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<br /> BEAM PER PLAN
<br /> 8d � 6"oc A35 C� 24"oc 8d � 6"oc (2)16d THRU EA.
<br /> H1 CLIP EA. RAFTER JOIST OR BLOCK z�z4 Third Avenue-Suite ioo seattie,WA g8�z�
<br /> WHERE KNEE BRACE OCCURS RAFTERS & SNEATHING PANEL EDGE NAILING p- zo6•443-6z�z sstengineers.com
<br /> � WALL, PROVIDE �3� BAYS � � COL PER PLAN W� FULL—DEPTH 2x BLKG. � PER PLAN FULL—DEPTH 2x BLKG. — ___—— OF 5NEARWALL BELOW (4�8d INTO EA. BLOCK 934 Broadway- Tacama, wA 9s�o2 E.
<br /> STUD BLKG,, CONNECTION IS � 1 ECCOQ � TOP TO _______� __—--- p� Zs3�284�94�o sstengineers.com . ..
<br /> BRACED BY END TRUSS � ; ; BEAM JOIST OR BLKG: PROVIDE � .
<br /> H I G H R O O F � � F A S C I A P E R A R C N. �2�1 6 d E A. R A F T E R 3�/2 LSL JOIST OR BLKG. ` Copyright 2017 Swenson Say Faget-All Rights Reserved
<br /> ; ; „ WHERE SHEARWALLS ABOVE � _ _ � _ _
<br /> � � 6 . �,>> DBL. ANGLE KNEE — BEAM PER PLAN OR BELOW REQUIRE EDGE � �� �
<br /> � � �' '�'ti KERF � � 4"x6"xl'-3" W RAFTERS & SHEATHING » �� '� I � I �� � �
<br /> ; ; max. � BRACE PER PLAN „ � � PER PLAN NAILING CLOSER THAN 4 oc �; '� �� � �� �� ��
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<br /> � � � � 3 „ 3 ; �=�N W/ (2)/4 � TNRU—BOLTS JOIST DIRECTION AND � � � ' ��
<br /> -� e � � DEPTH W 2 4 � /1s � � „ �
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<br /> � ' ' THRU—BOLTS ' ' DBL. ARJGLE KNEE SHEATHING PER PLAN ' �/
<br /> �, , ' ' 3 ; � WIDTH x 1 -6 CENTERED BRACE PER PLAN �� PARALLEL PROVIDE d��,�l�� ��G
<br /> 1" 7 � 2"oc ; ; � � �
<br /> � _ _ _ _ _ _ � /1s � � ON HSS COLUMS NAILING PER SHEARWALL � TJI �LKG. � 48 oc �
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<br /> - --- ------ ----------------= weld both sides HSS COL. PER PLAN � � 3/�s Q° ° q SCNEDULE ' BEAM/HDR. PER PLAN
<br /> r ; ; 3�1 6 � cont. col. � I Q ° � I�I (where occurs� DRAWN:
<br /> PLATES PER PLAN ; ; ' ' '� R.7 .
<br /> ; ; f � � ROTATE CCOQ & '', .
<br /> ' ' '� BEAM 90° (� SIM. I DESIGN:
<br /> � �/4"x5�/2" W/ (8)SDS�/4x3 ; ;�' COL CONT. � HIGH ,,�� SHEARWALL PER PLAN JRC
<br /> SCREWS �` SIDE ,�� CHECKED:
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<br /> _, f�__ REVISIONS:
<br /> PANEL EDGE NAILING
<br /> _�— f� OVER ALL NOLDOWN STUDS
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<br /> � SHEARWALL PER PLAN
<br /> INSULATING N�ALL- I ' •
<br /> CO ECTIO
<br /> NN N &
<br /> PANEL EDGE
<br /> NAILING
<br /> BEARING CONDITION
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<br /> HOLDOWN (where occurs) I'� OVER ALL HOLDOWN STUD5 I�
<br /> HOLDOWN (where occurs) PER ARCH. � BY MANUF. SEE PLAN FOR •
<br /> � MORE INFO. VERT. GRAIN BLKG. TO SHEARWALL PER PLAN
<br /> BY MANUF. SEE PLAN FOR 4 8d INTO EACH BLOCK
<br /> MORE INFO. � � MATCH HOLDOWN STUDS � �
<br /> j 3/�s NAILING PER SHEARWALL � JOISTS AND SHEATHING
<br /> NAILING PER
<br /> .�
<br /> BEAM PER PLAN
<br /> j SCHEDULE (typ.)
<br /> PER
<br /> PLAN
<br /> SH A DPD:
<br /> E RWALL SCHEDULE t
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<br /> 4 8d INTO EA. BLOCK � �� �!
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<br /> PER L
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<br /> EITHER EDGE OF WALL
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<br /> HANG PERP. JOISTS — — — _� _ _ ,�. _ _
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<br /> • �� � W/ (12)5/s"� THRU BOLTS '—� , , ��N ' (2)16d THRU EA. EQUAL NUMBER OF
<br /> HANGERS ;; I `� '; �, ; � I ;; '
<br /> C� 3 oc ; �-- '.LL-I — — — � ' ��— — -��I-��-,. — JOIST OR BLOCK SPECIFIED NAILS IN ', � , ,
<br /> �� � � BEARING �3/4" x BEAM STUDS ABOVE AND .
<br /> �� ' ' WIDTN x 1'-6" CENTERED BEAM BELOW
<br /> ; i ON HSS COLUMS I
<br /> WHERE JOISTS ARE
<br /> IUS SERIES HANGERS ; ; 3 JOIST DIRECTION AND I WHERE JOISTS ARE BEAM PER PLAN PERPENDICULAR, PRQVIDE �
<br /> HD MANUF. TO PROVIDE ; ; /16 SHEATHING PER PLAN PARALLEL PROVIDE ITS HANGER C� BEAM
<br /> � DESIGN � RUN START
<br /> HSS COL. PEft PLAN � � TJI BLKG. C� 48"oc WHERE JOI5TS ARE
<br /> SHEATHING CAN 8E
<br /> � � PARALLEL, PROVIDE E
<br /> PLACED ON EITHER
<br /> FACE OF WALL TJI BLKG. (� 48"oc PROJECT TITLE: : ;
<br /> �v�r�tt ��f� S�re�t�
<br /> FOR CALLOUTS FOR CALLOUTS SUppt`�I"�IV� �IOI�SI�i� •
<br /> IN COMMON IN COMMON "
<br /> SEE 7�S4.3 SEE 8/54.3 6200 12th Dr. S.E.
<br /> Everett, WA 98203
<br /> Ir��+�r�i�r �I��r ���� Ex��ri�r �/all t�� �ISS �t������ P�r� �Vr�ll vv/ `TJI'� �on�inucau� Fl�c�r 5����i�ir� ��t�rit�r �Ic��r � .
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<br /> PANEL EDGE NAILING '"' " PANEL EDGE NAILING - ' NAILING PER PANEL EDGE NAILING A35 PER SHEARWALL environmental �
<br /> OVER ALL HOLDOWN STUDS BY HD PANEL EDGE NAILING BY HD OVER ALL HOLDOWN STUDS SHEARWALL SCNEDULE OVER ALL HOLDOWN STUDS SCHEDULE
<br /> OVER ALL HOLDOWN STUDS
<br /> MANUF
<br /> MANUF. •
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<br /> HOLDOWN PER P A THRU EA. VE TICAL GRAIN BLKG.
<br /> BY MANUF. SEE PLAN FOR ��� HOLDOWN (where occurs) R C�mmunity Design Center
<br /> SNEARWALL PER PLAN
<br /> IST OR BLOCK TO �1ATCH HOLDOWN STUDS
<br /> MORE INFO. BY MANUF. SEE PLAN FOR 402 15th Avenue East
<br /> NAILING PER
<br /> MORE INFO.
<br /> Il�i SHEARWALL SCHEDULE t 4 8d INTO EACH BLOC Seat�le, WA 98112
<br /> SHEARWALL PER PLAN � YP) (4)8d INTO EA. BLOCK ( ) K
<br /> PH 2O6.329.8300 �
<br /> HD MANUF. TO PROVIDE HOLDOWN (where occurs) —HD MANUF. TO PROVIDE JOISTS AND SHEATHING NAILING PER JOIST DIRECTION AND �X 206.329,5494 "
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<br /> C� CO R WALLS I
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<br /> NANG 2x JOISTS FROM PER PLAN � yP) P R P AN
<br /> HOLDOWN (� RUN START ISSUE:
<br /> SCHEDULE TYP. HOLDOWN � RUN START MORE INFO. —
<br /> LSL RIM W/ LUS HANGERS '
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<br /> � , „ �' � ;,� Permit �orr��ti�r� ,
<br /> NAILING PER SHEARWALL �
<br /> 3 �� �
<br /> 1 4 LSL RIM JOIST OR , , �
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<br /> I'� � SCHEDULE TYP. A35 P R E R ,
<br /> E SH A WALL
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<br /> 3 RIM OR BLKG: PROVIDE LAN t
<br /> I �s I�'� SCHEDULE
<br /> � 3�/2" LSL JOIST OR BLKG. � ' ''
<br /> CONT. 2x NAILER x FLANGE � JOISTS & SHEATHING PER LSL RIM BLKG. OR BEA JOISTS & SHEATHING PER WHERE SHEARWALLS ABOVE � '� SHEET TITLE; .
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<br /> W I D T H W/ /s � W.T.S. C� A.B. P L A N P E R P L A N � P L A N O R B E L O W R E Q U I R E E D G E / I, — 2 1 6 d T H R U E A.
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<br /> S C H E D U L E A B O V E, C.S. A S W E B S T I F F E N E R � /2 / i�
<br /> NEEDED EA. SIDE OF WEB � �I � � I � 4 8 oc � ��� �r q I`�1 1!'i�
<br /> ��
<br /> VERT. GRAIN BLKG. TO WHERE JOISTS ARE �������
<br /> SIDE �'S OF WELDABLE ���' MATCH HOLDOWN STUDS LEAVE ONE END OF � PARALLEL, PROVIDE ,
<br /> HOLDOWN STRAP UNNAILED JUST TJI BLKG. � 48"oc
<br /> ITS SERIES HANGERS C� w.t.s. PRIOR TO COVERING SHEARWALL PER PLAN SCALE: 3��„ ` �'-a" U.N.O.
<br /> � , 3� BEAM HDR. PER PLAN (omit sheathing C� sim.) BEAM/HDR. PER PLAN ,
<br /> 3 sides t 16 � •
<br /> �4 WEB STIFFENER � � 2" (where occurs� DATE:
<br /> F / SHEARWALL PER PLAN (where occurs) J�nuary 26, 2018
<br /> STEEL BEAM PER PLAN
<br /> CONT. 2x NAIL_R x FLANGE
<br /> EA. SIDE OF WEB C�
<br /> WIDTH W/ 5j$"� W.T.S. C� A.B. � �'� PRo�Ecr No:
<br /> SIDE �S OF WELDABLE 00306-2016-07
<br /> SPACING OF SHEARWALL HOLDOWN I f� SHEEr N0:
<br /> SCHEDULE ABOVE, C.S. A5
<br /> NEEDED STEEL BEAM PER PLAN
<br /> 3 sides typ. �/4
<br /> �:
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<br /> S���I ��c�� ��I�w P�rt Wc�ll �I�a�h S���� ���rn I��ioonr P�r� �t�ll dr� �d �orrid�r Sh�c�i-vv�ll o�r/�'�JI'� Ex��ric�r ����r Frarnir�
<br /> � � � � � �� � � � � N0: OF SHEETS:
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