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1 . ALL MATERIALS, DE51GN AND CONSTRUCTION SHALL CONFORM TO DRAWINGS, SPECIFICATIONS, THE
<br />INTERNATIONAL BUILDING CODE IBC 2016.
<br />RISK CATEGORY II
<br />2. DE51GN DEAD LOADS
<br />ROOF 15 P5F
<br />FLOOR 13 P5F
<br />3. DESIGN LIVE LOADS
<br />ROOF 20 P5F
<br />FLOOR 40 P5F
<br />4. DE51GN SNOW LOAD
<br />FLAT ROOF SNOW LOAD 25 P5F
<br />SNOW EXPOSURE FACTOR 1.0
<br />SNOW LOAD IMPORTANCE FACTOR 1.0
<br />THERMAL FACTOR 1.0
<br />5. WIND DE51GN DATA
<br />PROCEDURE
<br />BA51C WIND SPEED
<br />WIND EXPOSURE
<br />Kzt FACTOR
<br />GCpi
<br />G. SEISMIC DE51GN DATA
<br />SEISMIC DESIGN CATEGORY
<br />SITE 501L CLA551FICATION
<br />SEISMIC IMPORTANCE FACTOR
<br />DA51C 5FR5
<br />RESPONSE MODIFICATION COEF.
<br />ANALY515 PROCEDURE
<br />55
<br />51
<br />5d5
<br />5d1
<br />5E15M RESPONSE COEF C5, ULT/ALL
<br />DESIGN BASE SHEAR, ULT
<br />DIRECTIONAL
<br />98 MPH
<br />D
<br />1.0
<br />0.16
<br />SEE CALC5, SHEET L- I
<br />D - DEFAULT
<br />1.0
<br />LIGHT FRAMED 5HEARWALL5
<br />G.5
<br />ELF
<br />1.338
<br />0.474
<br />1.077
<br />0.577
<br />0.1G5/0.1 15
<br />1.97 K
<br />1. THE FOLLOWING SHALL APPLY U.N.O ON THE DRAWINGS.
<br />2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND MECHANICAL
<br />DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS
<br />FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
<br />3. STRUCTURAL ELEMENTS NOT DIMEN51ONED ON STRUCTURAL PLANS SHALL BE LOCATED DY THE
<br />ARCHITECTURAL PLANS AND DETAILS. ELEVATIONS OF STRUCTURAL ELEMENTS SHALL BE DETERMINED BY THE
<br />ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS AND BUILDING ELEVATIONS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL
<br />CHECK ALL DIMENSIONS. ALL D15CKEPANCIE5 SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE
<br />RESOLVED BEFORE PROCEEDING WITH THE WORK,
<br />5. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR 51ZE AND LOCATION OF ALL
<br />OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE
<br />EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK.
<br />G. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING FOR ALL STRUCTURAL COMPONENTS UNTIL FINAL
<br />CONNECTIONS HAVE BEEN COMPLETED,
<br />7. ALL ERECTION PROCEDURES SHALL CONFORM TO 05HA STANDARDS. ANY DEVIATION MUST BE
<br />APPROVED BY 05HA PRIOR TO ERECTION.
<br />8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING
<br />LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
<br />ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
<br />9. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
<br />ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
<br />10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br />5PECIFICALLY INDICATED BUT ARE OF 51MILAK CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER.
<br />1 1. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER
<br />SPECIFIC DETAIL CALLED OUT.
<br />1 2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS 15 GIVEN AS THE BEST
<br />PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT
<br />WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER 50 THAT THE PROPER REVISIONS MAY BE
<br />MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN
<br />APPROVAL OF THE ENGINEER.
<br />RENOVATION
<br />1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MEMBER SIZES AND CONDITIONS BEFORE
<br />COMMENCING CONSTRUCTION AND/OR DEMOLITION. 5HOKING SHALL BE INSTALLED TO SUPPORT EXISTING
<br />STRUCTURE AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS
<br />SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EX15TING STRUCTURE, LIMIT CONSTRUCTION
<br />LOADING I(NCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 20 P5F.
<br />2. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL DE REMOVED
<br />AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER
<br />OR ARCHITECT,
<br />ERAMINC LUMBER
<br />1. WOOD FRAMING SHALL CONFORM TO IBC CHAPTER 23 "WOOD",NDS 2018, 5DPW5 2015 AND SHALL BE
<br />MARKED IN CONFORMANCE WITH WCLIB STANDARDS:'
<br />SAWN LUMBER, TYP U.N.O.
<br />JOISTS
<br />2x, 3x
<br />HEM FIR NO.2, Fb--850 P51
<br />BEAMS
<br />4x
<br />DOUGLAS FIR/LAKCH NO.2, Fb=900 P51
<br />Gx
<br />DOUGLAS FIR/LARCH NO.2, Fb=875 P51
<br />POSTS
<br />4x
<br />DOUGLAS FIR/LAKCH NO.2, Fc= 1350 P51
<br />Gx
<br />DOUGLAS FIR/LAKCH NO.2, Fc=700 P51
<br />TOP AND DOT, PLATES
<br />2x, 3x
<br />HEM FIR NO.2
<br />5TUD5, BLOCKING
<br />2x, 3x
<br />HEM FIR NO.2
<br />2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD GRADE C-D, EXTERIOR GLUE OR STRUCTURAL I,
<br />EXTERIOR GLUE IN CONFORMANCE WITH DOC P5-1 OR P5-2. ORIENTED STRAND BOARD (055) OF
<br />EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY DE SUBSTITUTED FOR PLYWOOD
<br />5T UCTURALSHEATHING, TYP U.N.O.
<br />LOCATION THICKNESS SPAN INDEX PANEL GRADE EXPOSURE
<br />ROOF 1 5/3 2" 3 2/ I G C-D 1
<br />FLOOR 3/4 TAG 48/24 C-D -- - I
<br />WALLS 1 5/32" 24/ 1 G C-D I
<br />3. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN
<br />WRITING BY THE STRUCTURAL ENGINEER.
<br />4. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19 % FOR ALL STRUCTURAL MEMBERS.
<br />5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING
<br />ON WOOD.
<br />G. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1 / 1 6" UNLE55 OTHERWISE NOTED. LAG BOLT
<br />PILOT HOLES SHALL BE PRE -DRILLED TO GO% OF THE NOMINAL DIAMETER OF THE LAG DOLT UNLE55
<br />OTHERWISE NOTED,
<br />7. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED PER
<br />AWPA STANDARDS OR WRAPPED WITH (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER. ALL
<br />FASTENERS AND CONNECTORS FOR PRESSURE TREATED WOOD SHALL BE CORROSION RESISTANT PER IBC
<br />2304. 10.5.
<br />8. FRAMING ANCHORS FOR JOISTS, PUKLIN5 AND POSTS SHALL BE "SIMPSON", OR APPROVED EQUAL.
<br />APPROVAL MUST BE OBTAINED IN WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH
<br />FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS SPECIFIED DY THE MANUFACTURER. ALL
<br />2x JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 51MP50N "LU5" HANGER. ALL HANGER SHALT_ HAVE
<br />MAX NAILING AS SPECIFIED BY SIMPSON.
<br />9. WHERE STRAP CONNECTS (2) MEMBERS - CENTER IT ON THE JOINT AND PLACE ONE-HALF OF THE NAILS
<br />OR BOLTS IN EACH MEMBER.
<br />10. RIM J015T 15 TO BE 2x HF#2 MINIMUM
<br />1. CONSTRUCTION SHALL CONFIRM TO IDC 2306 AND AITC "TIMBER CONSTRUCTION MANUAL U.N.O. REFER
<br />TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS AND OFENING5.
<br />2. ROOF AND FLOOR FRAMING.
<br />PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS AND UNDER PARALLEL PARTITIONS U.N.O. USE SOLID
<br />BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. PROVIDE SOLID BLOCKING AT ALL BEARING
<br />POINTS. REFER TO PLANS AND DETAILS FOR ATTACHMENT OF JOISTS AND RAFTERS TO SUPPORTS AND
<br />FLUSH BEAMS. USE 51MP50N J015T HANGERS IN ACCORDANCE WITH PLANS, DETAILS AND NOTES. NAIL ALL
<br />MULTI-J015T5 DEAM5 TOGETHER WITH I Od AT 1 2" O.C. STAGGERED. PROVIDE I Od AT 6" O.C. AT RIM TO
<br />TOP PLATE CONNECTION. PROVIDE (3) 1 Od AT EA BLOCK BETWEEN JOISTS TO TOP PLATE.
<br />PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS
<br />AND NAILED WITH 8d NAILS AT Of O.C. TO FRAMED PANEL EDGES AND 1 2" O.C. TO INTERMEDIATE FRAMING
<br />5UPPORT5 - REFER TO PLANS AND DETAILS FOR ADDITIONAL REQUIREMENTS, PROVIDE APPROVED PLYWOOD
<br />EDGE CLIPS CENTERED BETWEEN JOISTS AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING
<br />EDGES SHALL HAVE APPROVED TAG JOINTS OR SHALL BE SUPPORTED BY 50LID BLOCKING. PROVIDE
<br />MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND 1 /8" EXPANSION J015T DETWEEN ALL PANEL EDGES AND
<br />PANEL ENDS OF ROOF AND FLOOR SHEATHING.
<br />3. WALL FRAMING.
<br />ALL EXTERIOR WALLS SHALL BE 2xG AT 16" O.C. MAX U.N.O, INTERIOR BEARING WALLS SHALL BE 2xG
<br />AT 24" O.C. OR 2x4 AT I Of O.C. MAX U.N.O, INTERIOR NON -BEARING WALLS SHALL BE 2x4 AT 24" O.C.
<br />U.N.O. PROVIDE (2) STUDS MIN AT THE ENDS OF ALL WALLS, AT EA SIDE OF ALL OPENINGS AND AT BEAM
<br />BEARING LOCATIONS. NAIL INDIVIDUAL MEMBERS OF BUILT-UP POSTS WITH (2) ROWS OF I Od AT 1 2" O.C.
<br />PROVIDE (2)2x8 MIN HEADERS AT ALL OPENINGS IN STRUCTURAL WALLS U.N.O. SISTER MULTI-MEMDEK
<br />HEADERS WITH I Od AT 1 2" O.C. PROVIDE SOLID BLOCKING THROUGH FLOORS TO 5UPPORT5 DELOW AT ALL
<br />WOOD POSTS LOCATIONS. ALL STUDS OVER 10'-0" IN HEIGHT SHALL BE BLOCKED WITH CONTINUOUS 50LID
<br />BLOCKING AT MID -HEIGHT.
<br />ALL WALLS SHALL HAVE DOUBLE TOP PLATES AND SINGLE BOTTOM PLATES. NAIL PLATES TO STUDS
<br />WITH (3)1 Od END NAILS. REFER TO TYPICAL DETAIL FOR TOP PLATE NAILING. NAILING AT TOP PLATE SPLICES
<br />MAY BE ELIMINATED W/ C5 I Gx32"(L) CENTERED ON THE SPLICE. PROVIDE (3) 1 Od FACE NAILS AT ALL TOP
<br />PLATE INTERSECTIONS.
<br />ATTACH ALL BOTTOM PLATE5 OF ALL STUD WALLS TO WOOD FRAMING BELOW WITH I Gd NAILS AT 12
<br />O.C. OR 5/8"0 A.B. AT 48" O.C. EMBED 7" MIN IN CONCRETE BELOW, TWO ANCHOR BOLT5 MIN PER WALL
<br />U.N.O. LOCATE ONE ANCHOR BOLT BETWEEN 4-1/2" AND 1 2" OF EA END OF PLATE SECTION. PROVIDE
<br />3"x3"xO.229" WASHERS AT ALL ANCHOR DOLTS.
<br />PROVIDE STRUCTURAL SHEATHING PER NOTES ON EXTERIOR 5URFACE AND GYPSUM WALLBOARD ON
<br />INTERIOR 5URFACE U.N.O. REFER TO 5HEARWALL SCHEDULE FOR NAILING REQUIREMENTS FOR STRUCTURAL
<br />SHEATHING. FASTEN GWB TO ALL STUDS, POSTS, PLATES AND DLOCKING WITH #Gx I -1 /4 TYPE 5 OR W
<br />SCREWS AT 1 2" O.C. PROVIDE 1 /6" EXFAN51ON JOIST BETWEEN ALL PANEL EDGES AND PANEL ENDS OF WALL
<br />SHEATHING.
<br />WOOD fA5TENEK5
<br />I . FASTENERS AND CONNECTORS SHALL CONFIRM TO IBC 2304. 10 U.N.O.
<br />2, NAIL SIZES SPECIFIED ON THE PLANS AND DETAILS ARE DA5ED ON THE FOLLOWING SPECIFICATIONS:
<br />5 1 Z E
<br />8d
<br />TYPE
<br />COMMON
<br />LENGTH
<br />2-1 /2"
<br />0
<br />0. 1 3 1 "
<br />I Od
<br />COMMON
<br />3"
<br />0.146
<br />1 2d
<br />COMMON
<br />3-1/4"
<br />0. 146"
<br />I Gd
<br />COMMON
<br />3-1/2
<br />0. 1 G2"
<br />3. ALTERNATE NAILS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
<br />CONSTRUCTION.
<br />4. STRUCTURAL SHEATHING: NAILS SHALL BE DRIVEN FLUSH WITH FACE OF SHEATHING; NO
<br />COUNTERSINKING IS PERMITTED.
<br />EOUNDATION5
<br />1. THE FOUNDATION DE51GN 15 BASED ON THE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE
<br />TADLE 180G.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS
<br />CODE,
<br />2. THE FOUNDATION DE51GN 15 BASED ON THE FOLLOWING VALUES:
<br />ALLOW. SOIL BEARING 1 500 P5F
<br />501L FRICTION .35
<br />EQUIV. FLUID PRESSURES
<br />ACTIVE PRESSURE N/A
<br />PASSIVE PRESSURE N/A
<br />3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 1 8" BELOW THE UNDISTURBED GROUND 5URFACE OR TO
<br />FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UND15TUKDED NATURAL GRADE
<br />UNLESS OTHERWISE NOTED.
<br />4. COMPACTION: MATERIAL FOR FILLING AND DACKFILLING SHALL CON515T OF THE EXCAVATED MATERIAL
<br />AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS.
<br />ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED
<br />IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY M015TENED TO APPROXIMATE OPTIMUM
<br />REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A
<br />MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM P0551DLE DENSITY
<br />A5 DETERMINED BY A5TM D 1557. HAND TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL
<br />HAVE A FACE AREA NOT IN EXCESS OF G4 SQUARE INCHES. NAND TAMPERS MAY BE OPERATED EITHER
<br />MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT
<br />CANNOT BE USED. STRUCTURAL FILL OVER 1 2" DEEP SHALL COMPLY WITH A GEOTECHNICAL REPORT,
<br />5. IF 501L5 ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER.
<br />I. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE ( 150 PCF)
<br />AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LE55 THAN
<br />0.05%.
<br />2. ALL CONCRETE DESIGN 15 BASED ON A 28 DAY COMPRESSIVE STRENGTH (f'c) OF 2500 PSI. WHERE
<br />3000 PSI CONCRETE IS REQUIRED BY THE BUILDING DEPARTMENT FOR WEATHERING PURPOSES ONLY, NO
<br />SPECIAL INSPECTION 15 REQUIRED.
<br />3. CONCRETE EXPOSURE CATEGORIES ARE F 1, 50, WO, C 1.
<br />4. CEMENT SHALL CONFORM TO ASTM C 150, TYPE I, C5A NORMAL..
<br />5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK.
<br />G. MIXING, PROPORTIONING AND PLACEMENT OF CONCRETE SHALL DE IN CONFORMANCE WITH ACI 3 16 AND
<br />ACI 301 .
<br />7. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS:
<br />EXTERIOR WALLS, EXPOSED TO WEATHER: I %2"
<br />EXP05ED TO EARTH OR WEATHER (#5 OR SMALLER): I %2"
<br />EXP05ED TO EARTH OR WEATHER (#G OR LARGER): 2"
<br />NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM COVERAGE
<br />8. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT
<br />WHERE 5PECIFICALLY APPROVED.
<br />9. CONCRETE MIXES SHALL BE PROVIDE RD 1N ACCORDANCE WITH ACI 3 18 (WHEN STRENGTH DATA FROM
<br />TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILADLE).
<br />CEMENT CONTENT
<br />SACKS PEP,
<br />LDS/CUBIC YARD CUBIC YARD
<br />F'c (P51) (MINIMUM) (MINIMUM)
<br />2500 (no special inspection) 5 1 7 5-1/2
<br />MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A I " PLUS
<br />TOLERANCE SHALL BE ALLOWED.
<br />DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL
<br />TWO WEEKS PRIOR TO FIR5T USE.
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<br />EXP.07/17/2022
<br />DATE:
<br />1 -""7/2
<br />PROJECT #:
<br />GENERAL
<br />5TRUCTURAL
<br />T
<br />5-1.0
<br />3Gx24 (Arch D)
<br />
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