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� ,�.�'�=%"� �, ,., <br /> ���rz <br /> � �� `��"� <br /> � � " �� <br /> ��� � <br /> . � ���, ��. <br /> ��.. <br /> � � � r �� � <br /> ��' �X�-..rH.= � � � A <br /> �'� <br /> _ z7z4 Third Avenue-Suite�oo-Seattle,WA g8�zi <br /> p: 2o6.443•6z�z ssfengineers.com <br /> PANEL EDGE - PANEL EDGE p- �' <br /> NAILING OVER NAILING OVER <br /> ������� �������� 934groadway - Tacoma, WA g84o2 <br /> : z .2� . o ssfen ineers.com <br /> P 53 4 947 9 <br /> HOLDOWN POST HOLDOWN POST HOLDOWN POST HOLDO!NN POST <br /> Plan An�hor Min. A.�. Emb�d L� � <br /> I��IdQ n Posfi <br /> w O <br /> 4x4 GURARDPOST <br /> PER SCHEDULE PER PLAN <br /> � ) , <br /> Co ri ht 2017 Swenson Sa Fa et-All Ri hts Reserved <br /> , » <br /> S�i"�W� . . PY 9 Y 9 9 <br /> - — �'lark E► �t t r�t II <br /> 0 SH ARWALL SHEARWALL o S � Wc� �ot�tin <br /> (� 4 max. (� TREAD E i¢ �x.4 v°¢ �� <br /> g 6 <br /> HEADED BOLT OR <br /> PER PLAN PER PLAN <br /> CS 6 0 �, » ,� » >, <br /> 1 TP & BOT. O <br /> F t � 5 <br /> _ / HDU2-SDS2.5 6 SDS 4 x2 2 s � 12 4 <br /> 2 2x4 2 2x6 �,�-�-- <br /> AL AD W / / / <br /> L THRE <br /> O X � � � � � � . ..a <br /> o BLKG. EA. GUARDPOS <br /> T <br /> 1 <br /> � <br /> � WASHER & NUT � <br /> � <br /> �- HDU HOLDOWN HDU HOLDOWN <br /> FULL LENGTH OF STAIR » » » » » <br /> 1 1 5 <br /> - �,�:.�s <br /> DS 5 s <br /> HDU4 S 2. 10 SDS 4 x2 2 $ � 18 6 <br /> 4x4 4x6 <br /> / <br /> WIDTH <br /> PER SCHEDULE � ) <br /> / / <br /> � <br /> 2 4 TOP <br /> � <br /> �� .T� <br /> � )� ,�` <br /> � <br /> » >, ,� » <br /> > > i , <br /> MIN 4 C� 12 oc t � 5 5 �'� - � � <br /> TREAD PER ARCH. I •,� � # I •�� . HDU5-SDS2.5 14 SDS 2 sx2 �� <br /> CONT. 1.5p ,,; E.W. TOP & BOT. ;; (2)�4 TOP CONT. O /4 x2/ /8 � SB/ 4 7 4x4 4x6 � �° � �` t � <br /> - - — - - - - - <br /> _ ..._..�..—.. .._.._.._.. ,; �� » ,� .> » <br /> N -- �� �� HDU�-SDS2.5 (20)SDS �/4 x21/2 �/8 � SST�28 8 4x6 6x6 ��� 3��28 ,� <br /> -- __ . e „ • • � ;; � <br /> � �� �� �3'Ip��,� <br /> � �-- = � � ;; STEM WALL W/ HDU11-SDS2.5 (30)SDS �/4"x2�/2" 1"fi SB1x30 10" 4x8 6x6 <br /> �— —�--.._ ._..—.. ..—..�.. <br /> . . . o _ � REINF. PER GEN. <br /> (2)�/2"� THRU-BOLTS STRINGER PER 2/S4.1 �'� NOTES (u.n.o.) HDU14-SDS2.5 (36)SDS �/4"x2�/2" 1"� N/A 12" �-x� 6x6 DRAWN: � <br /> EA. GUARDRAIL, C.S. � 3D min. � 8" min. DESIGN: <br /> OUTSIDE FACE DTT2Z EA. GUARDRAIL �—fi � MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE JRC <br /> H�IJ Info �ooting �ption I�[JU Infio 5terr� W�II C�p�fiion NOTED ON FRAMING PLANS. CHECKED: <br /> RJA <br /> APPROVED: <br /> ABB <br /> t�u�rdre�il c�t �tr�ir� Ty i�r�l ��1� I��id�vvn <br /> � <br /> REVISIONS: <br /> SHEARWALL PER PLAN <br /> SHEARWALL PER PLAN _ FILL AL� HOLFS W/ <br /> � 10d x 1 2 NAILS <br /> BEAM PER PLAN <br /> a <br /> TYP. FLOOR ASSEMBLY CS16 HOLDOWN PER PLAN � — SHEARWALL PER PLAN <br /> W/ (14)8d EA. END ° <br /> ° HOLDOWN PER PLAN OF STRAP STRAP PER PLAN W/ <br /> T.0 FLOOR FRAMING . °° ° ° EQUAL N0. OF SPECIFIED <br /> �l —..—..—..—..—..—..—..—.. —..—..—..—. ._.._..—.._ o .� o°o= o <br /> ��r, ------ PLYNJOOD SHEATHING PLYWOOD SHEATHING � o NAILS INTO STUDS <br /> " ° PER PLAN `i PER PLAN � ABOVE AND BELOW <br /> DPD: <br /> �� <br /> n <br /> II o <br /> 11 - � <br /> TYP. STUD FRAMING ��, ______ � ° �� PLYWOOD SHEATHING <br /> PER BEARING WALL � PER PLAN <br /> � SCHEDULE ° ° —RIM JOIST (typ.) ORIENTATION '� <br /> � o 0 o PER PLRN ;; �ULL N�IDTH VERTICAL � <br /> �� GRAIN 2x BLOCKING � <br /> � 63 C� INTERMEDIATE —HGA10KT TOP & BOT. _ _ _ �� -- -a- -- <br /> LANDING LEVEL 0� POST o 0 0 �� TO MATCH HOLDQWN ORIENTATION �-�; SOLID LSL BLOCKING <br /> _ — — — — — STUDS PER PLAN ;; � <br /> A35 TOP OF BEAM ° �� AT HOLDOWN LOCATIONS <br /> o � <br /> � � HEADER PER PLAN � j i �� o __ <br /> T.0 INTERMEDIATE , � TO POST � ° ° -- <br /> ° a � � � REFER TO PLAN FQR <br /> � LOCATIONS WHERE <br /> LANDING FRAMING o � W R EP UAL NUMB R�OF NAILS � j i o =_ _ � _ <br /> P O S T P E R P L A N W f � Q I I W A L L C O N T I N U E S � <br /> HGA10 TOP & BOT. � o� IN HDR/RIM ABOVE & STUDS � � � � � <br /> BELOW PROVIDE PANEL EDGE � � <br /> � � ° I I REFER TO PLAN FOR PROIECT TITLE: <br /> NAILING TO EA. 2x STUD o I I <br /> A35 EA STUD TOP HUCQ EA. END ° ° f �, o � � <br /> LOCATIONS WHERE �U�r�tt S�f� �tr�et� <br /> & 80T. PROVIDE PANEL EDGE i I WALL CQNTINUES <br /> 0 <br /> NAILING TO EA. 2X sTun � � � Supp�r�iW� �o�a�ir�g <br /> °� I I <br /> � � 6200 12th Dr. S.E. <br /> '� Everett, WA 98203 <br /> ���ir Sh��� �r�r�in � i�+�l Str� �v�r ���rra T ���I �Sl b ��It���r� 1� ���I �l�ST' �i�ld�avr� � <br /> � Yp � Yp �p <br /> ARCHITECT: <br /> Tabl� A �mounting distance from edge of �ab�� A (mounting distance from edge of __ <br /> hole to inside face of support) hole to inside face of support) <br /> HOLE SIZE 2" 3" 4" 61/2" HOLE SIZE 2" 3" 4" 61/2" ;���'° <br /> . , <br /> MIN. DISTANCE 1'-0" 2'-0" 2'-6" 5'-6" MIN. DISTANCE 1'-0" 2'-0" 2'-6" 5'-6" environmental <br /> L <br /> (3)16d EA. BLOCK �d � 6"oc INTo Cammunity De�ign Center <br /> TJI BLOCKING JOISTS AND NOTCHING OF TOP & SOT. ��3 No Notches Permitted i L/3 402 15th Avenue East � <br /> JOISTS AND SHEATNING CHORDS IS NOT PERMITTED Notches Permitted Notches Permitted Seattle, WA 98112 � <br /> SHEATHING (2)16d TOENAILS MIN. DISTANCE <br /> PER PLAN THRU EA. JOIST PER PLAN FROM TABLE A , TYPICAL HOLES NO CUTTING OF WEBS IN ,, PH 2O6.329.8300 <br /> TYPICAL NOLES `1. �' <br /> HATCHED AREAS t � ��3 •�r• � � � FX 206.329.5494 <br /> � YP•) �.,. � � �` o o �. <br /> i <br /> � "' ISSUE: <br /> - i i � P�r�it ��rr���ti�r� <br /> � � � � � � <br /> �� �� � <br /> ► � �+�n��tru��i�n 5�t <br /> � �� �� L � SHEET TITLE: <br /> 6 <br /> 6 6 �- L- o �. <br /> � D3 <br /> Q � <br /> ��- � � � -�--�- � z�����1 : <br /> BEAM PER PLAN ITS SERIES HANGER 2x DIAMETER OF 2x DIAMETER OF ���� F������ <br /> LARGER HOLE LARGER HOLE <br /> BEAM PER PLAN Noles Permitted �tq��5 <br /> Holes Permitted <br /> SCALE: <br /> TYPICAL HOLE SIZE SHALL NOT 3/4" _ �'-o° U.N.O. <br /> , EXCEED 6�/2". NO MORE THAN oATE. ]anuary 26, 2018 <br /> (3) MAX. SIZE HOLES ARE WALL OR SUPPORT <br /> ALLOWED IN EACH SPAN. PRo�EcrNo: <br /> 00306-2016a07 <br /> WALL OR SUPPORT �- SHEET N0: <br /> f . <br /> � <br /> ��pi��l ��d�r �� ?'ypic�l Fl�sh ��r�n �Il�w�bl� Cut�ir�g in ��� J�isfi A�A�r�b�r� Allt�vv���� �ut�ir�g ir� L l�, LVL, �r P �. 1�0�r�l��rs <br /> N0: OF SHEETS: <br />