2105 GRAND AVE 2017 Plans 2022-11-04

SSS P�um�r; s 17Q3Q3�8 SYM BOL LEG E N D S�ExP �roje�t Name: 2105 Grand Ave � 4�6 HTTSKT #HOLDOWN MODEL . � HOLDOWN Represents holdowns which are located at the bottom of the wall where it is called out. Connections are Owner: �° wali-to-wall or wall-to fdn u.n.o. Connections per the HOLDOWN SCHEDULE. EVGC�t'P.f311 HOt17£S� ------------------- LLC DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. Fraject Location: -- — ----- ---------- _��. ��_-----_--�-�---- _� -�_--- 2105 Grand Ave _ � r-- � - - - - - - - - -- - � � ' Everett, WA982Q1 �' ii HTTSKT- A SHEARWALL Represents walis which are shearwalls and shows the extents of that wall. Connections � � per the SHEARWALL SCHEDULE. � � � Design Professional: i i � Three Nail Qesigns — — — NEW FOUNDATION � � HDN HOLDOWNS p � � � . See CONCRETE and REINFORCING BAR s ecifications r DETAIL MF. � � � II M � EXIST BEAMS/ ; � ' N N.T.S. HDNA � � BEAMS BY OTHERS, O � �. � II TYP � � � � � _ � � i I � �'i w �-. I i i ,- � N W I MF iz°WIDE �S i i CS � -,-,� � ii � � Z � HOLDOWN PER PLAN i i—l—! — � 2x8 CLTR � � /'� 2x8 CLTR �— O 2x SILL U,N.O. ��`1J ------- �� I I t"a H Qt PER SW SCHED � — � I I � . D33 3�-ioso^ � ' C #HDU14 *HDUl4 � � EXISTING TO 4x8 STUD TO 4x8 STUD � � � � � � � S�qg (2)-#4 HORIZ CONT f � �`�' � @TOP Of WALL � � Z Z � i I HOLDOWN � � � W > HOLDOWN ANCHOR e nNCHOR � � ��—_ � � - EMBEDDED — u— � III=111_III_I 1'-p" �� III-I11 II1= � � � � '� I I I—I I I I I i I I I—I I�—I I�_I�' ST�aP j � '=1I I I I I—I I�R�R��='' 1',6" � I� p 1.=1 I I—I I I I I I pLDQWN SCHED � � � I I I I I I I I I�=1 I� e � �!� � ��1=1 I 1= (I I—I I'- I � EMBEDDED STRAP C BRG . , = FOUNDATION WALL �/ I � SOIL �II II � ,ill�- _ I/ .III;I �Ilt-�lll� li'=-III� ��/ ,— ��—�,� �� —� PLATE%"x3"x3" (2)#4 @ TOP&BTM I I � ' MINIMUM STEM HEIGHT 1 NO UPGRADE � 1'-0" REQUIRED TO ACCOMMODATE I I �� TO EXISTING #4 x� � -4@HDU14 ANCHORA6E PER NORTH WALLS � 4,1 HOLDOWN SCHEDULE I I .� @3"O.C,@ HOLDOWN I NO UPGRADE ; TO EXISTING — '� SOUTH WALLS FooTtNc--� I DEEPEN FOUNDATION AS REQD TO ! � � Y� t� MF MONOLITHIC FOOTING L _ ` _ accoMo�arE FOR Ho�oowN � �t� , � �� , .�� - � � i ,y �� .� �. � � � EMBEDMENTS INTO WALL � �� F � �R�� � ��=� � � , �� , � £ � , � �y �� N.-r.s. TSFD �� .�� # � �� { �� . { � �� .�� :� � � �� :+_ ��c ;� ��! �, ��„ � ��- �► c� �� , � �; ,�� MHE MINIMUM HOLDOWN EMBEDMENT �°� .��---� �� =� � �' � � � �� r ��;� ��: �- � � � . N.T.S, � �� , �p ;� � �z � MHE � '� � �� T�� � .� � � F �", � � � '�� ( ,��L� �'� s,�, �,,�s � `�e�`} � �� DBL 2x STUD �� } ' � '�� _ �� '� SW SHEATHING �� I EDGE NAIIING I� This space reserved for !_ governing jurisdiction stamps �f MF 12"WIDE �S CS �i HO�DOWN 1 i WALL EMBEDDED - - - - - —� 2x8 CLTR � 2x8 CLTR �i STRAP — -��,t,-,�� • �'�M � �-- — -JVU--l- � . },.,_.�`'��---�-'.-'.."'-" � . . . . �F-- I I i ST P SH�� I #HDU14 D44 ��v SHEATHING PER I TO 4x8 STUD TO 4x8 seT,UD scHE� AR UND COR�ER i STUDS PER -� � � �/� HOLDOWN SCHED j � SW SHEATHING - � L---�--------� --p--------�,.--_�._ _=�_ _— I SHEATHING PER EDGE NAILING SCHED � � 2x STUD � � � � WALL FRMG � ORIGIN DATE; 5J5/2017 � � � � HOLDOWN REVISED: 2x STUD ANCHOR � PLAN VIEW SNEATHING PER a SCHED ^ r-, � �i LOWER FLOOR SHEARWALLS & PARTIAL FOUNDATION M DSW DBL SIDED SW AT ADJOINING WALLS HOC HOLDOWN AT CORNER � ^ � N.T,S, DSWA N.T,s. HOCA i�4�� = 1�-O�� DO NOT SCALE-REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS � � � � � �