|
i .- 1 I ._.._.--__ . . __... _-_.___-_ --._. _ __.___...__ . . . _ ... . . . .. . . . __ _ .. . . , . . . .. ... .. _ . .. .. . ...._. . . ... __.... . ... ......__ ..... ... ._____...__.---_.. ..__ -.. _ . _.._ .._.._ . � .
<br /> ' I
<br /> V � � �
<br /> (/) f � �f7
<br /> � � �
<br /> W � C�Q CO ._. <�,'
<br /> I �
<br /> � �
<br /> I� � Q s
<br /> 6 � �
<br /> � � � .
<br /> � O � � �
<br /> � SEE PLAN FOR SLAB , #4 x `�� � 12"oc � ' Z § � N
<br /> � �
<br /> � : � t, � , - Q � � �
<br /> THICKNESS AND � � < < _ � , : `.
<br /> REINFORCING (typ.) "l� ;' , . l
<br /> '� ��)#4 EAC 0 E� , �.�:� r_ � � � a
<br /> '' ��4`� � %� � �. � � a� � '
<br /> � � _
<br /> ' ' � a�
<br /> ' M/AJ • �,� � � cn .� �
<br /> '"� v� �,, ���' • x x� � x � !, � ��}���' ..,.�� � � � .� � "
<br /> ., ,� � ,� �.� U a.> -�
<br /> � i� ��� �, .�3' E� � :�r�i '� � �.��� � 1 �{ 1�I..� • � . '�J L"' .. .
<br /> � � t� � <c
<br /> , � � � ��4 �� �_ _ , �/� � w � o
<br /> �
<br /> ' a � • • � � �� � �-�'{ r !% i � j h �
<br /> \ � �Ir�� � a
<br /> ' �t ��s �.., J J' ; / . . ( �, .S�
<br /> lWey+°j✓'Y�'r,�J y�'�+yaJ ,,,e .� r ,�� .�, y f Y i�''� I , . � +-� r"�\ '' �
<br /> �, � a
<br /> l
<br /> �� �, �e , r�' �r t �/d y�� t 4 t�` ��, /`� � ' Lf? ���
<br /> � rr'�,y'�'�`�i r��j'`�.�;" �, �/� d � 'I � 0.�.� '�� /�, • \ � w 1� � � � � �
<br /> ' ."`��; t`�:>l.��i . . . , �a . . :iL`� � � � . .
<br /> � � �
<br /> �' #4 � 12"oc EA. WAY a � ` �
<br /> , � . �
<br /> (3)#4 CONT. 6�� COMPACTED GRANULAR _ � _ � �
<br /> FILL PE � L � ,� ,_: � F,,. `` , � Q
<br /> R � AN � ,, . , �,.. � , ;
<br /> � .
<br /> ��„ , . ,
<br /> � �t - �
<br /> � � a
<br /> , • . (2)#4 BOTTOM e � �,
<br /> I' `` `� --x�V .
<br /> I EXACT CONFIGURATION OF STAIR ` ��
<br /> � (including tread and riser dimensions) ,� ( ' '
<br /> 31728
<br /> ' 6" PER ARCH. DRAWINGS �
<br /> �fi- o�'��'IOA1 � ` i.
<br /> ;
<br /> .._._ ' �
<br /> I �-' _
<br /> ,.. -
<br /> _ '
<br /> t �
<br /> � = � �,��
<br /> ' 1 � T ical Slab! Ed e 3 T ical Stair On Grade � °���
<br /> YP � 9 YP �
<br /> ', . �� H ;�k - 1
<br /> PANEL EDGE NAILING �'�i PANEL EDGE NAILING � i � � ���� �
<br /> � ���� 1 �
<br /> OVER ALL HOLDOWN STUDS II OVER ALL HOLDOWN STUDS -� _�
<br /> HOLDOWN (where occurs� �I HOLDOWN (where occurs� ziz4 Third Avenue-Suite ioo-Seattle,wA 9s�z�
<br /> P�206•443•6z�z ssfengineers.com
<br /> PER PLAN W/ ALL-THREAD � � PER PLAN W/ ALL-THREAD �„
<br /> TO MATCH A.B. SIZE IN A35 PER SHEARWALL TO MATCH A.B. SIZE IN A35 PER SHEARWALL 934 Broadway-Tacoma, WA g84oz .
<br /> HOLDOWN SCHEDULE. SCHEDULE I HOLDOWN SCHEDULE. SCHEDULE p� 253•z84•947o ssfengineers.com
<br /> AT HDU2: EMBED 12" AT HDU2: EMBED 12" Co�ht2017 Swenson Say Faget-All Rights Reserved '
<br /> VERTICAL GRAIN BLKG. VERTICAL GRAIN BLKG. ����
<br /> INTO (E) CONC. I TO MATCH HOL,DOWN STUDS INTO (E) CONC.
<br /> AT HDU4/HDU5: EMBED AT HDU4/HDUS: EMBED TO MATCH HOLDOWN STUDS
<br /> 18" INTO (E) CONC. A35 EA. BLOCK, PROVIDE 18" INTO (E) CONC. - � :
<br /> � r
<br /> W/ EPDXY GROUT PER �-� #8 x �/2" SCREWS TO (E) SHTHG. W/ EPDXY GROUT PER � � A35 EA. BLOCK, PROVIDE
<br /> GENERAL STRUCT. NOTES ; ; !I GENERAL STRUCT. NOTES 'I ; ; #8 x �/2" SCREWS TO (E) SHTHG.
<br /> SHEARWALL PER PLAN ' ; (E) JOIST DIRECTION AND SHEARWALL PER PLAN �'� ' ' JOIST DIRECTION AND � _
<br /> � h S H E A T H I N G P E R P L A N I � � �
<br /> SHEATHING PER PLAN � 69 .
<br /> NAILING PER SHEARWALL ,�, '�' ' NAILING PER SHEARWALL '' '�' � �
<br /> ;, SCHEDULE (typ.) I ,t� ' � � ` � ,
<br /> SCHEDULE (typ.) ,; ; . � `",
<br /> E RIM ,� � i �,� , � � � � � � .
<br /> � ) ,
<br /> �,',, ; (E) RIM �', ' � y � Y � �
<br /> �
<br /> �i �� �� I� �I �1 � � m � � z c � .. � ���: x ..
<br /> _ SHEATHE AND NAIL r_ � � � � .�
<br /> CRIPPLE WALL TO MATCH �� I � � °� � w � "
<br /> � � �
<br /> � WALL ABOVE. PROVIDE ;; W H E R E J O I S T S'� A R E (E) FOUNDATION �I I�� WHERE JOISTS ARE
<br /> � ,� PARALLEL PROVIDE �II� ' PARALLEL PROVIDE
<br /> DBL STUD EA. SIDE ;; i„ ; , REVISIDNS DATE DESCRIPTION
<br /> �� 2x BLKG. � 48 oc � ;I I; „
<br /> OF ALL-THREADS �� � °�u� 2x BLKG. C� 48 oc
<br /> ��
<br /> a;ll; (2) 16d THRU �EA.
<br /> (E) FOUNDATION ;I I; v JOIST OR BLO�CK a EA. JOISTOORABLOCK RU ,
<br /> ALL FASTENERS INTO PRESSURE 6�11� E SILL PLATE W EXPANSION � v ��
<br /> TREATED WOOD SHALL BE GALV. ��' � � ' � (E) S I L L P L A T E W/ E X P. B O L T
<br /> a BOLT PER SHEARWALL SCHEDULE ALL FASTENERS INTO PRESSURE ° PER SHEARWALL SCHEDULE
<br /> OR STAINLESS STEEL PER ° (5/$"� (� 48"oc elsewhere) TREATED WOOD SHALL BE GALV. ° 5 �
<br /> ! GENERAL NOTES (U.N.O.) ' OR STAINLESS STEEL PER (/$��� � 48"oc elsewhere) ' ��''
<br /> ; ' . L�
<br /> L GENERAL NOTES (U.N.O,)
<br /> � � V Exterior Framin at �asement w/ Pon !Wall 7 Exterior Framin at Basement � �
<br /> 9 Y� J
<br /> ,
<br /> � _ f
<br /> '� HOLDOWN POST ---
<br /> � BEAM, PLINTH, & FTG. II PER SCHEDULE EDGE NAIL PER
<br /> � � SW SCHEDULE ISSUANCES �
<br /> � II
<br /> HDU HOLDOWN I ( DATE DESCRIPTION �
<br /> DECKING PER ARCH. � , I II FRAMING CONT. �
<br /> � II
<br /> JOISTS PER PLAN � � WHERE OCCURS •
<br /> � , SHEARWALL PER PLAN —z � k :
<br /> II
<br /> ' ' �� - -u - - - - -
<br /> � PROVIDE BLKG. , ;;
<br /> ' BTWN. JOISTS (2)16d TOENAILS I �, Q � ; a
<br /> ' _ THRU EA. JOIST ^ � �' n HEADED BOLT OR
<br /> ___ , , ,_ , I, CONT. #4 EA. SIDE OF a� ;� � ° a n ALL-THREAD W/
<br /> �Y
<br /> ! a .
<br /> v
<br /> (3)16d EA. BLOCK BEAM PER PLAN � ANCHOR BOLT °� a � WASHER AND NUT
<br /> ° � ° � ` PER SCHEDULE
<br /> 10"sq. PLINTH REINF. W/ ABU SERIES POST BASE ' �OI d own Sch ed u 1 e
<br /> ! (4)#4 x L VERT. & #3 x� �� „ W/ 5/s"� x 7" A.B. �
<br /> f C� 6 oc W/ (3)#3 x � I►v , Plan Anchor A.�. Holdown Post OO .
<br /> " I SC I�P.WS COPYRIGHT BO,�f3�AND 4ELLU�d LL4 ALL RIGHTS RESERVED,
<br /> TOP 5 OF PLINTH Mark Bolt Embed if 2x4 if 2x6 �����NA�SHE:TS�ZF�S22x34
<br /> ' ; ����� ;� �� � . � � �' �� ,�a�����
<br /> ���"��'�� _.� -�,�=�z � '���" �,.��,,� �'����'��� SSF PROJECT#: 10539-2017-14 � � _ �-
<br /> 4 �� ���,�'�� �' �'-�'r ��-'��"�-�c��;���'�; � HDU2-SDS2.5 (6)SDS �/4��X2�/2�� 5/8��� 12�� (2) 2x4 (2) 2x6 SDCI PROJECT#: SDCI PROJ # , � j
<br /> i FOOTING SIZE & �'`��°� � ��� �� � �
<br /> PLOT DATE: December 1,2017
<br /> r'��,��;� , � � c9 I HDU4-SDS2.5 (10)SDS �/4"x2�/2" 5/8"� 16" 4x4 4x6
<br /> � REINF. PER PLAN �°�� � � � � � � � '
<br /> � ����``�-�'�,'' '��' �; � � I � ��
<br /> ��:��,,�,�,��,,-�..�f���y���,�,�,��,�� � HDUS-SDS2.5 (14)SDS �/4„x2�/2» 5/s„� 20" 4x6 4x6
<br /> e�,;� ;_:,� � _�:.� _ ;�_�-� y
<br /> ��'����������,�����3�r��,���,�;i;`:
<br /> z . � ._ HDU8-SDS2.5 (20�SDS �/4"x2�/2" �/8'�� 24" 4x8 6x6 Typical Concrete Details
<br /> • , HDU11-SDS2.5 (30)SDS �/4"x2�/2" 1"� 24" 4x10 6x8 sHEEr No.: �
<br /> ' HDU14-SDS2.5 (36)SDS �/4"x2�/2" 1"� 24" 4x12 6x8 '
<br /> Deck or Cano Post �ootin - S uare Plinth � 1 , � 1 � MINIMUM SIZE OF POST AT END OF WALL UNLESS 1
<br /> py g q 0 , s OTHERWISE NOTED ON FRAMING PLANS. T ical HDU Holdown 1 �
<br /> YP ■
<br />
|