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LEGEND HV
<br /> SPAN Harriott Valentine Engineers Inc.
<br /> 1932 First Avenue,Suite 720
<br /> Seattle,Washington 98101-2447
<br /> o EXTENT tel 206 624 4760 fax 206 447 6971
<br /> www.harriottvalentine.com
<br /> © SECTION DETAIL
<br /> MP
<br /> / \ EX. (FB) FLUSH BEAM \ EX
<br /> .. COLUMN ABOVE
<br /> ® COLUMN BELOW
<br /> U
<br /> I NEW STRUCTURAL WALL w
<br /> EXISTING STRUCTURAL WALL
<br /> . ' NEW CONCRETE WALL
<br /> x x F� ,, x
<br /> w oo o . , EXISTING CONCRETE WALL W ��s ���� w
<br /> ,):,i .
<br /> N I EX. TRUSS EX. TRUSS
<br /> .- I ALL—THREAD HOLDOWN AT — @ 24"oc @ 24"oc
<br /> o© � END OF SHEARWALL ABOVE —
<br /> I ,
<br /> $ cs STRAP HOEDOWN AT EX.
<br /> F,)C-- �� END OF SHEARWALL ABOVE
<br /> FRAMING PLAN NOTES
<br /> _____ \ EX.
<br /> ° __ — _ ._w 1. SW__ INDICATES SHEARWALL TYPE PER _
<br /> SCHEDULE 8/S4.0. REFER TO DETAILS FOR
<br /> TYPICAL SHEARWALL CONSTRUCTION. SEE
<br /> X I ARCHITECTURAL DRAWINGS FOR ADDITIONAL —
<br /> X �— W
<br /> WALL INFORMATION.
<br /> W x X
<br /> W W W
<br /> o
<br /> 2. REFER TO GENERAL STRUCTURAL NOTES FOR —
<br /> T FLOOR OR ROOF SHEATHING TYPE, THICKNESS,
<br /> F ,
<br /> AND NAILING.
<br /> EX. TRUSS —
<br /> EX. �_ EX.
<br /> 3. COLUMNS SHALL BE DOUBLE STUD MINIMUM, @ 24"oc
<br /> I \ �\ UNLESS NOTED OTHERWISE. SEE 11/S4.0.
<br /> —
<br /> EX.
<br /> ',,
<br /> ,..
<br /> \ 4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP
<br /> (--IN ,.„
<br /> „..,___
<br /> PLATES AND SPLICE PER 12/S4.0. VA
<br /> ,,,,
<br /> L
<br /> 'A146:,fir'6' 4:4"
<br /> EX. TRUSS tv.
<br /> t`A� � �
<br /> 5. CS__ INDICATES COILED STRAP TYPE PER q
<br /> SCHEDULE 6/S4.0. REFER TO DETAILS FOR —
<br /> TYPICAL STRAP ASSEMBLY.
<br /> y �` i
<br /> EX. I 1_ <2" f 16_,0q)bi.319,12-70;0- .0-
<br /> LL, 1 EX. — ��• ✓�
<br /> ,/,,,,„--- ,,,_
<br /> . ., fti±il I EX. TRUSS EX. TRUSS �d®�� 4/2JIq
<br /> 7______\
<br /> I
<br /> I
<br /> , , E :: @ 24"oc \ @ 24"oc
<br /> , e
<br /> 1 ' x,
<br /> x o I Project Contact
<br /> L, x -r/IL r1 w w tel 206 624 4760 ex.27
<br /> I t_, ` — ° _ ~ N fax 206 447 6971
<br /> i © tvalentine@harriottvalentine.com
<br /> `� I ?�Q — w Project Architect
<br /> - I r, SW3 ,. _EX_ SW3 iiii ` — EX. EX. p
<br /> EX. SW � Workshop
<br /> Vim__ I_ I i I I 310 South Washington Street
<br /> \\\\.\titititi"\\;\11 1 \ , L w / Seattle,WA 98104
<br /> I I Im - _� _
<br /> _j
<br /> Project
<br /> w ``\ I ALI WITH END DF 1 — ® _ 00 c_.
<br /> N o
<br /> SHEAR WALL BELOW N - Laurel Drive
<br /> x CX
<br /> x N `� x N 600 Laurel Drive
<br /> w . 1 N' w
<br /> _ U Everett,WA 98201
<br /> NI N
<br /> x
<br /> I ° Issue Date Issue Description
<br /> . — I I 0 0 0" ADD LVL 13/4x51/2 4/2/19 Permit
<br /> -; "`\ 0 0 0 0 24" TO THIS SPA1 \ FIELD LOCATE NEW ROOF x
<br /> h _ _m_6® — r — — \ ACCESS HATCH BETWEEN w
<br /> i __�. __-LX� i `� W8xDi EX. RAFTERS
<br /> X - O af.- cU . / 1 X N r-i •O - N
<br /> ItMF c>7 S
<br /> W
<br /> I N '. cs7 o CV (� , N
<br /> x 5V
<br /> AlaBuilding Department Approval •
<br /> W14a�22 r _ `�
<br /> EX
<br /> - r--- - _ 3.0
<br /> 72x$...-..._.
<br /> i & 6 7 6+6 4
<br /> `.0 3.0 `.0 3.0
<br /> I
<br /> Drawing Title
<br /> MAIN FLOOR
<br /> FRAMING PLAN
<br /> ,..---,-
<br /> Aft 1 SECOND FLOOR FRAMING PLAN (MAIN FLOOR WALLS) it& 2 ROOF FRAMING PLAN (SECOND FLOOR WALLS) W
<br /> \52.1 scale: 1/4" = 1'-0" Mr S2.1 scale: 1/4" = 1'-0"
<br /> Ct
<br /> Drawing Number a
<br /> J
<br /> W
<br /> OL
<br /> S21U
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERK IT
<br />
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