3103 TULALIP AVE 2017 Plans 2022-12-27

See note "DS" in the � At roof framing, roof structural notes for more� Consulting Structural vent block per vent Bottom plate information Engineering Services, Inc. block typical detail Horizontal drag strut JOHN S. APOLIS, P.E. Floor sheathing CMSTC16 strap Roof framing, flat or i�� Edge nailing per �, Existing 6311 17th Avenue NE sloped per plan ��ni shear wall Shear wall sheathing Alternate stra \ Beam, double SEATTLE, WA 98115 ;—� schedule Edge nailing framing above p � , (206) 5271288 with edge nailing location, where joists, or solid A35 per shear wall schedule � into stud post accessible 4x_ blocking Plate nailing per Wall return p p er lan email: Dia hra m ed e nailin er shear wall schedule 6�� Egress well john@cses-engineering.com p g g g p � Stra hold down Epoxy, grouted � � per plan L_ Detail at floor framing luckeyjo@comcast.net diaphragm schedule � . p #4x18 bars er � 3 2x4 stud OSt w�th 1/4"x3" p (draft'ng) Rim joist, provide � � p „ per plan note "NF" in the , Floor sheathing ; Horizontal drag strut Dia hra m sheathin er han ers to match �oist SDS screws @ 6 o.c. to tie . p 9 9 p 9 1 structural notes Exterior rade dia hra m schedule size where rim �oist is posts together as shown 9 / CMSTC16 strap p 9 1 Alternate drag strut used as a header Window #4 bars @ 12" o.c. Beam, double Where �oists are Strap Hold Down Confiquration locations, where I KYLE PEPER J opening per vertical accessible joists, or solid parallel to wall, ;�� plan „ 4x_ blocking REMODEL rovide 1 ba of �� Edge nailing per #4 bars @ 12 o.c. = er lan p y i � shear wall schedule (8) A35 angles at each p p 3103 TULALIP solid wood Bottom late horizontal, bend around stra s lice between EVERETT, WA 98201 blockin 4'0" p HD,U hold down w/ corners to wall returns m/'oist�/blockin and Wall er lan g@ ,; A35 per shear wall 5/8 anchor bolt both New foundation bea � 9 p p DATE o.c. attached with � per plan � wall top plate A35 both ends schedule sides of post Compacted fill ORIGINAL SUBMITTAL 230CT15 Shear wall sheathing Detail at wall � Joists perpendicular Shear wall sheathing per with edge nailing 4 F6 New Concrete Egress Well Detail � DS Drag Strut Typical Detail � to wall, where J shear wall schedule o o ��Z.. �. 2„ 0 � O SCALE: 1' = 1'-0" � O NOT TO SCALE � applicable Edge nailing per shear Anchor bolt per wall schedule shear wall schedule (3) 2x4 stud post with 1/4"x3" Edge nailing Concrete foundation SDS screws @ 6" o.c. to tie into stud post Studs @ 16" �.�.. � " posts together as shown o.c. max ��'�`Y �� '�� t� 2 clear, Hold down per plan, refer Wood framed Sheathing per shear `�� w ��s�,:f �'��,_ minimum to current simpson End stud min. wall per framing Wall schedule �� = �� . HDU Configuration catalogue for connection double stud plan � ��, , .� � � -� requirements s� ,� �: �" Floor framin � ��-� � �� ,� 7 SW1 Exterior Shear Wall Detail � _A „ 2" clear Shear wall Hold down Vertical strap hold �` `��ti��-;,�� ' ��' � � SCALE: 1' = 1'-0" • t._ k �� 0 1!2„ �,� 2 ,�,.. ., . �.._y 6 H D5 Corner Hold Down Detail � m�n�mum anchor bolt �� bolt down per plan � � � ` , �.,^��.� 0 1/2„ �„ 2„ \ 10 SCALE: 1� _ ��-o�� : � Hold down bolt as �� , Strap end length, close as possible to Concrete � nailing per J ROOF SHEATHING PER Ce11t21" Of COCICC'2t2 foundation Wood post per structural notes STR NOTES COCICC'2t@ WaII plan , J � � A 35 TOP AND BOTTOM ~ Q OF EACH COLLAR TIE U � . J � W ' 5 HD1 Retrofit HDU Hold Down Detail 2 HD7 Stra Hold Down Detail W � � .: . - . p � � � SCALE: 1' = 1'-0" o �/2° �� 2" � 0 SCALE: 1' = 1'-0" o v2^ �" 2" �A V♦ . . . O � O 2 X 8 DF#2 COLLAR TIES W � ONO d� � Q Q (2) 1/4" X 3 1/2" SDS � � > SCREWS PER TIG W ~ � 1 3/4 X 11 1/4 LVL RAFTERS -_- � p W Window 9 COLLAR TIE TO ROOF MEMBER DETAIL - neader per W � w plan a � 10 SCALE: 1�� _ ��-o�� ° 6° '' 2' Full height 4x6 post � �. ..-. ��. . - ..� .. � .. e Window per w . . . . ., . .e . ., .. . . , W \ plan � HUC Beam hanger --- � N ew roof � 2x_ blocking Horizontal CMSTC16 framing Sheath, block, and nail stra from „ wall around window p A35 @ 24 o.c. plate/header to solid (each block) per shear wall 4x_ blocking in wall. schedule Simpson H1 orH2.5 .. �� . �. . �. . �. . �. . �. . �. ... . Facia board connectors each joist Shear wall end post with hold down per Bottom of window STR DESIGN BY: APOLIS plan at base double plate DESIGNED BY: APOLIS DRAWN BY: #CAD Technician Full Name Existing wood CHECKED BY: APOLIS PRINTED ON DATE: 9/26/2017 framed wall � SHEET TITLE W II T PI 3 SW3 Shear Wall Around Opening Detail �o Rafter Connect�on to a op ate S 7 02 � 0 SCALE: 1' = 1'-0" o v2�� r� 2�� � 0 SCALE: 1" = 1'-0" o s�� r 2� PEPER LIFT& REFURB EVERETT PROPOSED NOVEMBER 2614.p1n;S 102 STRUCTURAL DETAILS;100%;9/26/20174:47 PM