3716 UPLAND AVE 2018-03-27 - Laserfiche WebLink

BUILDING CODE 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION 7. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL 2012 INTERNATIONAL BUILDING CODE WITH 5#8" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM CASES. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY A OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL FLOOR LOAD OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND <- DEAD LOAD : 12 psf DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE E� LIVE LOAD: 40 psf PLACING NEW CONCRETE. ` 9. RIM JOIST IS TO BE 11#4" LSL MINIMUM. 8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. ROOF LOAD POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF DEAD LOAD: 15 sf 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION p WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. N FLAT ROOF SNOW LOAD:25 psf WALLS. MAXIMUM AREA OF POUR JOINTS IS 400 SF. +-, SNOW EXPOSURE FACTOR (Ce): 1.1 0 o SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 11. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO 9. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR •CS Ln THERMAL FACTOR (Ct): 1.1 THESE DETAILS FORMED WORK SHALL BE AS FOLLOWS: o N WIND DESIGN DATA INTERIOR WALL: 3/4" (n w FOUNDATIONS EXTERIOR WALLS, EXPOSED TO WEATHER: 1/z U? >� 1. BASIC WIND SPEED: 85 MPH 1. THE FOUNDATION DESIGN IS BASED ON THE EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 1'1h" Q <M x E 2. WIND IMPORTANCE FACTOR (1w): 1.0 RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" w I < o BUILDING CATEGORY: II TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN MIN. COVERAGE C cc-"NH 3. WIND EXPOSURE: B ACCORDANCE WITH CHAPTER 18 OF THIS CODE. I w -ao 4. Kzt = 1.38 10. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BEi 5. INTERNAL PRESSURE COEFFICIENT: NA 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE Q0 o<p-\11-/) E 6. APPLICABLE WIND PRESSURE FOR VALUES: SPECIFICALLY APPROVED. n a-_so 3 COMPONENTS AND CLADDING: NA ALLOW. SOIL BEARING 2000 PSFN a; SOIL FRICTION .35 11. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE - co 0 SESIMIC DESIGN DATA EQUIV. FLUID PRESSURES WITH ACI 318 (WHEN STRENGTH DATA FROM TRIAL BATCHES 0 N w'ui 1. SEISMIC IMPORTANCE FACTOR: 1.0 ACTIVE PRESSURE* 55 PCF OR FIELD EXPERIENCE ARE NOT AVAILABLE). CN SEISMIC USE GROUP: I PASSIVE PRESSURE 250 PCF + • 2. SPECTRAL RESPONSE ACCELERATION (Ss):127.1% G CEMENT CONTENT U z 3. SITE CLASS: D (ASSUMED) 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW SACKS PER O 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 84.7%G THE UNDISTURBED GROUNDSURFACE OR TO FROST DEPTH. LBS/CUBIC YARD a_ 5. SEISMIC DESIGN CATEGORY: D ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR CUBIC YARD U, 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. F'c (PSI) (MINIMUM) 7. DESIGN BASE SHEAR: SEE CALCULATIONS (MINIMUM) 8. SEISMIC RESPONSE COEFFICIENT (Cs): 091. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING 2500 (no special inspection) 470 9. RESPONSE MODIFICATION FACTOR (R): 6.5 SHALL CONSIST OF THE EXCAVATED MATERIAL AND/OR 5 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, SEE NOTE A PROCEDURE TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE 3000 517 W ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND FRAMING LUMBER BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 5'1 l O CN 1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. GRADES ARE INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" I I I Q CO TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR BE GRADE MARKED PER WCLIB SPECIFICATIONS. COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF ALLOWED. - n 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM Si / < EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL D1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER Q STANDARDS P51-83, APA PRP 108, OR VOLUNTARY PRODUCT EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SECTION 1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A n STANDARD PSE-92. PROVIDE A MINIMUM OF 3/s" EDGE SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF n ^ DISTANCE ON ALL NAILS AND Ya" EXPANSION JOINT BETWEEN MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE CONCRETE. \ I__ ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE I i I I- FOLLOWS: USED. STRUCTURAL FILL OVER 12" DEEP SHALL COMPLY WITH B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) �g„ A GEOTECHNICAL REPORT. SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS (Yl W ROOF SHEATHING TO BE E INT-APA RATED PLYWOOD 0, PRIOR TO FIRST USE Q (Y P.I. 40/20. NAIL WITH 8d NAILS AT 6" ON CENTER AT CONCRETE • ry I I I PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REINFORCING STEEL Li MD > MEMBERS. REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 -) I i I SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, SUB FLOORING TO BE 3/4" TONGUE AND GROOVE C-D CHARACTERISTICS OF LESS THAN 0.05%. GRADE 40 (fy = 40 KSI) FOR NO. 3 AND NO. 4 BARS. INT-APA RATED PLYWOOD OR OSB WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH 10d NAILS AT 6" ON 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON • CENTER AT PANEL EDGES AND 12" ON CENTER AT COMPRESSIVE STRENGTH (f'c) OF 2500 PSI. WHERE 3000 PSI THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT INTERMEDIATE MEMBERS, (SEE BASEMENT WALL CONCRETE IS REQUIRED BY THE BUILDING DEPARTMENT FOR SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, • SCHEDULE). WEATHERING PURPOSES ONLY, NO SPECIAL INSPECTION IS LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL REQUIRED. STAGGERED. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE. 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. NORMAL. ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN PLACING OF CONCRETE. UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY FLATWORK. Drawn By: CCC THE STRUCTURAL ENGINEER. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND Checked By: CCC 5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH A185 AND SHALL BE 6x6 W2.1/W2.1 UNLESS OTHERWISE Date: 11-26-14 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND ACI 301. NOTED. LAP REINFORCEMENT 6" MINIMUM. NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. SDA JOB NO. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS 7L21 6. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED ' STRUCTURAL 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS PERFORMANCE CAN BE ASSURED. AT MID-DEPTH OF SLAB AND SHALL BE HELD SECURELY IN DETAILS) " UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE BE PRE-DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE CONCRETE. S- 0 / /fl LAG BOLT UNLESS NOTED OTHERWISE.