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WALL SHEATHING - _-__ __ = <br /> PER S.W. SCHED. <br /> STRUCTURAL 2x LEDGER W/(2) SIMPSON _=__====_ === <br /> SHEATHING PER STRUCTURAL SHEATHING ROOF B.N. PER PLAN j SDS25312 SCREWS INTO EACH <br /> PLAN, TYP. PER PLAN,TYP. WALL STUD <br /> - STUDS PER PLAN 16d©6"O.C., SN,TYP., `` STUDS PER PLAN ROOF SHEATHING PER PLAN PSE <br /> 16d @ 6"O.C.,SN, PLATE UON ON SHEARWALL SCHD. 1", S.N. PERS.W. SCHED. 16dConsulting <br /> SHEAWALL SCHTYP., UON ON I 2x] BLKG ® 48 8d @ 6"O.C., BN, PLATE :. „ <br /> }( Engineers, Inc. <br /> 8 O.C., MIN. WALL PER PLAN <br /> ] TYP,, UON ON PLANS. II <br /> VERSA-RIM, TYP. www.structurel.com <br /> 8d @ 6"O.C., BN, 12 - 8d TO 8d 6"O.C., EN, TYP., FLOOR B.N. PER PLAN Klamath Falls Office <br /> TYP., UON ON PLANS. 1I►_ BLOCKING, TYP. UON ON SHEARWALL SCHD. �1► WALL E.N. PER S.W. SCHED, ---•-,,, .. .. ., ,,.... A U 250 Main <br /> �..� i ... ,...i..i.,r..i..�......, <br /> FLOOR SHEATHING PER PLAN SN-16d ® 4" O.C., TYP., z Klamath Falls, Oregon <br /> SUBFLOOR EDGE I x 97601 <br /> �I:.—�- n - I�:� MIN. 8d 6"O.C. _. I vi <br /> TYP. UON ON ,7r <br /> NAILING PER PLAN 1 UON ON SW SCHED. w <br /> 8d @ 6"O.C., EN, Ain <br /> - 7 2x6 SUBFLOOR w Phone: (541)850-6300 <br /> : ySTRAP PER PLAN 8d TOENAIL @ 4 O.C., _rI �'SHEARWALL SCHD. �� = PER PLAN z Fax: (541) 850-6233 <br /> `�::'�- <br /> STRAP PER PLAN i& Mill U.N.O ON S.W. SCHED. -t F.5 info@structure1.com <br /> VERSA-RIM, TYP. ► i ----• _ �i !� !� <br /> __ ��� z Medford Office <br /> 8d @ 6 O.C., EN, TYP., �I ' a F- edf Mason Way <br /> UON ON SHEARWALL SCHD. 'I'JOIST W/STIFF - �■ r Medford OR <br /> PER MFR TRUSS PER PLAN �■ 97501 <br /> TOP PLATES " TJI PER PLAN TJI PER PLAN �� cn <br /> r M� z Phone: (541)858-8500 <br /> SPLICE PER SCHED FLOOR JOIST PER PLAN SHEATHING PER �� Y fi Fax: (541)776-4663 <br /> WALL E.N. PER S.W. SCHED., ,/ misim <br /> SW SCHEDULE miii ° 41 infomd@structure1.com <br /> MIN. 8d @ 6"O.C. GLUELAM BEAM PER PLAN 2- 16d @ 4"O.C. TJI JOIST <br /> O RIM JOIST it PER PLAN o <br /> O <br /> A WALL SHEATHING <br /> PER S.W. SCHED. SIMPSON A35 @ 48"0.C., BEAM PER o Licensed in <br /> TYPICAL EXTERIOR WALL U.N.O ON S.W. SCHED. <br /> c <br /> JOIST CONNECTION PLAN c 45 States! <br /> 0 AT SECOND STORY DETAILS SHEARWALL DETAIL AT FLOOR TO GLUELAM BEAMWALL BEAM CONNECTION w 413) z Construction Types: <br /> NTS NTS © N.T.S. 4 NTS w Light Gauge Steel, Straw Bales, <br /> Bamboo, Log, Timber/Wood, <br /> Fa' Structural Insulated Panels/SIPS, <br /> 3 Masonry, Steel, Concrete, <br /> Modular homes/Factory Built <br /> Housing (FBh ), ICF, Shipping <br /> M <br /> Containers, and many morel <br /> PER PLAN Commercial or Residential. <br /> MULTIPLE STUDS OR And Green/Sustainable! <br /> `111111‘pt <br /> iPOST ABOVE PER PLAN <br /> SHEATHING PER PLAN REN-8d 0 4" O.C., TYP. 1 -� <br /> UON ON PLANS AND SGN ,,ll I Project:3PROVIDE SOLID BLOCKING —�/�— <br /> RAFTER JOIST PER PLAN4-16d ® JST LAP ,ln�� FOR FULL BEARING UNDER <br /> ,,v <br /> , ': ______Th ,":, <br /> Jason & Lindsay FULL HIEGHT STUDS OR POSTS PER y <br /> �� TOP PLATES MULTIPLE STUDS OR POSTS PLAN. OTHERWISE SEE TABLE BELOW a. <br /> ABOVE, TYP. <br /> ���"��� IMpsoN A9 E5 Laigo Remodel <br /> 2 - 16d SIMPSON LUS412 2 - 16d FOR EACH 4" x <br /> DEPTH OF HEADER, FULL <br /> �'.��qr��II <br /> � C�9 4" O.C. 04" 1p�lN11� BLOCKING ABOVE HEADER�� HEIGHT STUD TO HEADER, TYP. zH2.5 AT EACH �i =� 4 - 16d ( 8RINGER '��2X12 MIN. <br /> WITH 2 - 16d 0 12" O.C. — BEARING STUDS OR POST PER r <br /> JOIST,TYP. ® WALL, TYP. -- -- PLAN. OTHERWISE SEE TABLE BELOW o Address <br /> WEN-8d ® 4 O.C., TYP. TOP PLATES /ram HEADER PER PLAN, OTHERWISE 2 - 16d ® 12" O.C., TYP. a 2216 Chestnut St, <br /> UON ON SW SCHED. (2)SIMPSON A23 "� Everett, WA 98201 <br /> SPLICE PER SCHED USE A24 @ CONCRETE —SEE TABLE BELOW a <br /> 2-16d (4 TOTAL) o <br /> TYP. —2x FOR <br /> FORENING UP TO OPENINGS UP TO010'-0" NOTE: x Owner / Client: <br /> TYPICAL INTERIOR LOAD B E A R I \ GAT CONTRACTORS OPTION MA OPINING HEADER BEARING FULL HEIGHT 3 <br /> 0 WALL CONNECTION DETAILS 6 STAIR STRINGER DETAIL SILL PLATE _ _ _ _ _ _ ......... MARK (SPAN) COMBINATION SIZE STUDS STUDS z <br /> RMT/VERSA-LAM OR y <br /> NTS NTS .... 71— IT- -- GLULAM CAN SUBSITUTE H1 PLAN DF-L#2 4x8 ONE ONE PER W Mallory <br /> I I I I FOR ANY SP #2 SOLID LUMBER PER c) Contracting <br /> REFER TO TYPICAL/`SILL PLATES AND STUDS AT ANY WINDOWS I WITH EQUAL CROSS SECTION H2 PLAN DF-L#2 4X10 TWO ONE Ili <br /> SHEARWALL DETAILS FOR BLOCKING AT PANEL EDGES PER POST PER <br /> SILL PLATE FASTNERS H3 PLAN DF-L#2 6X12 PLAN TWO /'�2 ,‘ >,,, <br /> b <br /> HEADER SCHEDULE AND TYPICAL DETAILS ,� . :2- <br /> .,,,,. -- <br /> Q N.T.S. ,� �'•;; <br /> w <br /> w� <br /> 4. <br /> 11 <br /> rz , , i41, 33 <br /> z . iCt�'��.tt fli <br /> ,w ��O'►n'X,t��"e LL <br /> SHEATHING PER PLAN ! br,rrs; p y 20';;,''; // sip AN%WWII�I,a. z i <br /> U <br /> a. o <br /> ...,.i•ii II 0.._.0 4 0 kil <br /> pg1415.. <br /> O11.► _� 0.a�� II JOISTS PER PLAw SIMPSON HANGER <br /> PER PLAN G R GLUELAM BEAM PER PLAN <br /> c=a <br /> U <br /> J , <br /> reA 0 O <br /> OSIMPSON STRONG TIE CC66 : HUC HANGER JOIST CONNECTION o Lli N E <br /> O <br /> TO GLUELAM BEAM Z <br /> TYPICAL POST CAP DETAILS AT BEAM LOCATIONS, UON O N.T.S. o � �N <br /> 8 NTS a <br /> rI <br /> 0 <br /> w <br /> z CC <br /> a <br /> z <br /> d <br /> CA DRAWN BY: N.P. <br /> - DS. BY: N.P. <br /> z CHK BY: N.T. <br /> 0 <br /> ELL,' DATE: 06-19-19 <br /> 1 TITLE: <br /> z UPPER FLOOR & <br /> v) LOWER ROOF <br /> DETAILS <br /> w <br /> c' PAGE NO: <br /> 0 <br /> z <br /> • <br /> !,,, <br /> w <br /> CITY OF EVERETT , <br /> REVIEWED FOR PERMIT o PROJECT #: <br /> F Mallory Contractinc ., <br /> 219-1 <br /> Structural details for this project are for illustration only. They are not drawn to scale unless noted otherwise. Contractor must verify all dimensions before fabrication or construction. Do not scale drawings. <br /> naga.medikonda 5/13/2019 10:33 AM 2019-05-13 MC 219-1.dwg <br />