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BUILDING CODE
<br />2015 INTERNATIONAL BUILDING CODE
<br />FLOOR LOAD
<br />DEAD LOAD : 12 p5f
<br />LIVE LOAD: 40 p5f
<br />ROOF LOAD
<br />DEAD LOAD: 15 p5f
<br />FLAT ROOF SNOW LOAD: 25p5f
<br />SNOW EXPOSURE FACTOR (Ce): 1 . 1
<br />SNOW LOAD IMPORTANCE FACTOR (15): 1.0
<br />THERMAL FACTOR (Ct): 1. 1
<br />WIND DE51GN DATA
<br />1. BASIC WIND SPEED: 110 MPH
<br />2. WIND IMPORTANCE FACTOR (1w): 1.0
<br />BUILDING CATEGORY: II
<br />3. WIND EXPOSURE: C
<br />4. Kzt = 1 .37
<br />5. INTERNAL PRESSURE COEFFICIENT: NA
<br />G. APPLICABLE WIND PRESSURE FOR
<br />COMPONENTS AND CLADDING: NA
<br />5E51MIC DE51GN DATA
<br />1. SEISMIC IMPORTANCE FACTOR: 1.0
<br />SEISMIC USE GROUP: I
<br />2. SPECTRAL RESPONSE ACCELERATION (55): 121 .4% G
<br />3. SITE CLA55: D (ASSUMED)
<br />4. SPECTRAL RESPONSE COEFFICIENTS (5D5): 81 .7%G
<br />5. SEISMIC DE51GN CATEGORY: D
<br />G. BASIC SEISMIC -FORGE -RESISTING SYSTEM: 5HEARWALL5
<br />7. DESIGN BASE SHEAR: SEE CALCULATIONS
<br />8. SEISMIC RESPONSE COEFFICIENT (C5): 0.12G
<br />9. RESPONSE MODIFICATION FACTOR (R): G.5 (WOOD
<br />SHEARWALLS
<br />10. ANALY515 PROCEDURE USED: EQUIVALENT LATERAL
<br />FORCE PROCEDURE
<br />FRAMING LUMBER
<br />1. FRAMING LUMBER SHALL BE HEM -FIR NO. 2. GRADES
<br />ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS.
<br />LUMBER TO BE GRADE MARKED PER WCUB
<br />SPECIFICATIONS.
<br />2. STRUCTURAL SHEATHING SHALL BE APA RATED
<br />PLYWOOD, EXPOSURE I SHEATHING CONFORMING TO
<br />EITHER COMMERCIAL STANDARDS P5 1-53, APA PRP-108,
<br />OR VOLUNTARY PRODUCT STANDARD P5E-92. PROVIDE A
<br />MINIMUM OF %" EDGE DISTANCE ON ALL NAILS ANDYa"
<br />EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM
<br />SHEATHING REQUIREMENTS ARE AS FOLLOWS:
<br />ROOF SHEATHING TO BE' S/32" INT-APA RATED
<br />PLYWOOD OR 7/G" 05B WITH EXTERIOR GLUE, P.I.
<br />24/0. NAIL WITH 8d NAILS AT G" ON CENTER AT
<br />PANEL EDGES AND 1 2" ON CENTER AT INTERMEDIATE
<br />MEMBERS.
<br />SUB FLOORING TO BE 3/4" TONGUE AND GROOVE C-D
<br />INT-APA RATED PLYWOOD OR 058 WITH EXTERIOR
<br />GLUE, P.I. 45/24. GLUE AND NAIL WITH I Od NAILS
<br />AT G" ON CENTER AT PANEL EDGES AND 1 2" ON
<br />CENTER AT INTERMEDIATE MEMBERS,
<br />3. NAILING SHALL CONFORM TO TABLE 2304.9. 1 OF THE
<br />INTERNATIONAL BUILDING CODE UNLESS NOTED
<br />OTHERWISE. USE COMMON NAILS THROUGHOUT UNLESS
<br />NOTED OTHERWISE.
<br />4, NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED
<br />UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING
<br />BY THE STRUCTURAL ENGINEER.
<br />5. PROVIDE PROPERLY 51ZED WASHERS UNDER HEADS AND
<br />NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON
<br />WOOD.
<br />G. PROVIDE 3"x3"xO.229" WASHERS AT ALL ANCHOR
<br />BOLTS.
<br />7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT
<br />PLU5/6' UNLE55 NOTED OTHERWI5E. LAG BOLT PILOT
<br />HOLES SHALL BE PRE -DRILLED TO GO% OF THE NOMINAL
<br />DIAMETER OF THE LAG BOLT UNLE55 NOTED OTHERWISE.
<br />8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION
<br />WITH %8' MINIMUM DIAMETER BOLTS SPACED AT A
<br />MAXIMUM OF 48" ON CENTER. BOLTS MUST BE
<br />EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR
<br />MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC
<br />REQUIREMENTS WHERE APPLICABLE.
<br />9. RIM J015T 15 TO BE IY4" LSL MINIMUM.
<br />10. PROVIDE DOUBLE J015T UNDER ALL PARALLEL
<br />PARTITION WALLS AND SOLID BLOCKING UNDER
<br />PERPENDICULAR PARTITION WALLS.
<br />1 1. CONTACT THI5 OFFICE PRIOR TO MAKING ANY
<br />CHANGES TO THESE DETAILS.
<br />POUNDATION5
<br />1. THE FOUNDATION DESIGN 15 BASED ON THE
<br />RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE
<br />TABLE 1504.2. FOUNDATION WORK SHALL BE PERFORMED IN
<br />ACCORDANCE WITH CHAPTER 18 OF THIS CODE.
<br />2. THE FOUNDATION DESIGN 15 BASED ON THE FOLLOWING
<br />VALUES:
<br />ALLOW. SOIL BEARING
<br />1 500 PSF
<br />SOIL FRICTION
<br />.35
<br />EQUIV. FLUID PRESSURES
<br />ACTIVE PRESSURE"
<br />35 PCF
<br />PASSIVE PRESSURE
<br />250 PCF
<br />3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 15" BELOW THE
<br />UNDISTURBED GROUND SURFACE OR TO FP05T DEPTH. ALL
<br />FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR
<br />UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED.
<br />4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING
<br />SHALL CON515T OF THE EXCAVATED MATERIAL AND/OR
<br />IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER,
<br />TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE
<br />ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND
<br />BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8
<br />INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE
<br />OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR
<br />COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER
<br />AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90%
<br />OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM
<br />D 1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS
<br />EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF G4
<br />SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER
<br />MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE
<br />LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE
<br />USED. STRUCTURAL FILL OVER 1 2" DEEP SHALL COMPLY WITH A
<br />GEOTECHNICAL REPORT.
<br />CONCRETE
<br />1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
<br />WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO
<br />A5TM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LE55 THAN
<br />0.05%.
<br />2. ALL CONCRETE DE51GN 15 BASED ON A 28 DAY COMPRE551VE
<br />STRENGTH (fc) OF 2500 PSI. WHERE 3000 PSI CONCRETE IS REQUIRED
<br />BY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO
<br />SPECIAL INSPECTION 15 REQUIRED.
<br />3. CEMENT SHALL CONFORM TO A5TM C 150, TYPE I, C5A NORMAL
<br />4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK.
<br />5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI
<br />301.
<br />G. CONCRETE SHALL BE MAINTAINED IN A M015T CONDITION FOR A
<br />MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS
<br />WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE A55URED
<br />7. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL
<br />CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL
<br />LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE
<br />THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT
<br />IMMEDIATELY BEFORE PLACING NEW CONCRETE.
<br />8. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR
<br />JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS
<br />WELL AS PLACED AT POINTS Of LOW STRESS. MAXIMUM AREA OF POUR
<br />JOINTS 15 400 SF.
<br />9. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR
<br />FORMED WORK SHALL BE AS FOLLOWS:
<br />INTERIOR WALL: 3/4"
<br />EXTERIOR WALLS, EXPOSED TO WEATHER: 1 /2"
<br />EXPOSED TO EARTH OR WEATHER (H5 OR SMALLER): 1 /2"
<br />'NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MIN.
<br />COVERAGE
<br />10. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE
<br />EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY
<br />APPROVED.
<br />1 1. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI
<br />318 (WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD
<br />EXPERIENCE ARE NOT AVAILABLE).
<br />CEMENT CONTENT 5ACK5
<br />PER
<br />L35/CUBIC YARD CUBIC YARD
<br />F'c (PSI) (MINIMUM)
<br />(MINIMUM)
<br />2500 (no Special inspection) 470 5
<br />SEE NOTE A
<br />3000 517 5/2
<br />MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.
<br />NO MORE THAN A I" PLUS TOLERANCE SHALL BE ALLOWED.
<br />A) WHERE SPECIAL INSPECTION 15 NOT REQUIRED UNDER SECTION
<br />1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT
<br />CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE.
<br />B) DE51GN MIX (OTHER THAN AS SPECIFIED IN THI5 TABLE) SHALL BE
<br />SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST
<br />USE.
<br />REINFORCING STEEL
<br />1. ALL REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 GRADE GO (fy = GO K51) FOR BAR SIZES
<br />NO. 5 d LARGER, GRADE 40 (fy = 40 K50 FOR NO. 3 AND NO. 4 BARS.
<br />2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE
<br />LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND/OR
<br />SPLICES SHALL BE 42 BAR DIA AND BE WELL STAGGERED.
<br />3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 315 SHALL
<br />BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB 51TE PRIOR TO THE PLACING OF
<br />CONCRETE,
<br />4. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A82 AND Al85 AND SHALL BE GxG W2. I/W2. 1
<br />UNLESS OTHERWISE NOTED. LAP REINFORCEMENT G" MINIMUM.
<br />5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE
<br />BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH
<br />OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF
<br />THE CONCRETE.
<br />GENERAL
<br />1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS.
<br />2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF
<br />THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN
<br />ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE
<br />APPROVED PRIOR TO ERECTION.
<br />3. ALL ERECTION PROCEDURES SHALL CONFORM TO 05HA STANDARDS. ANY DEVIATION MUST BE
<br />APPROVED BY 05HA PRIOR TO ERECTION.
<br />EPDXY HOLDOWN SCHEDULE
<br />*FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE
<br />ANCHOR
<br />FASTENERS TO
<br />EMBEDMENT
<br />MIN. EDGE
<br />MODEL
<br />BOLT
<br />POST
<br />LENGTH
<br />DISTANCE
<br />HDU2-SDS2.5
<br />0 ATR
<br />(6) Y4" x 2 }" SIDS
<br />7
<br />13/a"
<br />SCREWS
<br />HDU8-SDS2.5
<br />0 ATR
<br />(20) Y4" x 2 }" SIDS
<br />17}"
<br />SCREWS
<br />HOLDOWN NOTES
<br />1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307.
<br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL
<br />THICKNESS IS 8".
<br />3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE
<br />HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE
<br />STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED ® 4" o/c.
<br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR
<br />SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT.
<br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S
<br />SPECIFICATIONS.
<br />6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER
<br />PRIOR TO PROCEEDING.
<br />4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING 7 ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND
<br />LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN SIDE OF WALL.
<br />ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET-XP'
<br />CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279.
<br />AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. DRILL ANCHOR BOLT HOLES X" LARGER THAN ANCHOR BOLT DIAMETER.
<br />G. SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED FLOOR JOISTS SHALL BE
<br />SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br />7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE
<br />NOT SPECIFICALLY INDICATED BUT ARE OF 51MILAR CHARACTER TO DETAILS SHOWN, 51MILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER.
<br />8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER
<br />SPECIFIC DETAIL CALLED OUT.
<br />9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR 51ZE AND LOCATION OF
<br />ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS
<br />TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK.
<br />10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS,
<br />MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL
<br />BE SWAY OR LATERALLY BRACED
<br />® DOUBLE TOP PLATE W/ EDGE NAILING © HOLDOWN PER SCHEDULE
<br />(STAGGER)
<br />AND PLAN (HDQ8-SDS3
<br />®SHEARWALL EDGE NAILING AT ALL PANEL
<br />SHOWN)
<br />EDGES. BLOCKING AT ALL PANEL EDGES
<br />® COORDINATE ALL STUD
<br />WHERE APPLICABLE.
<br />AND PLATE SIZES w/
<br />© EDGE NAILING TO HOLDOWN POST (FULL
<br />SHEARWALL SCHEDULE
<br />HEIGHT) STAGGER INTO DOUBLE STUDS
<br />REQUIREMENTS
<br />®STUDS ® 16" ON CENTER
<br />QJ EDGE NAILING TO POSTS,
<br />®PRESSURE TREATED SILL PLATE WITH
<br />TRIM STUDS, AND KING
<br />EDGE NAILING AND ANCHOR BOLTS PER
<br />STUDS
<br />®BEARING STUD FOR
<br />SHEARWALL SCHEDULE.
<br />® TOP PLATE SPLICE NAILING TO BE (8) 16d
<br />HEADER
<br />SINKERS (MIN). LAP 48" MINIMUM.
<br />CENTER SPLICE ON STUD.
<br />nSTD. SHEARWALL ELEVATION W/0 RIM
<br />SHEARWALL SCHEDULE (CDX)
<br />MARK
<br />SHEATHING
<br />EDGE NAILING
<br />FIELD NAILING
<br />SILL PLATE & CONN. ®
<br />FND
<br />BOTTOM/TOP PLATE
<br />CONN.
<br />Q
<br />COX ONE
<br />Sd ®6" 0/C
<br />8d 012" 0/C
<br />A.B. L 0/C
<br />%W
<br />/ 2x SILLLL PLATE
<br />LTP4 ® 20" 0C/0
<br />W 2x BOTTOM
<br />/
<br />FACE
<br />PLATE
<br />COX
<br />8d ® 4" 0/C
<br />Sd ®12" O/C
<br />W� ZxBSIL PLATE A EO/C
<br />,
<br />W/ 2x BOTTOM
<br />FACE
<br />PLATE
<br />SHEARWALL NOTES
<br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR NO. 2 UNLESS NOTED
<br />OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING
<br />(SEE NOTE #3).
<br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL
<br />SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO
<br />THE INSIDE EDGE OF FRAMING AROUND OPENINGS.
<br />3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS
<br />RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH
<br />NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL
<br />STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH
<br />NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. (2)2X MAY BE SUBSTITUTED FOR A
<br />3x MEMBER PROVIDED THE MEMBERS ARE STITCH NAILED TOGETHER w/ 10d COMMONS ® 6" O/C
<br />FROM EACH SIDE.
<br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 4.3A OF SDPWS 2015. VALUES ARE
<br />BASED ON HEM -FIR NO. 2 FRAMING WITH COMMON NAILS.
<br />5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS.
<br />SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE
<br />APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING
<br />ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED AS A HOLDOWN POST,
<br />SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST.
<br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND
<br />SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE
<br />CAST AGAINST SOIL. A 3X3X.229" PLATE WASHER IS REQUIRED. THE PLATE WASHER SHAL EXTEND
<br />TO WITHIN Y2" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. FOR 2X6 WALLS
<br />SHEATHED ON BOTH SIDES, THE PLATE WASHERS MAY BE STAGGERED, OR YOU CAN USE 4 Y2 X4
<br />Yt X .220" WASHER CENTERED ON THE PLATE
<br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TIEN HD
<br />BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED
<br />FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5"
<br />INTO EXISTING CONCRETE,
<br />8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE
<br />TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION.
<br />9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED.
<br />10. OSS OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR COX SPECIFIED IN
<br />SHEARWALL SCHEDULE.
<br />CITY OF EVERETT
<br />REVIEWED FOR PERMIT
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<br />\R I ar: 3
<br />OCT 1 5 2021
<br />Drawn By: CHRI5
<br />Checked By: CHRI5
<br />Date: 10-1 5-2 1
<br />5DA JOB NO,
<br />9400
<br />STRUCTURAL
<br />NOTES
<br />5-1.0
<br />
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