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COPYRIGHT NOTICE
<br /> THIS DOCUMENT AND THE INFORMATION
<br /> - _ 2x12 BLKG @ 48 OC
<br /> HEREIN RELATING TO THE PROJECT ARE
<br /> AN INSTRUMENT OF SERVICE AND THE
<br /> COPYRIGHTED PROPERTY OF BOTESCH,
<br /> ROOF SHTHG PER PLAN 2x12 BLKG ( ' NASH AND HALL ARCHITECTS, P.S. NO
<br /> PART HEREOF SHALL BE COPIED,
<br /> (E) ROOF DECKING CLIP PER SHEAR WALL SCHED CLIP PER SHEAR WALL SCHED GRID DUPLICATED, DISTRIBUTED, DISCLOSED OR
<br /> GRID MADE AVAILABLE TO OTHERS OR USED TO
<br /> ANY EXTENT WHATSOEVER, EXCEPT AS
<br /> EXPRESSL'f AUTHORP_FD IN WRITING BY
<br /> `Lr nl�o�i BOTESCH, NASH AND HALL ARCHITECTS,
<br /> m=ii
<br /> rli..wi�l 1,UI P.S.
<br /> SDS1/4x5 @ 12"0C "Ill
<br /> lROOF FRAMING II 2x4 @ 16"OC ,BEVELED SHIM JOISTS PER PLANcis
<br /> W3 SHEAR WALL PER PLAN i PANEL EDGE NAILING PER PLAN IVENEER PER ARCH
<br /> H2.5 EA JOIST
<br /> III II! 111 0.148"0x3" NAILS @ 3"OC '
<br /> IIISHTHG & NAILING PER W2 SHEAR WALL �I W6 SHEAR WALL BEAM PER PLAN
<br /> 2x4 @ 16 OC 2x4 @ 16 OC SND WALL PER PAN ®II STUD WALL SHTHG PER PAN
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<br /> ;;iu�- TAPERED R 4 c7
<br /> f �� PANEL EDGE NAILING "'
<br /> ,r 2x6 BLKG W/ 0.148 00x3 2x6 BLKG W/ 0.148 0x3 II
<br /> I1 NAILS @ 3"OC STAGGERED NAILS @ 3"OC STAGGERED u
<br /> ;, ,r NEW SHTHG PER PLAN / 3x6 BLKG
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<br /> — (II ROOF SHTHG PER PLAN ROOF SHTHG PER PLAN II,„� r I
<br /> BEAM PER PLAN _11/
<br /> All —_ ---.7,-.- ---,-----,,-.
<br /> =�==_�� _ BEAM PER PLAN
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<br /> JOISTS PER PLAN
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<br /> I 2x12 LEDGER W/ (3) 1/4"0x3"
<br /> SDS SCREWS TO EA STUD ,/) -H6 TO EA JOIST
<br /> i'--) OVE:.i H,'1- ffj( i ' ) x 'i.). " l?G I /NI to
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<br /> JOISTS PER PLAN JOISTS PER PLAN _'') I3L I\EHOV:r1:5 N
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<br /> I DETAIL SECTIONfp - - (E) >' r�ri w x
<br /> 0ROOF DETAIL D _
<br /> SCALE: 1"--1'-0" SCALE: 1"=1'-0" SCALE: 1"--1'-0" SCALE: 1"=1'-O" o
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<br /> �\ �\ � � � �\ \\, O ." \aa.��,,a.. .�,..> ,....._u,„_.....�. \\`...: =:V,. :.� Via,. •tea �\a...• v .ia. '.,� �.w,.:�\a.. '\ ''�`.�` .," v '.>:' ?
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<br /> (1) 15/32 APA RATED SHTHG W/ 0.131"0x21/2" iiiN t
<br /> \ i NAILS @ 6 OC & 12 OC FIELD _
<br /> f (2) 3/4"0 THRU BOLTS j
<br /> t ;) 2x6 @ 16"OC N 2LS0.148"f3x3"
<br /> �, Y .., . .�.�..�..�...;,�- .�--_>�., i� •..a � �� �'aa....�aaa a`. •.a `.a\.\,aaaa �. �aa. �aa �aa,: � i —_ _STEEL COL CAP 4
<br /> y 41 CONSTRUCT SIM �`I a3 I�—= -- == =. = _, _ = -mom iii —==_� 2x4 BLKG, TYP
<br /> SHEARWALL SCHEDULE W6> FOR 0.148"0x21/2" NAILS IN DOUG-FIR LARCH (2015 IBC) [16] TO SIMPSON ,� / ,�
<br /> ' SOME SHEAR WALL TYPES NOTED MAY NOT CC W/ 1/4"R
<br /> 3 / 6 SHTHG &
<br /> \ BE USED ON THIS PROJECT.
<br /> W
<br /> 3 BRICK VENEER /j Ijj NAILING
<br /> WALL SHEATHING NAIL SIZE & SPACING BLOCKING & STUD RIM JOIST OR BLOCKING 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT 1"f I u!WALL SHEAR CAPACITY ( ) H6 @ EA STUD w
<br /> APA-RATED AT ALL PANEL EDGES SIZE AT ADJOINING CONN TO TOP PLATE NAILING TO WOOD RIM ANCHOR BOLT TO SILL PLATE AT / { E GL9x26
<br /> TYPE [1 2 12] [4, 5] PANEL EDGES [3, 6, 13] BELOW [7, 8] JOIST OR BLOCKING BELOW CONCRETE BELOW [10] FOUNDATION [11] LBS FT
<br /> a
<br /> W6> 15/32" 0.148"0x21/2" @ 6"OC 2x CLIP @ 16"OC 0.148"0x31/4" © 6"OC 5/8"0 @ 48"OC 2x 310 STL COL PER PLAN % ' CS6x51/2" LONG
<br /> 5 » 0.148"�x21 " @ 4"OC 5I 'ALIGN W/ H6 STRAP I ROOF SHTHG
<br /> • �4-> 15/32" /2 3x CLIP © 12"OC 0.148"0x31/4" © 4"OC /8„� @ 32"OC 2x 460 I SHEAR TAB /4x6 W/ CO
<br /> k PER PLAN
<br /> STAGGERED » 5/8 0 @ 48 OC 3x [15] a I 3 1 ` = _
<br /> (2) /4"0 A307 BOLTS ire
<br /> 15 °> 0.148 0x21/2 @ 3 OC CLIP @ 16'0C 0.148 0x31/4 @ 6 OC 5/8 0 @ 24 OC 2x )STUD WALL 11 I.
<br /> W3> /32 3x (2) ROWS [9] 5/6"0 @ 32"OC 3x [15]
<br /> , 2x BLKG @ 48 OC
<br /> 3 STAGGERED EACH SIDE 600 � �. '.. .'1 �PER PLAN
<br /> 1 » » 1 5
<br /> 0.1 48 0x2 /2 @ 2'OC CUP @ 16 OC 0.1 48 0x3 /4 @ 4 OC /8 0 @ 1 COO 2x �' '- .._....-._.:.:............. w._._____...._._____._.._...._.___.»__..w.
<br /> y I W2> 15/32 STAGGERED 3x EACH SIDE 5 "� @ 24"OC 3x [15] 770 t j
<br /> (2) ROWS [9] /8
<br /> > 2W4> 15/32" 0.148 0x21/2 @ 4 OC 3x CLIP @ 12 OC 0.148"0x31/4 @ 4 OC „ „;, 5/g 0 @ 24 OC 3x [15] 920 -
<br /> BOTH SIDES STAGGERED EACH SIDE (2) ROWS [9] Ito
<br /> + 4x BLKG ©
<br /> » STRAPS IN 1ST —
<br /> 15/32 0.148 0x21/2 @ 3 OC CLIP © 8 OC (2) ROWS OF SDWHO.195x4 „ „ I„•• 3` JOISTS F - --BUNDLED JOISTS
<br /> 2W3> 3x » 5 0 @ 16 OC 3x [15] 1200 3 3 W= :` )JOIST SPACE 4'-
<br /> BOTH SIDES STAGGERED EACH SIDE SCREWS @ 8 OC [9] /8 3 / PER PLAN PER PLAN < 0) ,,,„,,
<br /> CLIP @ 8"OC a 1: (E) W10 BM ) n 2x BLKG n \�_
<br /> '' 2W2> BOTH SIDES LL
<br /> 15/32" 0 148 STAGGERED 2 OC 3x CEACHLIP @ SIDEC 2 ROWSSIOF DE SDWHO.95x4 5/8"0 © 12"OC 3x [15] 1540 I .„ VERIFY y @STRAPS �— WHEREOCC INTERIOR URS
<br /> O SCREWS @ 6"OC [9] t - 2Y2- 1y» 1/4 pr ) 2 <
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<br /> _
<br /> NOTES:
<br /> A
<br /> [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [10] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT DIPPED GALVANIZED STEEL PLATE WASHERS TAIL " WEST WALL ROOF TAI L 0.229"x3"x3" MIN. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED
<br /> ft
<br /> [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x 13/16"x13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER
<br /> ' 2 N. nii°
<br /> FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE SCALE: 1"=1'-0 SCALE: 1"=1'-0"
<br /> LOCATED ON THE SAME STUDS.
<br /> ON THE SIDE(S) WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE ;. .' as-- ,a.\- r aa.� •,.a. ya` �\\a,...•,.,,•.aa „••..,:• y:. �, a , as ,
<br /> [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. PLATE WASHER 0.229"x41/2"x41/2" MINIMUM. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE /1\ NOTES:
<br /> CONCRETE. [1] SOME HOLD-DOWN TYPES NOTED MAY NOT BE USED ON THIS
<br /> [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROJECT.
<br /> INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND
<br /> OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH [2] TYPICAL HOLD-DOWN DETAILS PER X/SX.X AND X/SX.X. ANCHOR
<br /> (ALTERNATE NOTE: WALLS SHOWN WITH HORIZONTAL STRAPS BELOW AND/OR ABOVE PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. REINFORCEMENT REQUIRED AT STEMWALLS.
<br /> OPENINGS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC. ABOVE AND BELOW ALL
<br /> OPENINGS).
<br /> [12] WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE [3] PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT
<br /> [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY
<br /> ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. HOLD-DOWN STUDS/POST.
<br /> ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL [13] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF [4] BASED ON MINIMUM f'c = 3000 PSI CONCRETE.
<br /> INFORMATION PER HOLD-DOWN DETAILS. I I i :-_:-- \ 1
<br /> SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE 1 '`'` I _
<br /> ' I [5] STEMWALLS SHALL BE 8" WIDE x 18" TALL MINIMUM. - V -
<br /> [6] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS, ATTACH SHEATHING TO INTERMEDIATE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE I ,,'.. i° ,'' 1 9 E.?3i 1,.-`'4 - JOB NUMBER
<br /> PLATE NAILING, PER SECTION. [J ' ; �-v-
<br /> FRAMING WITH 0.1 48"0x21/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND [6] CAST-IN-PLACE (CIP) TYPE THREADED RODS AT HOLD-DOWNS { -. i
<br /> 0.148"0x21/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [14] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT t...:; t-. ."=`-' ;~=J I SHALL HAVE TWO HEX HEAD NUTS WITH OVERSIZED WASHER.
<br /> t �, ',,, ' .1; DATE
<br /> ,_.
<br /> ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. ` ' ''`' "`'' ' I 'r.
<br /> [7] BASED ON 0.1 31"0x1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. [7] INCLUDES 1.6 LOAD DURATION INCREASE FOR WOOD.
<br /> USE 0.131"0x21/2" NAILS WHERE INSTALLED OVER SHEATHING. [15] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"0x4" END NAILS OR
<br /> (4) 0.1 31"0x21/2" TOENAILS [8] BASED ON 1178" DEEP FLOOR JOIST, DRAWN BYDA
<br /> [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. CHECKED BY
<br /> [16] ® WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. [9] TOTAL NAILS SPECIFIED, USE HALF THE NAILS AT THE STUDS ABOVE
<br /> [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE AND BELOW LEVEL BEING CONNECTED.
<br /> DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 11/2" [17] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. HOLD-DOWN/STRAP SCHEDULE — DOUG-FIR STUDS [10] AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED BOLTS. SHEET rITLE
<br /> APART MINIMUM.
<br /> [1, 2, 7, 11]� INDICATES FOOTNOTES -
<br /> ADJOINING PANEL EDGE n ANCHOR [4] - [11] POST INSTALLED HOLD-DOWN OPTIONS MAY BE AVAILABLE AT SOME 3"
<br /> CONDITIONS. CONTACT ENGINEER OF RECORD PRIOR TO i
<br /> NUMBER OF
<br /> NAILS, SCREWS CONCRETE EMBEDMENT/CAPACITY CONSTRUCTION.
<br /> PANEL EDGE NAILING, TYP
<br /> TYPE STUDS/POST OR BOLTS DIAMETER STEMWALL [5] FOOTING NOTES 6
<br /> [3, 12] [10] EMBED EMBED [12] NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER SHEAR . -
<br /> CIP [6, 14] CAPACITY CIP [6] CAPACITY WALL SCHEDULE.
<br /> 0 O 0a HDU2 (2) 2x (6) SDS1/4x21/2 5/8"0 10" 3.1k 8" 3.1k ---- [13] MIDWALL/CORNER _
<br /> NAILS TO MATCH 0 I— 0 WALL END SHEET NUMBER
<br /> PLATE NAILING 0 HDU14 (1) 6x (36) SDS1/4x21/2 1"0 10" 7.8k 15" 13.6k ----
<br /> [14] STUD WALLS SHALL BE 2x6, CENTER HOLD-DOWN IN STUD WAI L.
<br /> (2) 2x STUDS
<br /> SHEAR WALL SCHEDULE - OUIG-FIR LARCH10 PLAN HOLD-DOWN/STRAP SCHEDULE - �OUG FIR STUDS
<br /> e
<br /> 01430A SCALE: NONE 01420 SCALE: NONE
<br />
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