705 OLYMPIC BLVD 2019 Plans 2022-12-15

BUILDING CODE 2015 INTERNATIONAL BUILDING CODE ROOF LOAD DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD:43 psf SNOW EXPOSURE FACTOR (Ce): 1.1 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.1 WIND DESIGN DATA 1. BASIC WIND SPEED: 110 MPH 2. WIND IMPORTANCE FACTOR (Iw): 1.0 BUILDING CATEGORY: II 3. WIND EXPOSURE: C 4. Kzt = 1.32 5. INTERNAL PRESSURE COEFFICIENT: NA 6. APPLICABLE WIND PRESSURE FOR COMPONENTS AND CLADDING: NA SESIMIC DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC USE GROUP: 1 2. SPECTRAL RESPONSE ACCELERATION (Ss): 130.2% G 3. SITE CLASS: D (ASSUMED) 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 104.2% G 5. SEISMIC DESIGN CATEGORY. D 6. BASIC SEISMIC -FORCE -RESISTING SYSTEM: SHEARWALLS 7. DESIGN BASE SHEAR: SEE CALCULATIONS 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.131 RESPONSE MODIFICATION FACTOR (R): 6.5 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATIONS 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: ALLOW. SOIL BEARING 1500 PSF SOIL FRICTION .25 EQUIV. FLUID PRESSURES ACTIVE PRESSURE* 35 PCF PASSIVE PRESSURE 150 PCF (*WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN EQUIV. FLUID PRESSURE OF 55 PCF). 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT -IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM D1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES, HAND TAMPERS MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED, FILL OVER 12" DEEP SHALL COMPLY WITH A GEOTECHNICAL REPORT. SEE GEOTECHNI.CAL REPORT FOR FURTHER DESIGN CRITERIA. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy 40 KSI) FOR NO. 3 AND NO. 4 BARS. 2. ALL REINFORCING STEEL SHALL BE LAPPED. AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE 6X6 W2.9/W2.9 UNLESS OTHERWISE NOTED, LAP REINFORCEMENT 6" MINIMUM. 4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. CONCRETE 1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 2. ALL CONCRETE DESIGN IS BASED ON A 28 DAY COMPRESSIVE STRENGTH (f'c) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS REQUIRED BY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO SPECIAL INSPECTION IS REQUIRED. 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. 4, MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT, ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR JOINTS IS 400 SF. 9. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: INTERIOR WALL: 3/4" EXTERIOR WALLS, EXPOSED TO WEATHER: 11/" EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 11/" *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN. COVERAGE 10. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 11. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318 (WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). CEMENT CONTENT LBS/CUBIC YARD SACKS PER CUBIC YARD F'c (PSI) (MINIMUM) (MINIMUM) 2500 (no special inspection) 470 5 SEE NOTE A 3000 517 5% MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. FRAMING LUMBER 1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2. GRADES ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL. STANDARDS P51®-83, APA PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF -3/8" EDGE DISTANCE ON ALL NAILS AND YB" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: ROOF SHEATHING TO BE 15/.32" INT®APA RATED PLYWOOD OR 7/6" OSB WITH EXTERIOR GLUE, P.I. 24/0. NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. SUB FLOORING TO BE 3/4" TONGUE AND GROOVE C-D INT-APA RATED PLYWOOD OR OSB WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH 10d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHERWISE, USE COMMON NAILS THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 6. PROVIDE 3"x3"xO.229" WASHERS AT ALL ANCHOR BOLTS. 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS Y16" UNLESS NOTED OTHERWISE, LAG BOLT PILOT HOLES SHALL BE PRE --DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 9. RIM JOIST IS TO BE 1-4 LSL MINIMUM. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCKING UNDER PERPENDICULAR PARTITION WALLS. 11. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN WRITING PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. 5. THE .CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. TRUSS PER PLA 8d @ 6" O/C INTO BLOCKING H1 CLIP @ EACH TRUSS-\ (24" O/C MAX) \_.000 WALL PER PLAN NAIL SHEATHING INTO EA MEMBER OF TOP PLATE VENTILATION MAY REQ'D AT BLOCKING. VERIFY• ENGINEER PRIOR TO CONSTRUCTION. BLOCKING IS ROOF/SHEARWALL CONN. WALL PER PLAN SILL PLATE AND ANCHOR BOLTS PER SHEARWALL ::: SCHEDULE. (USE 2x6 P.T. SILL PLATE W/ %" 0 J®BOLTS @ 48" O/C MIN.) BACKFILL W MATEM'A' L (TYP) 18" MIN PER PLAN 00- 0 (2) LAYERS OF 90# FELT OR EQUIVALENT SLAB PER PLAN ® 4 4 BARS C► WHEJO?TAMPED LATERAL ONLY, FOUNDATION DESIGN AND REINFORCEMENT BY OTHERS 4" 0 PERFORATED PLASTIC 1PER PLANT PIPE. CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. ENDN /SHEARWALL CONNECTION w/o RIMJOIST SCALE:-/14"=1'-0 AO DOUBLE TOP PLATE W/ EDGE NAILING HOLDOWN PER SCHEDULE (STAGGER) AND PLAN (HDQ8-SDS3 (B SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) EDGES. BLOCKING AT ALL PANEL EDGES ® COORDINATE ALL STUD WHERE APPLICABLE. AND PLATE SIZES w/ © EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS STUDS @ 16" ON CENTER QJ EDGE NAILING TO POSTS, OE PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING EDGE NAILING AND ANCHOR BOLTS PER @ STUDS BEARING STUD FOR SHEARWALL SCHEDULE. HEADER TOP PLATE SPLICE NAILING . TO BE (8) 16d SINKERS (MIN). LAP 48" MINIMUM. CENTER SPLICE ON STUD. ,STD` SHEARWALL ELEVATION W/O RIM POST PER HOLDOWN PER PLAN (2-2x PLAN MIN) EMBEDMENT ®: LENGTH :® ANCHOR BOLT PER HOLDOWN SCHEDULE PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. STEM WALL AND FOOTING PER PLAN. HOLDOWN DETAIL w/o RIMJOIST SCALE: 3/4"=V-0" ONE #4 REBAR IN SHEAR CONE (12"MIN. REBAR LENGTH) I / G_ IVI I111 FROM CONER 'STD' INSTALLATION w/o RIMJOIST CITY 0 -° N'ER _T REVIEWED FOR PERMIT 0) 0 N La m� 0 6 }®®® I Ld 00 � N � >� � N hj n_ z 0 W 111 u"_ i