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01430SHEAR WALL SCHEDULE WIC FOR 0.131"Ox 2 1/2" NAILS IN DOUG-FIR LARCH (2015 IBC) [171
<br />SOME SHEAR WALL TYPES NOTED MAY NOT BE USED
<br />ON THIS PROJECT.
<br />WALL SHEATHING NAIL SIZE & SPACING BLOCKING & STUD RIM JOIST OR BLOCKING 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT
<br />WALL SHEAR CAPACITY
<br />APA-RATED AT ALL PANEL EDGES SIZE AT ADJOINING CONN TO TOP PLATE NAILING TO WOOD RIM JOIST ANCHOR BOLT TO SILL PLATE AT
<br />TYPE [1, 2, 12, 131 [4, 51 PANEL EDGES [3, 6, 141 BELOW [7, 81 OR BLOCKING BELOW CONCRETE BELOW [101 FOUNDATION [111 LBS/FT
<br />W6 15/32" 0.131"Ox2 1/2" @ 6"OC 2x CLIP @ 16"OC 0.148"Ox3 1/4" @ 8"OC 5/8"0 @ 48"OC 2x 260
<br />W4
<br />15/32"
<br />0.131"Ox2 1/2" @ 4"OC
<br />2x
<br />CLIP @ 16"OC
<br />0.148"Ox3 1/4" @ 6"OC
<br />5/8"0 @ 48"OC
<br />2x
<br />350
<br />3
<br />15/32"
<br />0.131 "Ox2 1/2" @ 3"OC
<br />3x
<br />CLIP @ 12"OC
<br />0.148"Ox3 1/4" @ 4"0C
<br />5/8"0 @ 32"OC
<br />2x
<br />490
<br />STAGGERED
<br />"2
<br />15/32"
<br />0.131"Ox2 1/2" @ 2"OC
<br />3x
<br />CLIP @ 16"OC
<br />0.148"Ox3 1/4" @ 6"OC
<br />5/8"0 @ 24"OC
<br />2x
<br />640
<br />STAGGERED
<br />EACH SIDE
<br />(2) ROWS [91
<br />24
<br />0 13 "Ox2 1/2"
<br />3x
<br />CLIP 1
<br />0.148"Ox3 1/4" @ 6"0C
<br />5/8"0 @ 24"OC
<br />3x 1161
<br />760
<br />BOTH SIDES
<br />STAGGERED
<br />EAC@H SIDE
<br />2) ROWS [91
<br />23
<br />0.13 OC
<br />3x
<br />CLIP
<br />0.14 @ 4"OC
<br />5/8"0 @ 16"OC
<br />3x [161
<br />980
<br />BOTH/SIDES
<br />STAGGER D3
<br />EA H SIDE
<br />(2) R WS1/4"
<br />2) Rows [91
<br />CLIP @ 10"OC
<br />2W2
<br />15/32"
<br />0.131 "Ox2 1/2" @ 2"0C
<br />3x
<br />CLIP @ 10"OC
<br />EACH SIDE [7,81 OR
<br />5/8"0 @ 16"OC
<br />3x [161
<br />1280
<br />BOTH SIDES
<br />STAGGERED
<br />EACH SIDE
<br />(2) ROWS OF SDWH0.195x4
<br />SCREWS @ 6"OC [91
<br />NOTES:
<br />[11 INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY.
<br />[21 WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING
<br />SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME
<br />STUD.
<br />[31 BLOCKING IS REQUIRED AT ALL PANEL EDGES
<br />[41 PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS
<br />INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR
<br />DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. ALTERNATE
<br />NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE OPENINGS REQUIRE
<br />SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS).
<br />[51 SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO
<br />BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION
<br />PER HOLD-DOWN DETAILS.
<br />161 INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE
<br />FRAMING WITH 0.131"Ox2 1/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"Ox2
<br />1/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC.
<br />[71 BASED ON 0.131"Ox 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE
<br />0.131"Ox2 1/2" NAILS WHERE INSTALLED OVER SHEATHING.
<br />[81 FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT.
<br />[91 WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE
<br />DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 1/2" APART
<br />MINIMUM.
<br />y sir a, sE P` .i
<br />m 1
<br />4
<br />t
<br />i
<br />M� R"
<br />SCALE. 1 = 1 -0" (01430)
<br />[101 ANCHOR BOLTS SHALL BE PROVIDED WITH HOT -DIPPED GALVANIZED STEEL PLATE WASHERS
<br />0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 3/4"
<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 SIDE(S) WITH SHEATHING
<br />AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE PLATE WASHER 0.229"x4 1/2"x4 1/2" MINIMUM.
<br />EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE.
<br />11 PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE T
<br />f 1CORROSION IN HE 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 GENERAL NOTES.
<br />[121 7/16" APA-RATED SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED THAT
<br />ALL STUDS ARE SPACED AT 16"OC MAXIMUM.
<br />[131 WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE
<br />ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS.
<br />[141 AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE
<br />3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH
<br />3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION.
<br />[151 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT
<br />ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED.
<br />1161 NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"Ox4" END NAILS OR
<br />(4) 0.131 "Ox2 1/2" TOENAILS.
<br />1171 X WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING.
<br />[181 EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES
<br />ADJOINING PANEL EDGE
<br />PANEL EDGE NAILING, TYP
<br />NAILING TO MATCH
<br />PLATE NAILING
<br />(2) 2x STUDS
<br />A
<br />NOTE:
<br />FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY.
<br />SCALE: 1" = V-0"
<br />(06904)
<br />600T150-43x12" W/
<br />(4) #10 SCREWS TO
<br />(E) ROOF
<br />TRACK PER 1/S4.0
<br />(E) WATER PROOFING
<br />(E) METAL DECK
<br />VERIFY NO PENETRATION
<br />OF WATER PROOFING
<br />TOP PLATE
<br />SHTHG PER PLAN
<br />TOWS 0.148"Ox3 1/4"
<br />LS ((16) TOTAL)
<br />HI1 ANCHOR AT EA TRUSS
<br />.GG (WITHIN AREA
<br />PER ARCH DIAPHRAGM EDGE NAILING
<br />SPLICE) @ 6"OC
<br />PER PLAN
<br />SOLID 2x BLKG W/ VENT HOLES
<br />PER ARCH (2"0 MAX)
<br />(3) 0.131"Ox2 1/2" TOENAILS
<br />TO EA BLOCK
<br />TE SPLICE TO
<br />'UR OVER
<br />DS, TYP
<br />D WALL PER PLAN
<br />it
<br />PREFAB ROOF
<br />TRUSSES PER PLAN
<br />FASCIA PER ARCH -
<br />OVERHANGPERARCH
<br />STUD WALL & SHTHG
<br />PER PLAN
<br />�,4m y r� ! R♦cea Fj � � � � ' � "� � � �� �,.id s1 r � ,,� I�_
<br />SCALE: 1" = V-0" (06065A)
<br />NEW
<br />CS22 x 48" STRAP W/
<br />0.131"Ox2 1/2" NAILS @ 3"0C
<br />T/SHTHG
<br />PER PLAN
<br />2x BLKG AT BRACE
<br />& TRUSS BAY
<br />ADJACENT TO
<br />BRACE W/A35
<br />TO TRUSS, EA END-
<br />2x6 BRACE @
<br />4 3
<br />0.148" x31/4" AILS
<br />PREFAB WOOD
<br />TRUSSES PER
<br />PLAN, TYP
<br />(2) TRUSSES
<br />JADJACENT
<br />BLE
<br />D 3
<br />RDS
<br />T TOUSTNEDORT LOADSACE_
<br />SCALE: 1 1/2" = V-0" % SCALE. 1" = 1 -0"
<br />CL TRUSS CL TRUSS
<br />PER PLAN PER ARCH
<br />(2'-0" MIN) ®I W-6" MAX)
<br />DIAPH RAG M
<br />EDGE NAILING
<br />PER PLAN
<br />GABLE END TRUSS W/ VERTS @ 24" MAX PER
<br />TRUSS MFR, DESIGN TOP CHORD OF GABLE
<br />END TRUSSES FOR NOTCHES AT OUTRIGGER,
<br />SHEATH PER WALL BELOW, BLOCK PANEL
<br />EDGES PER SHEAR WALL SCHED AS REQD-
<br />01420
<br />[1, 2, 7, 111-® INDICATES FOOTNOTES
<br />ANCHOR [41
<br />CONCRETE EMBEDMENT/CAPACITY
<br />NUMBER OF
<br />TYPE
<br />STUDS/POST
<br />NAILS, SCREWS
<br />OR BOLTS
<br />DIAMETER
<br />NOTES
<br />STEMWALL [51
<br />FOOTING
<br />EMBED
<br />CAPACITY
<br />EMBED
<br />CAPACITY
<br />[3,121
<br />[101
<br />II
<br />CIP [6,131
<br />CIP [61
<br />HDU2
<br />(2) 2x
<br />(6) SDS1/4x2 1/2
<br />5/8"0
<br />10"
<br />3.1k
<br />8"
<br />3.1k
<br />----
<br />HDU4"
<br />(2) 2x
<br />(10) SDS1/4x2 1/2
<br />5/8"0
<br />10"
<br />4.6k
<br />8"
<br />4.6k
<br />----
<br />®
<br />HDU5
<br />(2) 2x
<br />(14) SDS1/4x2 1/2
<br />5/8"0
<br />10"
<br />5.2k
<br />8"
<br />5.6k
<br />3
<br />®
<br />HDU8
<br />(3) 2x
<br />(20) SDS1/4x2 1/2
<br />7/8"0
<br />10"
<br />6.9k
<br />10"
<br />7.9k
<br />----
<br />Lu
<br />uj
<br />HDU11
<br />(1) 4x6 OR
<br />(30) SDS1/4x2 1/2
<br />1"0
<br />10"
<br />7.8k
<br />12"
<br />9.5k
<br />(1) 6x
<br />0
<br />Z
<br />HDU14
<br />(1) 6x
<br />(36) SDS1/4x2 1/2
<br />1110
<br />10"
<br />7.8k
<br />15"
<br />13.6k
<br />----
<br />C�
<br />HD12
<br />(1) 6x6
<br />(4) 1"0
<br />1 1/8"0
<br />10"
<br />8.6k
<br />15"
<br />15.5k
<br />----
<br />HD19
<br />(1) 6x6
<br />(5) 1"0
<br />1 1/4"0
<br />10"
<br />9.5k
<br />18"
<br />19k
<br />SCALE: V = V-0" (01420)
<br />OUTRIGGER PER PLAN
<br />W/ (2) 0.131 "Ox3 1/4"
<br />NAILS TO TRUSS
<br />2x BLKG BTWN
<br />OUTRIGGERS W/
<br />0.131 "Ox3 1/4" NAILS
<br />@ 8"OC TO TRUSS
<br />FOR BRACES OVER 6'-0"
<br />LONG, ADD 2x4 FLAT BRACE
<br />W/ 0.131 "Ox3 1/4" NAILS @
<br />8"0 C
<br />0.131"Ox3 1/4" TOENAILS
<br />@ 8"OC, TRUSS TO
<br />TOP PLATE
<br />EDGE NAILING PER PLAN
<br />RIM JOIST CONN PER
<br />SHEAR WALL SCHED
<br />GBC (GABLE BRACE
<br />CONNECTOR)
<br />STUD WALL & SHTHG
<br />PER PLAN, TYP
<br />NOTES:
<br />[11 SOME HOLD-DOWN TYPES MAY NOT BE USED ON THIS PROJECT.
<br />[21 TYPICAL HOLD-DOWN DETAILS PER 10/S3.0 AND 8/S4.0. ANCHOR
<br />REINFORCEMENT REQUIRED AT STEMWALLS.
<br />[31 PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT
<br />HOLD-DOWN STUDS/POSTS.
<br />141 BASED ON MINIMUM Vc = 3000 PSI CONCRETE.
<br />[51 STEMWALLS SHALL BE 8" WIDE x 18" TALL MINIMUM.
<br />[61 CAST -IN -PLACE (CIP) TYPE THREADED RODS AT HOLD-DOWNS SHALL
<br />HAVE TWO HEX HEAD NUTS WITH OVERSIZED WASHERS.
<br />[71 INCLUDES 1.6 LOAD DURATION INCREASE FOR WOOD.
<br />[81 BASED ON 11 7/8" DEEP FLOOR JOIST.
<br />[91 TOTAL NAILS SPECIFIED, USE HALF THE NAILS AT THE STUDS ABOVE
<br />AND BELOW LEVEL BEING CONNECTED.
<br />[101 AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED
<br />B 0 LTS.
<br />[111 POST INSTALLED HOLD-DOWN OPTIONS MAY BE AVAILABLE AT
<br />SOME CONDITIONS. CONTACT ENGINEER OF RECORD PRIOR TO
<br />CONSTRUCTION.
<br />[121 NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER
<br />SHEAR WALL SCHEDULE.
<br />[131 STUD WALLS SHALL BE 2x6, CENTER HOLD-DOWN IN STUD WALL.
<br />COPYRIGHT NOTICE
<br />TH S DOC UIMENT AND THE NFURMAT ON
<br />HEREN RELATN% TO THE PP,OJECT ARE
<br />AN NSTRUMENT OF SERVCE AND THE
<br />COP`iRGHTED PROPERTY OF BGTESCH,
<br />MASH 1VD IIAI_I_ ARCH TECTS, P.S. NO
<br />PART HEREOF SHALL BE COPFD
<br />DUPL CATER. D STR B UTED. D SC. LOSED
<br />ORMADE AVAILABLE TO OTHERS OR
<br />USED TO ANY E`,TENT NtlHATSGFVER,
<br />EXCEPT AS E`(PRESSLY AUTHOREED N
<br />VRTPIC BY BGTESCH. HASH APID HALL
<br />ABC HTECTS, P.S.
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<br />JOB NUMB-R
<br />13011-0034
<br />GATE 07/11 /1 S
<br />DRAWN BY
<br />EC
<br />CHECKED BY
<br />G
<br />SHEET TITLE
<br />E2 A 71z, , O �i
<br />SHEET NU>✓IBER
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<br />CITY OF EVERET a
<br />
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