|
Permit#: BW1711-002
<br /> Site Address: 3605 BROADWAY .
<br /> Qwner: MACKEY SUSAN INGRAM ,
<br /> Tenant: JIFFYLUBE
<br /> App.Date: 11/6/20ll
<br /> ���-�-� �� �����..�.�. Prapased Use: COMMERCIAL
<br /> Descriptian: REPLACE/REPAIR PARTS OFSTRUCfURE
<br /> G E N E RA L ST RU CT U RA L N OT E S STRUCTURAL REPAIR DRAWING NOTES
<br /> ��•��r������{�� ��� �~��i��I T THAT HAVE WATER DAMACiE
<br /> � i �.d;------� � a�te: H��7
<br /> CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or l. CONTRACTOR SHALL INFORM ENGINEER OF RECORD ABOUT ANY WOOD ROT RELATED TO WATER DAMAGE THAT IS DISCOVERED IN `
<br /> other codes required by the governing jurisdiction. ANY STRUCTURAL ELEMENT, STRUCTURAL ELEMENTS INCLUDE ROOF RAFI'ERS, WALL STUDS, BEAMS, NEADERS, ROOF PLYWOOD �t���?�����l�''�����''�����",1��������� �Office Set Jok�Site Set Fire/Planning Set
<br /> PROTEC'fiON Through maintenance and current best practices, provide a building envelope that will preserve � ���������������������J,������ ,
<br /> SNEATHING AND WALL PLYWOOD SHEATHING, ����������� �������;��.�� , ����
<br /> the integrity of the structure throughout it's lifetime, I �� r� t��;�a;�g� ����r�������r�� -
<br /> IIVSPEClIOP6 Notify Building Departrnent for inspections required by local jurisdiction. 2, THE CONTRACTOR SHALL REMOVE AND REPLACE ALL WOOD SIDING, BUILDING PAPER, WOOD TRIM AND GWB SHEATHING �� �f ��„9�' � �
<br /> ��.U�fi�l�l���:������.
<br /> SOSS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed AS REQUIRED TO REMOVE AND REPLACE WATER DAMAGED WOOD ELEMENTS DESCRIBED IN NOTE 1. -
<br /> level soil devoid of any organic material and below indicated frost line. •
<br /> COMPACTED FILL shall consist of predominately Well-Graded, granular soil, free of organic material and 3, IF ANY ROOF PLYWOOD SHEATHING IS FOUND TO HAVE WOOD ROT,THE CONTRACTOR SHALL REPLACE THE DAMAGED PORTION �
<br /> debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent OF PLYWOOD SHEATHING WITH TNE SAME THICKNESS PLYWOOD AS IS CURRENTLY INSTALLED.THE ROOFING IN THE AREA OF �-�,-���
<br /> of the maximum density at optimum moisture content determined by ASTM a1557 test procedures. THE REPAIR SHALL$E REPLACED AND REPAIRED. �°� � �{�
<br /> BACI�lLL shall be free draining and without organic material and debris from one of the following soil 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT IN ANY AREAS WHERE THE EXTERIOR WALLS OR ROOF SHEATHING ��- : �
<br /> classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. �� � � ���� �
<br /> WOOD FRAMIIVG in contact with concrete or masonry, or exposed to weather, shall be pressure treated. ARE BEING REPAIRED THAT THE REPAIRED AREA IS WATER TIGHT TO PREVENT FURTHER WATER DAMAGE TO THE STRUCTURE.
<br /> �'IT Y{��' �
<br /> MECTORS Af�D FASTEPERS Fasteners, induding nuts and washers, and connectors in contact , HE CONTRACTOR SHALL REPLACE ALL WOOD SIDING AND EXTERIOR WOOD TRIM THAT HAS DRY ROT, ��rr�fr ,��
<br /> � �l���
<br /> wit pressure treated wood shall be hot-dipped zinc-coated galvanized. 6. ALL INTERIOR AND EXTERIOR FINISHES THAT ARE REPAIRED OR REPLACED SHALL BE PAINTED TO MATCH EXISTING FINISHES,
<br /> 5ervices
<br /> D(CEPTIOI�t Plain carbon steel fasteners, including nuts and washers, in SBX/DOT and zinc borate
<br /> preservative treated wood in an interior, dry environment shall be permitted.
<br /> �� Praject Name:
<br /> SOLID SAWN LUMBER shall meet the following minimum grades (u.n.o,) conforming to WWPA GRADING .
<br /> " Jiffy Lube - Everett
<br /> R WESTERN LUMBER , latest edition: ,
<br /> BEA MS, POSTS, RA FfERS,]OLST
<br /> 6X and wider DF#1
<br /> 4X DF#2
<br /> 2x 10 and greater DF#2 Owner:
<br /> wn��sn�us QSI Facilities, Inc.
<br /> 7�8 and smaller HF#2
<br /> 2x HF#2
<br /> ENGn�EERED WOOD shall meet the following minimum properties;
<br /> Callout E x 106 (psi� Fb si Fc oar(psi� FC perp �pSl� Fv si 58'-10°
<br /> GLB 1.8E 2400 1650 650 240 Project Lacation:
<br /> All cantilevered and multi-span glue-laminated beams (GLB) shall be V8 unless noted otherwise, 21'-4" 37'-6" 3601 Broadway
<br /> additionally cantilevered beams shall have zero camber, .
<br /> 24F-V4 shall be cambered with a 3500' radius u.n,o.
<br /> Eve rett, WA
<br /> LSL 1,55E 1900 2050 90Q 310
<br /> PSL 2.OE 2900 2900 625 290
<br /> PSL 2.2E 2.2E 2900 2900 750 290
<br /> Design Professional:
<br /> Engineered wood products shall be protected from moisture to preserve their structural integrity.
<br /> Provide temporary bracing to avoid permanent deflections resulting from drying under construction
<br /> dead loads.
<br /> WALL FRAM�VG& BEAR�IG Walls shall be 7�c studs at 16"oc max with double 2x top plate, and 2x base 6,_9„ .
<br /> plate (e�erior walls shall be 2x6 u,n.o. & interior walls shall be 2x4 u.n.o.),
<br /> Block all supports solid to the foundation.
<br /> GENERAL STRUCTURAL NOTES continued �.
<br /> ���� ���r�� ��
<br /> M
<br /> WOOD STRUC'TURAL PAI�ELS shail meet the performance standards of the "APA" DOC PSl and PS2 for their � o
<br /> intended application (group 5 species not allowed), � � �
<br /> SHEARWALLS are indicated on the plans with a bold dashed line and labeled SW. The following letter H �
<br /> designation refers to the Shearwall Schedule's SHEAR FLOW CONNECTIONS / SPACING table, and the EXIST.STUD WALLS WITH H o:
<br /> � �
<br /> number designation refers to the WALL SHEATHING table, Multiple combinations of letter and number 2X6 STUDS @ 16"OC J �
<br /> designations may be present. Wall Line numbers, shown inside triangles, refer to corresponding O w �^
<br /> N
<br /> engineering calculations. J w �
<br /> Attach rated sheathing (indicated below} to 2x min STUDS spaced no more than 16"oc, u,n.o. See �
<br /> Shearwall Schedule for minimum thickness and fasteners (thickness at point of fastened edges governs � Z �
<br /> shear values). All panel edges shall be blocked. Nail intermediate supports @ 12"oc. Do not penetrate � � � �
<br /> � nails past flush. Install squash blocks under the ends of all shearwalls where the framing below does not V i.,.� �? '
<br /> � �
<br /> provide full bearing. Construct cripple walls same as the shearwall above,and gable-ends same as the 32�_9° � �
<br /> shearwall below. F--
<br /> Rated sheathing: OFFICE � � � I
<br /> �
<br /> 7/16"OSB rated with a 24/16 span rating. � � �
<br /> Z
<br /> 1/2" CD with a 32/16 span rating. = W �
<br /> See applicable detail(s): SWE
<br /> AUTO SERVICE BAYS z6�-o° � �
<br /> ROOF DIAPHRAGM Install either OSB or CD sheathing:
<br /> 7/16"OSB rated sheathing with a 24/16 span rating; �
<br /> panel clips required when spacing is greater than 20" oc, O
<br /> 1/2" CD rated sheathing with a 32/16 span rating,
<br /> V
<br /> Use 8' x 4' panels with long dimension perpendicular across supporting framing. Stagger panel rows �
<br /> N
<br /> half the long dimension. Nail all boundaries and supported edges with 8d @ 6"oc and interior supports with � .
<br /> �
<br /> 8d @ 12"oc, blocking not required u.n.o,
<br /> u�
<br /> �
<br /> X
<br /> O '
<br /> - ..� ,
<br /> C
<br /> ���Y �; �y,
<br /> ��,� �� wa�y`�T��
<br /> - y���, ��,°�
<br /> .,
<br /> �� ��
<br /> WOOD STUDS IN THIS PORTION WOOD STUDS IN THIS PORTION � +� �
<br /> 'a,� �'pL,£ 824 ��'GrW �'
<br /> OF WALL HAVE DRY ROT AND NEED OF WALL HAVE DRY ROT AND NEED ,�� �.�,��L ��,� �e�
<br /> TO BE REPLACED TO BE REPLACED #y �s,�r����� ��a�` ,
<br /> ��
<br /> This space reserved for
<br /> governing jurisdiction stamps
<br /> FOUNDATION & FIRST FLOOR PLAN �
<br /> 1/4" = 1'-0" i/4"=i'-o" O -
<br /> ORIGIN DATE; 11/O1/2017
<br /> REVISED; ----
<br /> � �
<br /> 0
<br /> 0
<br /> �
<br /> 0
<br /> �
<br /> �
<br /> �
<br /> ��
<br /> �
<br /> . �
<br /> �
<br /> � �
<br /> �.,
<br /> ^�
<br /> N
<br /> O
<br /> �
<br /> ^
<br /> �
<br />
|