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STRUCTURALN®TES
<br />BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE",2015 EDITION, GOVERNS THE
<br />DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT
<br />RELIEVE ?HE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED
<br />BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED.
<br />ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAI DRAWINGS FOR INFORMATION INCLUDING, BUT NOT
<br />LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON -BEARING WALLS, STAIRS,
<br />CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS.
<br />STRUCTURAL RESPONSIBILITIES: THE PE IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY
<br />STRUCTURE IN ITS COMPLETED STATE.
<br />CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
<br />CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND WSHA. THE CONTRACTOR IS
<br />RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE
<br />TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE
<br />IS COMPLETED, IT IS THE CONTRACTOR'S RESPONSIBILITY 1-0 BE FAMILIAR WITH THE WORK REQUIRED IN THE
<br />CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.
<br />DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND
<br />SPECIFICATIONS, AND/OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHAL L GOVERN.
<br />DISCREPANCIES SHALL BE BROUGHT -TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
<br />SITE VERIFICATION: THE CONTRACTOR SHALT_ VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
<br />FABRICATION AND/OR CONSTRUCTION. CONFLICTS BETWEEN .THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL
<br />BE BROUGHT ?0 THE ATTENTION OF ?HE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND
<br />UTII HIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING.
<br />WIND DESIGN: BASIC WIND SPEED (3-SECOND GUST), V = 85 MPH(ASD); WIND IMPORTANCE FACTOR, IW _
<br />1.0; OCCUPANCY CATEGORY = 11; EXPOSURE CATEGORY = D;
<br />SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1.0; OCCUPANCY CATEGORY = 11; SS = 1.279G; S1 =
<br />0.487G; SITE CLASS = D; SIDS = 0.853G; SD1 = 0.491G; SEISMIC DESIGN CATEGORY = D;
<br />BASIC SEISMIC FORCE RESISTING SYSTEM = A-13 (BEARING WALL SYSTEMS) LIGHT -FRAMED
<br />WALLS WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE; CS = 0.092; R =
<br />6.5; ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7, SEC 12.&
<br />SNOW LOAD: GROUND SNOW LOAD, PC = 25 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF (DRIFT LOADS
<br />CONSIDERED PER ASCE 7 WHERE APPLICABLE); SNOW EXPOSURE FACTOR, CE = 1.0; SNOW
<br />IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0.
<br />LIVE LOADS: ROOF (LIVE) 20 PSF
<br />ROOF (SNOW) 25 PSF
<br />RESIDENTIAL FLOOR 40 PSF
<br />RESIDENTIAL DECK 60 PSF
<br />DEFERRED SUBMITTALS: ITEMS DESIGNED BY OTHERS SHALL INCLUDE CALCULATIONS, SHOP DRAWINGS AND
<br />PRODUCT DATA. DESIGN SHALL BE PREPARED BY THE SSE AND SUBMITTED TO THE ARCHITECT AND PE FOR
<br />REVIE N PRIOR TO SUBMISSION TO ?HE JURISDICTION FOR APPROVAL. -THE SSE SHALL SUBMIT TO THE ENGINEER
<br />FOR REVIEW CALCULATIONS AND SHOP DRAWINGS THAT ARE STAMPED AND SIGNED BY THE SSE. REVIEW OF THE
<br />SSF'S SHOP DRAWINGS IS FOR GENERAL COMPLIANCE WITH DESIGN CRITERIA AND COMPATIBILITY WITH THE DESIGN
<br />OF THE PRIMARY STRUCTURE AND DOES NOT RELIEVE THE SSE OF RESPONSIBILITY FOR THAT DESIGN. ALL
<br />NECESSARY BRACING, TIES, ANCHORAGE, AND PROPRIETARY PRODUCTS SHALL BE FURNISHED AND INSTALLED PER
<br />MANUFACTURER'S INSTRUCTIONS OR THE SSE'S DESIGN DRAWINGS AND CALCULATIONS.
<br />INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH
<br />IBC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL.
<br />SUBMIT COPIES OF ALL_ INSPECTION REPORTS TO THE ENGINEER FOR REVIEW.
<br />PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SEC 1703.6.
<br />GEOTECHNICAL INSPECTION: THE GEOTECHNICAL ENGINEER OR BUILDING OFFICIAL SHALT_ INSPECT ALL PREPARED
<br />SOIL BEARING SURFACES PRIOR TO PLACEMENT OF CONCRETE AND REINFORCING STEEL AND PROVIDE A LETTER
<br />TO THE OWNER STATING THAT SOILS ARE ADEQUATE TO SUPPORT THE "ALLOWABLE FOUNDATION PRESSURE"
<br />SHOWN BELOW, SOIL VALUES SHALT_ BE FIELD VERIFIED BY THE BUILDING OFFICIAL OR THE GEOTECHNICAL
<br />ENGINEER PRIOR TO PLACING CONCRETE.
<br />DESIGN SOIL VALUES:
<br />ALLOWABLE BEARING PRESSURE (ASSUMED) 1500 PSF
<br />PASSIVE LATERAL_ PRESSURE 150 PSF/FT
<br />ACTIVE LATERAL PRESSURE (UNRESTRAINED) 35 PSF/FT
<br />ACTIVE LATERAL PRESSURE (RESTRAINED) 50 PSF/FT
<br />COEFFICIENT OF SLIDING FRICTION 0.25
<br />SLABS--ON-GRADE & FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR
<br />COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS -ON -GRADE SHALL BE FOUNDED ON
<br />APPROPRIATE SUB -GRADE PREPARATION AS NOTED IN THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER
<br />FOOTINGS SHALL. BEAR NOT LESS THAN 18 INCHES BELOW FINISH GRADE, OR BY THE GEOTECHNICAL ENGINEER
<br />AND THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR
<br />COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON
<br />COMPACTED MATERIAL AND SHALL BE WELL -GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A
<br />#2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95%
<br />MAXIMUM DENSITY AT OPTIMUM MO1S"1URE CONTENT USING THE MODIFIED PROCTOR TEST.
<br />REFERENCE STANDARDS: CONFORM TO:
<br />(1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY".
<br />(2) IBC CHAPTER 19.
<br />(3) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SEC 3 "REINFORCEMENT AND
<br />REINFORCEMENT SUPPORTS."
<br />FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP-15, "STANDARD
<br />SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES."
<br />CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 ".CONCRETE QUALITY, MIXING, AND PLACING."
<br />MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS,
<br />AGGREGATES, MIXING WATER AND ADMIXTURES.
<br />REINFORCING BARS ASTM A615, GRADE 60, DEFORMED BARS.
<br />DEFORMED WELDED WIRE FABRIC ASTM A497
<br />BAR SUPPORTS CRS MSP-2, CHAPTER 3 "BAR SUPPORTS."
<br />TIE WIRE 16.5 GAGE OR HEAVIER, BLACK ANNEALED.
<br />MIX DESIGNS: PROVIDE A 5-SACK MINIMUM, 28-DAY COMPRESSIVE STRENGTH F'C = 2,500 PSI CONCRETE MIX
<br />WITH MAXIMUM 3/4" AGGREGATE AND 0.50 W/C RATIO FOR ALL ISOLATED POST AND CONTINUOUS WALL
<br />FOOTINGS, SLABS--ON--GRADE, AND BASEMENT WALLS EXTENDING NO MORE. THAN 8" ABOVE FINISH GRADE
<br />ELEVATION. FOR BASEMENT WALLS EXTENDING MORE THAN 8" ABOVE FINISH GRADE AND ALL SITE WALLS,
<br />PROVIDE A 5-1/2 SACK MINIMUM F'C = 3,000 PSI CONCRETE MIX WITH MAXIMUM 3/4" AGGREGATE AND 0.50
<br />W/C RATIO.
<br />MIX DESIGN NOTES:
<br />(1) W/C RATIO: WATER--CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL_ WEIGHT OF
<br />CEMENTITIOUS MATERIALS.
<br />(2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL
<br />CONFORM TO ACI 301 SEC 4.2.2.8.8, MAXIMUM AMOUNT OF FLY ASH SHALL_ BE 20% OF TOTAL
<br />CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER.
<br />(3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE
<br />SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE". VERTICAL EXTERIOR SURFACES REQUIRE
<br />"MODERATE EXPOSURE". TOLERANCE IS +/- 1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF
<br />PLACEMENT.
<br />(4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED .AT POINT OF PLACEMENT.
<br />(5) NON -CHLORIDE ACCELERATOR: NON -CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE
<br />SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50F AT THE CONTRACTOR'S OPTION.
<br />FORMWORK: CONFORM TO ACI 301 SEC 2 "FORMWORK AND FORM ACCESSORIES." REMOVAL OF FORMS SHALL
<br />CONFORM ?O SEC 2.3.2 EXCEPT STRENGTH INDICATED IN SEC 2.3.2.5 SHALL BE 0.7.5 F'C,
<br />r + i r� r
<br />r i
<br />M_N,SURIy� ,�11XING AND DELIVERY: CONFORM T R � 0 ACI 3011 SEC 4.3.
<br />HA
<br />j,iDLING PLACING CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5.
<br />REBAR FABRICATION & PLACING: CONFORM TO ACI 301, SEC 3.2.2 "FABRICATION", AND ACI SP-66 "ACI
<br />DETAILING MANUAL." CONFORM TO ACI 301, SEC 3.3.2 "PLACEMENT." PLACING TOLERANCES SHALL CONFORM TO
<br />SEC 3.3.2.1 "TOLERANCES."
<br />SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO PLANS FOR TYPICAL SPLICES.
<br />FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #;F3 THROUGH
<br />#5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS.
<br />CORNERS BARS: PROVIDE MATCHING -SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS
<br />WITH THE APPROPRIATE SPLICE LENGTH, UiNO,
<br />CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, T ABLE 3.3.2.3:
<br />CONCRETE CAST AGAINST EARTH 3"
<br />CONCRETE EXPOSED TO EARTH OR WEATHER (#5 & SMALLER) 1-1/2"
<br />BARS IN SLABS AND WALLS 3/4"
<br />CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2.5, 5.1.2.3A, 5.2.2.1, AND 5.3.2.6. CONSTRUCTION JOINTS
<br />SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. USE OF AN ACCEPTABLE ADHESIVE,
<br />SURFACE RETARDER, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNL_cSS
<br />SPECIFICALLY NOTED ON THE DRAWINGS. WHERE SHEAR BOND IS REQUIRED, ROUGHEN SURFACES TO 1/4"
<br />AMPLITUDE,
<br />REFERENCE STANDARDS: CONFORM TO:
<br />(1) IBC CHAPTER 23 "WOOD",
<br />(2) NDS AND NDS SUPPLEMENT - "NATIONAL_ DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",
<br />(3) ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL- PLATE- CONNECTED WOOD TRUSS CONSTRUCTION",
<br />DEFERRED SUBMITTALS: SUBMIT PRODUCT DATA AND PROOF OFICC APPROVAL FOR FRAMING MEMBERS AND
<br />FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT CALCULATIONS PREPARED BY THE SSE IN THE
<br />STATE OFWASHINGTON FOR ALI MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP
<br />DRAWINGS, ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED
<br />AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN
<br />CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER
<br />DESIGN LOADS SECTION,
<br />IDENTIFICATION: ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE
<br />GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY,
<br />MATERIALS:
<br />SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS
<br />ACCEPTABLE AT INTERIOR WALLS ONI Y.
<br />MEMBER USE SIZE SPECIES _GRADE
<br />STUDS & POSTS 2x, 4x HEM -FIR NO. 2
<br />RAFTERS 2x4 - 2x10 HEM -FIR NO. 2
<br />BEAMS 4x8 - 412 HEM -FIR NO. 2
<br />BEAMS 6x8 - 6x12 HEM -FIR NO. 2
<br />POSTS & TIMBERS 6x, 8x DOUG--FIR NO. 2
<br />- GLUED LAMINATED TIMBER: CONFORM TO ATC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL
<br />GLUE -LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI/AITC A190.1
<br />"STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000'
<br />RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
<br />MEMBER USE SIZES _SPECIES STRESS CLASS USES
<br />BEAMS ALL DF/DF 24F-1.8E SIMPLE SPANS
<br />ALL DF/DF 24F-1.8E [(-FB)=(+FB)] CANTILEVER SPANS
<br />c
<br />- METAL PLATE CONNECTED WOOD ROOF TRUSSES: �. CONFORPr1 TO IBC SEC 2.503.4 TRUSSES.
<br />- WOOD STRUCTURAL SHEATHING (PLYLIQQD : WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL
<br />VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, 1-1-11 SIDING, AND
<br />COMPOSITES OF VENEER AND WOOD BASED MATERIAL, CONFORM TO PRODUCT STANDARDS PS-1 AND PS-2
<br />OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA).
<br />MINIMUM APA RATING _
<br />LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE
<br />ROOF 15/32" 32/16 C-D 1
<br />FLOOR 23/32" T&G 24 OC STUDD-I-FLOOR 1
<br />WALLS 15/32" 32/16 C-D 1
<br />WALLS(AL?) 7/16" OSB 24/16 C-D 1
<br />JOIST HANGERS AND CONNECTORS: SHALL BE "STRONG TIE" BY SIMPSON COMPANY OR USP EQUIVALENT AS
<br />SPECIFIED IN THEIR LATEST CATALOGS, ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE
<br />SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC APPROVAL_ FOR EQUIVALENT OR GREATER LOAD
<br />CAPACITIES AND ARE REVIEWED AND APPROVED BY THE SER PRIOR TO ORDERING, CONNECTORS SHALL BE
<br />INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,
<br />PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF -
<br />ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALT_ BE FULL
<br />LENGTH COMMON, NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO
<br />ALI OW THE WOOD TO SHRINK AND THE BUILDING TO SETTLE,
<br />- NAILS AND STAPLES; CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL
<br />PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED
<br />ON THE DRAWINGS ARE BASED ON THE 'FOLLOWING SPECIFICATIONS:
<br />SIZE LENGTH DIAMETER
<br />10d 3" 0.148"
<br />(8d & 1Od ALTERNATIVE) PASLODE TE?RAGRIP NAILS 2-3/8" 0.113"
<br />12d (16d SINKER) 3-1/4" 0.148"
<br />16d 3-1/2" 0.162
<br />- LAG BOLTS/BOLTS: CONFORM TO ASTM A307.
<br />NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING
<br />SCHEDULE EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL
<br />BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING.
<br />STANDARD LIGFi?-FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC
<br />SEC 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION
<br />REQUIREMENTS."
<br />(1) WALL FRAMING: UNi_ESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16"OC AND ALL
<br />EXTERIOR WALLS SHALL BE 2X6 @ 16"OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS AND EACH
<br />SIDE OF ALL OPENINGS, UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM
<br />OF (1)TRIM AND (1)KING STUD AND ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM AND
<br />(2)KING STUDS. AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A
<br />MINIMUM OF (2) BUNDLED 2X STUDS AND ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF
<br />(3) BUNDLED 2X STUDS. STITCH -NAIL BUNDLED STUDS WITH (2)10D @ 12"OC. UNO, ALL INTERIOR AND
<br />EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR
<br />BEARING WALLS AND POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW
<br />WITH 16D @ 12"OC OR TO CONCRETE WITH 5/8"-DIA. ANCHOR BOLTS X 7 EMBEDMENT AT 48"OC. REFER
<br />TO SHEAR '.HALL SCHEDULE FOR SPECIFIC SHEATHING STUD AND NAILING SHEAR
<br />AT REQUIREMENTS AR
<br />Q E
<br />WALLS. UNO, PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON
<br />EXTERIOR SURFACES.
<br />(2) ROOF/FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE_ DOUBLE JOISTS/RAFTERS UNDER ALL
<br />PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS
<br />AROUND ALL ROOF/FLOOR OPENINGS. UNO, MULTI-JOISTS/RAFTERS SHALL BE STITCH -NAILED TOGETHER
<br />WITH (2)10D @ 12"OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT
<br />UNBLOCKED PLYWOOD EDGES, ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE
<br />SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL. EDGES AND ENDS OF ROOF/FLOOR
<br />SHEATHING, ROOF/FLOUR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS.
<br />MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF
<br />19% EXCEPT FOR THE PRESSURE -TREATED WOOD SILL PLATE.
<br />PRESERVATIVE TR ATM NT: WOOD MATERIALS ARC REQUIRED -TO BE "TREATED WOOD UNDER CERTAIN
<br />CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY AND TERMITES". CONFORM TO
<br />THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION (A.WPA) FOR SAWN LUMBER,
<br />GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES AND MARINE PILES. FOLLOW AMERICAN LUMBER
<br />STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES, PRODUCTS SHALL BEAR THE APPROPRIATE
<br />MARK,
<br />METAL CONNECTORS/PT WOOD: CK ENGINEERING LLC RECOMMENDS THAT ALL METAL HARDWARE AND FASTENERS
<br />IN CONTACT WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT THE OWNER'S RISK AND
<br />DISCRETION, HOT -DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU
<br />OF STAINLESS STEEL PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ/SF AND
<br />ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR ?HE EXPECTED ENVIRONMENT AND
<br />MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE
<br />WOOD.
<br />rr
<br />J <C
<br />i i l- I nil I_3
<br />MODEL
<br />,>
<br />ANCHORAGE TYPE (,,,.6>
<br />FASTENERS
<br />END STUD
<br />REQUIRED(,,,)
<br />CAPACITY (LBS)
<br />DOUG-FIR HEM -FIR
<br />CS14
<br />FIR-TO-FLR STRAP
<br />(E L 19")
<br />(30) 10d COMMON
<br />2x STUD
<br />2,490
<br />2,490
<br />LSTHD8/RJ
<br />CAST -IN -PLACE
<br />(16) 16d SINKERS
<br />(2) 2x STUDS'
<br />1,975
<br />1,975
<br />STHD14/RJ
<br />CAST -IN -PLACE
<br />(22) 16d SINKERS
<br />(2) 2x STUDS
<br />3,69.5
<br />3,695
<br />HDU8
<br />SSTB28
<br />(20) 1/4 �x21/2
<br />(3) 2x STUDS
<br />7,870
<br />5,665
<br />SDS WOOD SCREWS
<br />NOTES:
<br />1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON ANCHOR TIE DOWN CO., INC; ACCEPTABLE
<br />EQUIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MAN UFAC? URERS WITI-I SER APPROVAL.
<br />2. LOCATE ALL. HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED END STUDS.
<br />3. BUNDLED END STUDS SHOULD BE STITCH -NAILED TOGETHER USING MINIMUM (2) 16d @ 10"OC, UNO.
<br />4. LOCATE "HDU# %..STHD#" & "STHD#" HOLDOWNS AT CONCRETE FOUNDATION LEVEL. (DETAIL B & C)
<br />LOCATE "CS#", "MST", "MSTC#" & "CMST#" STRAPS AT FLOOR -TO -FLOOR CONNECTIONS. (DETAIL A)
<br />5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 5" FROM CONCRETE WALL ENDS.
<br />6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL" FOR 3x SILL PLATES.
<br />7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM V/2" EDGE DISTANCE FROM CONCRETE CORNER TO "STHD" STRAP.
<br />USE "RJ" STYLE WITH "STHD" WHERE RIM JOIST IS PRESENT,
<br />8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS,
<br />SCHEDULEHOLDOWN
<br />SCALE: N.T.S.
<br />WOOD -FRAMED SHEAR WALL SCHEDULE
<br />FOR Fi M-FIR/IDOUG-FIR STUB FRAMING
<br />BOTTOM PINE & EDGE MEMBER SILL PLATE REQUIREMENTS
<br />RIM JOIST OR BLOCKING REQUIREMENTS
<br />SW SW SHEATHING NAIL SIZE & ATTACHMENT - SHEAR LOAD
<br />ATTACHMENT?0 CAPACITY PL F
<br />TYPE ( APA-RATED SPACING @ PANEL ETOP PLATE BELOW
<br />'EDGES SHEAR NAILING TO BOTTOM ANCHOR BOLT TO SILL F1 AT ( )
<br />WOOD FRAMING BELOW AT FRAMING CONCRETE FOUNDATION FOUNDATION
<br />1, 2, 121 L4, 5_61 -- L8' 91 - - - - - [10] - - [1]J --
<br />SW-6 15/32" CD-EXT 0.131"0 x 21/2" CLIP @ 18"OC 0.148"0 x 31/" @ 6"OC 2x 5/ "0 @ 48"OC P.T. 2x 260
<br />@ 6"OC 8
<br />0.131 " o x 21/ " 0.148 "0 x 31/ " @ 4"OC 5 >,
<br />SW-2 15/32" CD-EXT � CLIP @ 8"OC 4 3x
<br />@ 2"OC, STAGGERED & CLIP @ 16"OC /g @ 24"OC P.T. 3x 640
<br />f151 (151
<br />(NOTES:
<br />1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY
<br />2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING
<br />SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME
<br />STUDS.
<br />3. BLOCKING IS REQUIRED AT ALL PANEL EDGES.
<br />4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON
<br />THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS
<br />DESIGNATED ON PLANS, HOLDOWN REQUIREMENTS PER PLANS.
<br />5. SHEAR WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING,
<br />ETC. ABOVE AND BELOW ALL OPENINGS).
<br />6. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOI DOWN POSTS, EDGE NAILING MAY ALSO BE
<br />REQUIRED TO EACH STUD USED IN BUILT-UP NQLDOWN POSTS. ADDITIONAL INFORMATION PER
<br />HOLDOWN SCHEDULE & DETAILS.
<br />7. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING
<br />WITH 0.148"0 x 21/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.148"0 x 21/2"
<br />NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC.
<br />8. BASED ON 0.131 "0 x 11/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE
<br />0.131 "0 x 21/2" NAILS WHERE INSTALLED OVER SHEATHING.
<br />9, FRAMING CLIPS: SIMPSON "A35" OR "LTP5" OR APPROVED EQUIVALENT.
<br />WOOD -FRAMED SHEAR WALLSCHEDULE
<br />10. ANCHOR BOLTS SHALL- BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS
<br />3"x3"xO.229"(MIN). THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 "/4"
<br />PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE
<br />WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDES) WITH
<br />SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE
<br />4.5"x4.5"xO.229"(MIN) PLATE WASHERS. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE.
<br />11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE
<br />HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES
<br />(FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING
<br />MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES.
<br />12. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD
<br />FOR ALTERNATE NAILING REQUIREMENTS.
<br />13. AT ADJOINING PANEL_ EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x
<br />STUD. DOUBLE 2X STUDS SHALL BE CONNECTED TOGETHER BY NAIIING THE STUDS TOGETHER WITH
<br />3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING.
<br />14. CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES
<br />TO CAST -IN -PLACE ANCHOR BOLTS, SPECIAL INSPECTION MAY BE REQUIRED,
<br />15. NAIL STUDS 1-0 3x BOTTOM/SILLPLATES WITH EITHER (2) 0.148"Ox4" END NAILS OR
<br />(4) 0.131 "Ox21/2" TOENAILS.
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<br />Drawn By: P.
<br />Checked By: SC
<br />i - 1,
<br />CK JOB NO.
<br />20-044
<br />
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