION (Ss):123.7% G <br />3. SITE CLASS: D (ASSUMED) <br />4. SPECTRAL RESPONSE COEFFICIENTS (SDS) :82.9%G <br />5. SEISMIC DESIGN CATEGORY: D <br />6. BASIC SEISMIC -FORCE -RESISTING SYSTEM: <br />SHEARWALLS <br />7. DESIGN BASE SHEAR: SEE CALCULATIONS <br />8. SEISMIC RESPONSE COEFFICIENT (Cs):.128 <br />9. RESPONSE MODIFICATION FACTOR (R): 6.5 <br />10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL <br />FORCE PROCEDURE <br />FRAMING LUMBER <br />1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2. <br />GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON <br />PLANS. LUMBER TO BE GRADE MARKED PER WCLIB <br />SPECIFICATIONS. <br />2. STRUCTURAL SHEATHING SHALL BE APA RATED <br />PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO <br />EITHER COMMERCIAL STANDARDS P51-83, APA <br />PRP-108, OR VOLUNTARY PRODUCT STANDARD <br />PSE-92. PROVIDE A MINIMUM OF " EDGE <br />DISTANCE ON ALL NAILS AND N" EXPANSION JOINT <br />BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING <br />REQUIREMENTS ARE AS FOLLOWS: <br />ROOF • --HING , R <br />RATED PLYWOOD WITH EXTERIOR GLUE, P. <br />• NAIL WITH 8d ON <br />CENTER AT PANEL EDGES AND ON <br />INTERMEDIATECENTER AT <br />SUB FLOORING TO BE 3/4" TONGUE AND GROOVE <br />C-D INT-APA RATED PLYWOOD OR OSB WITH <br />EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL <br />WITH 10d NAILS AT 6" ON CENTER AT PANEL <br />EDGES AND 12" ON CENTER AT INTERMEDIATE <br />MEMBERS. <br />3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF <br />THE INTERNATIONAL BUILDING CODE UNLESS NOTED <br />OTHERWISE. USE COMMON NAILS THROUGHOUT <br />UNLESS NOTED OTHERWISE. <br />4. NO STRUCTURAL MEMBER SHALL BE CUT OR <br />NOTCHED UNLESS SPECIFICALLY DETAILED OR <br />APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. <br />5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS <br />AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING <br />ON WOOD. <br />6. PROVIDE 3"x3"xO.229" WASHERS AT ALL ANCHOR <br />BOLTS. <br />7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT <br />PLUS 1 #16" UNLESS NOTED OTHERWISE. LAG BOLT <br />PILOT HOLES SHALL BE PRE -DRILLED TO 60% OF THE <br />NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED <br />OTHERWISE. <br />8. ALL SILL PLATES SHALL BE BOLTED TO THE <br />FOUNDATION WITH 5#8" MINIMUM DIAMETER BOLTS <br />SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS <br />MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE <br />OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC <br />REQUIREMENTS WHERE APPLICABLE. <br />9. RIM JOIST IS TO BE 11 #4" LSL MINIMUM. <br />10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL <br />PARTITION WALLS AND SOLID BLOCKING UNDER <br />PERPENDICULAR PARTITION WALLS. <br />11. CONTACT THIS OFFICE PRIOR TO MAKING ANY <br />CHANGES TO THESE DETAILS <br />CONCRETE <br />1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE <br />REGULAR WEIGHT HARD ROCK TYPE (150 PCF) <br />AGGREGATES SHALL CONFORM TO ASTM C33 WITH <br />PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN <br />0.05%. <br />2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS <br />(f'c) SHALL BE: <br />SLAB ON GRADE: 2500 PSI <br />CONTINUOUS FOOTINGS: 3000 PSI <br />PAD FOOTINGS: 2500 PSI <br />* ALL CONCRETE EXPOSED TO WEATHER MUST <br />HAVE AN f c >= 3000 PSI. <br />3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE <br />STRENGTH EXCEEDING 2500 PSI SHALL REQUIRE <br />SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY <br />THE BUILDING DEPARTMENT AND THE ENGINEER. <br />EXCEPTION: WHERE 3000 PSI CONCRETE IS USED FOR <br />WEATHERING PURPOSES, NO INPSECTION IS REQUIRED. <br />4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, <br />CSA NORMAL. <br />5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN <br />FLATWORK. <br />6. PLACEMENT OF CONCRETE SHALL BE IN <br />CONFORMANCE WITH ACI 301. <br />7. CONCRETE SHALL BE MAINTAINED IN A MOIST <br />CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER <br />PLACEMENT. ALTERNATE METHODS WILL BE APPROVED <br />IF SATISFACTORY PERFORMANCE CAN BE ASSURED. <br />8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN <br />ALL CASES. ALL CONSTRUCTION JOINTS SHALL BE <br />THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE <br />REMOVED. ALL VERTICAL JOINTS SHALL BE <br />THOROUGHLY WETTED AND SLUSHED WITH A COAT OF <br />NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW <br />CONCRETE. <br />9. POUR JOINTS SHALL BE LOCATED TO MINIMIZE <br />EFFECTS OF SHRINKAGE AS WELL AS PLACED AT <br />POINTS OF LOW STRESS. MAXIMUM AREA OF POUR <br />JOINTS IS 400 SF. <br />10. MINIMUM CONCRETE COVERAGE OF REINFORCING <br />STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: <br />EXPOSED TO EARTH OR WEATHER (#5 OR <br />SMALLER): 1 1/2" <br />EXPOSED TO EARTH OR WEATHER (#6 OR <br />LARGER): 2" <br />*NOTE: CONCRETE CAST AGAINST GROUND SHALL <br />HAVE 3" MINIMUM COVERAGE <br />11. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL <br />NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT <br />WHERE SPECIFICALLY APPROVED. <br />12. CONCRETE MIXES SHALL BE PROVIDED IN <br />ACCORDANCE WITH ACI 318 (WHEN STRENGTH DATA <br />FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT <br />AVAILABLE). <br />CEMENT CONTENT <br />SACKS <br />PER <br />LBS/CUBIC YARD <br />CUBIC YARD <br />F'c (PSI) (MINIMUM) (MINIMUM) <br />2500(no special inspection) 470 <br />5 <br />SEE NOTE A <br />3000 517 51 #2 <br />AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE <br />EXPOSED TO WEATHER. FOR 3#4" AGGREGATE AN <br />ENTRAINMENT OF 6% IS REQ'D. FOR 1 #2" AGGREGATE <br />AN AIR ENTRAINMENT OF 7% IS REQ'D. <br />MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP <br />OF 5" OR LESS. NO MORE THAN A 1" PLUS <br />TOLERANCE SHALL BE ALLOWED. <br />A) WHERE SPECIAL INSPECTION IS NOT REQUIRED <br />UNDER SECTION 1704.4 OF THE I.B.C., CONCRETE <br />SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS <br />PER CUBIC YARD OF CONCRETE. <br />B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS <br />TABLE) SHALL BE SUBMITTED TO THE BUILDING <br />OFFICIAL TWO WEEKS PRIOR TO FIRST USE <br />SDA� <br />_____j <br />°U O <br />04 <br />0 N <br />U) .' <br />N <br />Q �N <br /><0 X <br />�0) <br />W <br />•� <br />N <br />COO <br />®� <br />�W M <br />04 <br />U 0 <br />X <br />a <br />No. Date By Revision <br />9 <br />LJ <br />T_ <br />0 <br />N <br />U <br />00 <br />0-) <br />W <br />W <br /><� <br />® <br />U)> <br />'�- <br />W <br /><C <br />CY <br />y <br />W <br />W <br /><C <br />> <br />ARIA <br />21 <br />®F WASHj <br />Drawn By. CCC <br />Chocked By. CCC <br />Date: 01-25-21 <br />TRUCTURAL <br />OTES <br />S - 1. 0 <br />