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<br /> 2x6 x CONT. W/ (2)16d NOTCH TO LET ,y�� � o 0
<br /> LSU HANGER AT 2x12 OUTRIGGER THRU (5)8d INTO EA. BLOCK � � � r �
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<br /> (� EA. TRUSS TOP CHORD � � 8d � 6 oc � � �
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<br /> � U44 HANGERS AT ��� � �� � � � �
<br /> � � � � U24 HANGER DOUBLE LVL's ��� � i� � / ���� � � � a> �
<br /> OVERFRAMING PER PLAN - �
<br /> � � � � %' � ������� FASCIA ��— 2 16d THRU � � � w � �� ��
<br /> ' � PER ARCH. � � � ` � �
<br /> , (E) RAFTERS & SHTHG. RAFTERS & SHEATHING / �\ , � : Q °
<br /> PER PLAN � / � � OUTRIGGER � W j > o
<br /> PER PLAN , 2x4 OUTRIGGER �
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<br /> '�, LAID FLAT � 24"oc � � � � � �
<br /> ' RIDGE BEAM I — RAFTERS PER PLAN p� � T- ._ .
<br /> PER PLAN I NAILING PER ��
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<br /> �� 2x BLOCKING (� 48"oc � �
<br /> ; � RAFTER PER PLAN RIDGE BEAM ' SHEARWALL SCHEDULE per arch. _ � Q
<br /> PER PLAN '�, (18" max.) ! (2)16d TOENAILS THRU
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<br /> ' EACH BLOCK ,
<br /> �� SHEARWALL PER PLAN - ''� � �
<br /> HEADER/BEAM , � � �
<br /> PER PLAN x �
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<br /> , Overframing Connection Ridge Beam 2 Ridg'e �eam 3 Exterior Non-Bearin Wall � �
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<br /> ; I, Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> � A34 (� 24"oc, PROVIDE !, CS16 STRAP FULL LENGTH
<br /> (3)16d EA. BLOCK #8 x �/2" SCREWS TO � EADER PER PLAN OF WALL. MIN. 2 -0 STRAP
<br /> ' (E) SHTHG. � EACH SIDE OF OPENING .
<br /> (E) JOISTS AND ` �� WRAP AT CORNER CONDITION
<br /> � TYP. �
<br /> SHEATHING (2)16d TOENAILS I
<br /> PER PLAN THRU EA. JOIST �i � �
<br /> � II wall opening � '
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<br /> I \ NAIL SHEATHING TO BLOCKING � � w o .
<br /> ' '� W PANEL EDGE NAILING PER � � °
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<br /> ; ' SHEARWALL SCHEDULE (typ.) A� H � � � °
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<br /> � 2x FLAT BLOCKING (typ.) �
<br /> REVISIONS DATE DESCRIPTION �
<br /> BEAM PER PLAN °
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<br /> PANEL EDGE NAILING PER
<br /> SHEARWALL SCHEDULE AT .
<br /> FULL HGT. STUDS AROUND
<br /> WALL OPENING (typ.)
<br /> � T ical Header ' ous S �
<br /> Eeam 6 Continu tra s at Wall O enin above and below �
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<br /> Shearwall Schedule
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<br /> SAWN OR MFR. 16d NAILING '� ;� ���
<br /> PER SCHEDULE � Panel Edge Top Plate Connection Base Plate Gonnection �� � ';
<br /> LUMBER. 2x MIN. Mark Sl�ieathing � ISSUANCES
<br /> SEE NOTES FOR ', Nailing if T.11 if Wood � at Wood 10 at Concrete
<br /> ADDITIONAL 2x NAILER ` oaTE DESCRIPTION
<br /> „ W6 15/32'' CDX PLYWOOD 8d � 6"oc 16d C� 6"oc A35 � 24"oc 16d C� 6"oc 5/s"� A.B. � 48"oc '
<br /> BEAM PER PLAN REQUIREMENTS 1/2" MAX. TO — r � ;
<br /> EDGE OF �' W4 15/32" CDX PLYWOOD 8d � 4"oc 16d C� 4"oc A35 � 16"oc (2)rows 16d C� 6"oc 5/8"� A.B. � 32"oc
<br /> ECCQ SERIES CAP 16d NAILING �
<br /> AS REQD. TO FIT BEAM WHERE BEAMS ARE SPLICED: PER SCHEDULE WASHER f W3 �4� 15/32'�' CDX PLYWOOD 8d � 3"oc (2)rows 16d � 4"oc A35 C� 12"oc (2)rows 16d C� 6"oc 5/s"� A.B. C� 24"oc ,
<br /> SPLICE BEAMS OVER CENTER (E) JOISTS AND Detail A Detail C 4 � ''' " � � ° " � � " >> 5� �� ��
<br /> OF POST ONLY (u.n.o.) SHEATHING W2 � 15 32 CDX PLYWOOD 8d � 2 oc 2 rows 16d (� 4 oc A35 � 9 oc 2 rows 16d � 4 oc� $ 0 A.B. (� 16 oc �
<br /> PER PLAN OO BLOCK PANELIEDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d � 12"o.c. "
<br /> , , , 3/8" 1/2" 02 8d NAILS SHALL BE 0.131"� x 2 1/2" (common) - 16d NAILS SHALL BE 0.135"0 x 3 1/2" (box) � #��:;
<br /> . � �. ' ' .� � .� ' min typ. OO EMBED ANCHO�R BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS
<br /> —•— —•� — MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL
<br /> • � EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C.
<br /> I� � COPVRIGHT BOAA�AN�VELLUM LLC.ALL fiIGHTS RESERVER
<br /> I�PLYWOOD ORIGINAL SHEET SIZE IS 22'X34"
<br /> EDGE NAILING OO 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2.
<br /> CCQ SERIES j EDGE � � � ' SSF PROJECT�: 10539-2017-14
<br /> OVER EA. STUD � �' SEE DETAIL B.� WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES.
<br /> CAP AS REQD. TO I � o , • I SDCI PROJECT#: SDCI PROJ # •
<br /> FIT BEAM , � eq. eq. OO TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. �
<br /> - POST PER PLAN . � SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. PLOT DATE: December 1,2017 .
<br /> LUS SERIES 16d NAILING •
<br /> HANGER PER SCHEDULE � � 60 ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. �
<br /> BEAM PER PLAN �
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<br /> Detail B � . OO 7/16" O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX.
<br /> i Typical Wood Details
<br /> , PLAN VIEW AT ABUTTING PANEL OO LTP4's (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. �
<br /> ' EDGES OF W3 & W2 Ri� OO A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. sHEET No.:
<br /> D@tall D �o AT MULTI-ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D.
<br /> >> PROVIDE (3) ROWS 16d � 6"oc AT LVL RIMS. .
<br /> CC/CCQ Series Connection � T ical Flush Beam 1 0 Shearwall Schedule - Sheathed One Side � � .
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