|
. _L . _ .il. _ . .- -= ��4MAMYII_1! . . .. •
<br /> �FLUSH BEAM OR HEADER
<br /> PER PLAN
<br /> TYP DOUBLE TOP PLATE I
<br /> PER DETAIL 3/S4.0-�, � REFER DETAIL 3/S4.1 SHEARWALL (SW) SCHEDULE 9000 OO
<br /> � � FOR CALLOUTS IN ; O TOP PLATE CONNECTION � BASE PLATE CONNECTION
<br /> Connnnorv. MARK SHEATHING PANEL EDGE
<br /> ' 16d @ 12" OC
<br /> EQUA EQUAL �� STAGGERED E�SEWHERE � NAILINGOO � at TJI LSL at WOOD at CONCRETEO
<br /> (8)16d @ 4 OC
<br /> AT EACH SIDE OF SW1 %2' PLYWOOD 8d 6"OC 16d 6"OC A35 24"OC 16d 6"OC 5 �� �� nickerson en ineerin
<br /> CS16x24"(U.N.O. ON PLAN) SPLICES, TYP TOP CHORD SPLICE @ � � �° /a �AB @ 48 OC g g
<br /> 2221 Everett Ave#202
<br /> w/(22)8d SPACED EVENLY SW2 %2' PLYWOOD 8d @ 4"OC 16d @ 4"OC A35 @ 16"OC 16d @ 4"OC 5/a'Q1 AB @ 32"OC Everett,WA 98201
<br /> TYPICAL FLUSH HDR �END OF BEAM/HDR 425.610.4425
<br /> SW3� i %2' PLYWOOD 8d @ 3"OC (2)ROWS16d @ 6"OC A35 @ 12"OC 16d @ 3"OC 5/$'Ql AB @ 16"OC 6�
<br /> �c Nickerson Engineering,LLC 20t8 These
<br /> TYP DOUBLE TOP PLATE A35 @ EXT WALLS ONLY � SW4C � %2' PLYWOOD � 8d @ 2"OC (2)ROWS 16d @ 4 1/2"OC A35 @ 9"OC � „ 5/8'QJ AB @ 12"OC 6� drawings were prepared for the"LEACH
<br /> I 4/ OC RESIDENCE"project in EVERETT,WA.
<br /> PER DETAIL 3/S4.0 OMIT @ HEADERS<6'-0" BOTTOM CHORD SPLICE They are not intended for use on any otner
<br /> project. .
<br /> 1O BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"OC. Stated drawing scale is based on
<br /> 36"x 24"sheet.
<br /> 20 8d NAI�S SHALL BE 0.131"QJ x 2%2' (COMMON); ACCEPTABLE SUBSTITUTE FOR 8d's ARE 10d's OF 0.131°0 x 3"AT CONTRACTORS OPTION; 16d NAILS
<br /> SHALL BE 0.135"P1 x 3%z" (BOX) , 0.148"f?�x 3" (SINKER), OR 0.162"fl�x 3" (COMMON WIRE)
<br /> �3 EMBED ANCHOR BOLTS(AB'S)7"MIN & PROVIDE 3"x3"�4'PL WASHER AT EA AB; EXPANSION BOLTS, TITEN HD ANCHORS, OR EPDXY EMBEDDED
<br /> THREADED RODS MAY BE POST INSTALLED IN LfEU OF AB'S;ALL POST INSTALLED ANCHORS SHALL HAVE 3"x3"�a" PL WASHER; EPDXY EMBEDDED
<br /> 6'-0"MIN BETWEEN SPLICES OPTION SHALL UTILIZE SIMPSON SET-XP EPDXY.
<br /> (6) 16d EACH END O4 (2)2x STUDS MIN ARE REQUIRED AT THE END OF ALL SHEAR WALL PANELS TO RECIEVE THE PANEL EDGE NAILING; BUILT UP 2x STUDS SHOULD FACE �PAUL�
<br /> BEAM OR HEADER SPLICES TO OCCUR @ C� NAILED w/ 10d OR 16d NAILS PER THE BASE PL NAILNG REQMT'S OF THE SPECIFIC SW TYPE (PER PLAN)-SEE DETAIL B ,c,p4���� C'P�,�
<br /> PER PLAN OF VERT STUD TYP �
<br /> O 3x STUDS OR (2)2x STUDS ARE REQUIRED AT ABUTfING PANEL EDGES OF ALL SW3&SW4 WALLS; WHERE (2)2x STUDS ARE UTILIZED PROVIDE V � �;�;• �
<br /> B A S E P L N A I L I N G A L O N G F U L L V E R T I C A L F A C E OF 2x'S �� �
<br /> WHERE OPENING IS LESS
<br /> MULTI-STUD PER P�AN T H A N 4'-0", P R O V I D E(1) . � FOR SW3&SW4 ANCHOR BOLT&PLATE WASHER PLACEMENT-PLATE WASHERS SHALL BE NO MORE THAN%2' FROM INTERIOR ��, '�. �� „J���w w� �
<br /> NAILING PER GENERAL NOTES
<br /> �- BEARING STUD, UNO FACE OF SHEATHINGlSILL PLATE EDGE WHERE NAILING OCCURS FOR SW3&SW4-SEE DETAII.C. O��i�r�y E: ���
<br /> 7O ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTNERWISE. `rS�QNAL�� ���
<br /> TYPICAL DROPPED HDR y
<br /> Og ALTERNATIVE CONNECTIONS FOR A35'S: LTP4 FLAT PL'S AT SAME SPACING FROM RIM/BLOCKING/BEAM TO TOP PL'S,A 2x NAILER FOR CEILING n�`�
<br /> CONNECTION, OR THE HORIZONTAL SHEATHING SPLICElJOINT TO OCCUR ON RIM/BLKG/BEAM (ABOVE TOP PL'S&BELOW BOTTOM PL)-SEE DETAIL A
<br /> TY P I CAL H EAD E R S U P PO RT 4 TYP I CAL TO P P LATE S P L I C E 3 � ��s�OSB IS ACCEPTABLE SUBSTITUTE FOR%2'CDX PLYWOOD w/SIMILAR SPAN RATING.
<br /> SCALE:3/4"=1'-0" S`4,.o SCALE:3!4"=1'-0" S'`/,�,.0
<br /> PANEt EDGE NAILING OVER �� �PER SW SCHED
<br /> ALL HOLDOWN STUDS 8d FLOOR SH7'G NAILS SPACED AT PARALLEL FRM'G, (1)JOIST 2x OR LSL � INTO 2x NAILER
<br /> PER SW TYPE BELOW(6"OC MAX) BAY OF 2x FULL DEPTH BLKG @ � EDGE NAILING �I�
<br /> SHEARWAL�PER PLAN 48"OC W/(4)8d FROM SHT'G 16d NAILING "; I N T O R I M A T
<br /> •� —MST HOLDOWN STRAP /�VERTICAL GRAIN BLKG TO J O i S T T Y P E, S P A C I N G, & D I R, P E R S C H E D HORIZ JOINT �'' \
<br /> S H E A R W A L L � PER PLAN EQUAL NUMBER / M A T C H H O L D O W N S T U D S AND FLR SHT'G PER PLAN
<br /> PER PLAN �� OF SPECIFIED NAILS INTO HOLDOWN STRAP PER PLAN i � '
<br /> � WHERE OCCURS PANEL EDGE NAILING �� LTP4 OPTION
<br /> ¢ . STUDS ABOVE AND BELOW � � ���
<br /> d I (4)8d INTO EA BLOCK PER SW TYP&SCHED ��
<br /> W •o NA►LING PER SHEARWALL W
<br /> ;o SCHEDULE TYP JOIST DIRECTION AND 2x4 MIN FLAT BLKG BETWEEN = � ����—A35 PER SW TYPE BELOW DETAIL A-SEE NOTE 8 U w �
<br /> STUDS AT PLYWOOD/OSB SHT'G ABV SHEAR PANEL w/
<br /> SHEATHING PER PLAN SPLICE FOR PANEL EDGE � ) PLYWOOD JOINT z � o
<br /> JOIST DIRECTION FULL WIDTH VERTICAL RIM JOIST SPACING PER SCHED 8d EDGE NAILIN W W � `
<br /> PER PLAN GRAIN 2x BLKG TO . � EA STUD 0 �
<br /> NAILING OF BOTH SHEETS
<br /> � MATCH HOLDOWN STUDS , � � (2) 16d TOE NAILS TYP
<br /> A35 PER SW SCHEDULE ''i �, 5/a"�AB'S w!3"x3°�4' PL WASHERS �CH JOIST OR BLKG 16d STUD FACE � : (n � �
<br /> II i �, � PER BASE PL REQMT'S OF SW NAILS PER BASE PL W Z
<br /> , �!, �, 16d FACE NAILS SPACED PER �
<br /> SCHEDULE REQMT DETAIL B-SEE NOTE 4 � Q f-
<br /> BASE PL REQMT OF SW SCHED � W
<br /> LEAVE ONE END OF STRAP / , � WHERE(2) STUDS ARE REQ'D = � �
<br /> •,; UN NAtLED UNTIL JUST PANEL EDGE NAILING �� AT ABUTTING PLYWOOD EDGES U O �
<br /> PRIOR TO COVERING � � PER SW TYPE&SCHED a � -SEE DET B � N W
<br /> MAX- INSIDE N W
<br /> Q •o �/ (2)16d THRU EA WHERE JOISTS ARE FACE OF SHT'G TO � �
<br /> �' JOIST OR BLOCK PARALLEL, PROVIDE � FOUNDATION PER PLAN W
<br /> W � TJI BLKG @ 48"OC PL WASHER EDGE . .
<br /> :o: � J
<br /> TYPICAL WALL CONSTRUCTION
<br /> .a.
<br /> DETAIL C-SEE NOTE 6
<br /> TYPICAL MST HOLDOWN STRAP s EXTERIOR WALL @ FLOOR 7 SHEARWALL SCHEDULE AND TYPICAL CONSTRUCTION �
<br /> SCALE:3/4"=1'-0" S4.o SCALE:3/4"=1'-0" S4.o SCALE:NTS S4.Q
<br /> � ��/ �/-�� ��/�����-\/-'�/��`,
<br /> �� NAIL SHEATHING TO BLOCKING 2�_p��
<br /> � W/PANEL EDGE NAILING PER No. Date Issue
<br /> � SHEARWALL SCHEDULE,TYP A 10.17.18 Preliminary
<br /> � -- _ _--- -_
<br /> ' � PANEL EDGE NAILING 0 10.22.18 Building Permit
<br /> _--__--____-- --------__ _
<br /> � ` 1 12A3.18 Revision
<br /> I �' __ __ --__ __
<br /> NEW BEAM PER PLAN / HANGER PER PL.AN NOTES =(E)WALL PER PLAN
<br /> � _._.___
<br /> HEADER PER PLAN i - -
<br /> NEW FLOOR SHTG & FRMG `-(E) FLOOR SHTG & FRMG �
<br /> �� NEW HANGER PER PLAN PER PLAN - -
<br /> , , , , , , , , , ,
<br /> � NEW HEADER PER PLAN � � \ CS16 STRAP, TYP
<br /> �' R - TH ___ ___ _ _ ----
<br /> � W � NAIL EVE Y O ER
<br /> C' �
<br /> HOLE
<br /> �
<br /> 2x FLAT BLKG TYP � ____. -- --
<br /> 'v �;i
<br /> � - -_
<br /> � ; � � � --
<br /> . . . . . . . .
<br /> . . . . . . . .
<br /> '� __ _
<br /> a
<br /> > (E)2X8 LEDGER 1 w�
<br /> (6) 16d LEDGER NEW \; Sheet Contents
<br /> � BEAM- EA SIDE (3) ROWS SIMPSON SDWS 0.22x5
<br /> � SCREWS @ EA EXISTING STUD I �
<br /> (E) BEAM HANGER � (16"OC MAX) � .
<br /> ���'� �, W�DTH oF D TAIL�S
<br /> j (E) (2)2X8 PER PLAN SHEAR WALL
<br /> � PLAN VtEW � �
<br /> � \
<br /> � j PANEL EDGE NAILING PER SHEARWALL SCHEDULE �
<br /> `� / AT FULL HEIGHT STUDS AROUND WALL OPENING TYP� Job No. �H-OCO
<br /> � �
<br /> `�__���_-_/\_���'�_�`�____��_��_��--� �-��---���-_,�___/'��
<br /> BEAM SUPPORT @ (E) WALL 11 NEW FLOOR CONN @ (E) WALL �o HORIZONTAL STRAPS AT UPENING Q SheetNo.
<br /> SCALE:3/4"=1'-0" S'4 � SCALE:3/4"=1'-0" s'4.0 SCALE:3/4"=1'-0" S`4.�
<br /> ■
<br /> CiTY �� ��ERETT
<br /> ��\/I�1/�E[� �(�� �'���!?`
<br />
|