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<br /> DOUBLE STUD OR HOLDOWN POST© HOLDOWN LOCATIONS =_____
<br /> REFER TO DETAIL 4/S2 FOR NAILING =__-- '=____
<br /> ASD WALL FOUNDATION PLATE AT ROOF OR NOTES: MIN LENGTH (WIDTH) OF SHEAR WALL (FT) PER PLAN STRUCTURAL SHEATHING PER PLAN
<br /> CAPACITY (plf) SHEATHING ANCHOR BOLTS BOTTOM PLATE FLOOR, HOLDOWN ANCHOR BOLT EMBED EDGES(in. min.) MIN. STEMWALL CAPACITY
<br /> *Co1) WOOD STRUCTURAL PANEL MARK SIMPSON STRAP STUDS/POST NOTES PROVIDE SHEATHING ABOVE&
<br /> Co MARK EDGE NAILING (AB) SHEAR NAILING BLOCKING TO SHEATHING © BRACKET (f�=2500 psi min) LENGTH CORNER END EDGE WIDTH (lbs.)ASD r� PSE
<br /> (1) WALL TOP\SILL BELOW OPENINGS,TYP.
<br /> WIND SEISMIC (EN) (SN) PLATE (2) THIS SHEARWALL SCHEDULE SHALL SUPERCEDE ANY CONFLICTING CALLS J�___,____!___ _ � Consulting
<br /> (7) ON TYPICAL DETAILS.
<br /> NOTUSED ---- -----"_ ---- ---:-,•-=:=--- - a. \ ------------
<br /> NAILING AT INTERMEDIATE SUPPORTS (FIELD NAILING) SHALL BE SAME ' 11 —Tl , Engineers, Inc.
<br /> 1260 900 NW NOT USED (3) PENNY AS EDGE NAILS SPACED 0 6" O.C. • I HEADER PER PLAN ,
<br />' -- (5) (4) REFER TO TYPICAL DETAILS 3 THROUGH 7 THIS SHEET. 2-2x STUDS wrww.structure1.com
<br /> TWO ROWS LS90 010" 7 " 8d @ 6"O.C. E.N. UON ON k- � ----- --- Klamath Falls Office
<br /> 4" /16 APA PLYWOOD HDU5-SDS2.5 SB%x24 18" OR 4Ya" 4Y4" 1%4' 6" 5,790 I + cJ
<br /> 980 700 15IP* 8d 0 5/8" DIAM. ® 20" 16d 0 4" O.C. BOTH SIDES (5) FOR WALL TYPES I AND 2: - - S.W. SCHD.,TYP. • z 250 Main
<br /> STAGGERED a. SILL PLATE SHALL BE 3x (27�") PT LUMBER 1 -4x POST I + Klamath Falls, Oregon
<br /> b. AT ADJACENT PANEL EDGES, STUDS SHALL BE 3" THICK g 97601
<br /> 930 665 • II NOT USED OR TWO STUDS NAILED WITH 2-16D 0 6" O.C. VERTICALLY 3-2x STUDS • • iiiI OPENING + • Phone: (541) 850-6300
<br /> HDU8-SDS2.5 SBT/Bx24 18" OR 4Ya" 4Y4" 1/4' 8" 7,855 6 (6) FOR WALL TYPE 3, 4, AND 5: - - 8d @ 10"O.C. PER PLAN , Fax: (541) 850-6233
<br /> ( ) / 8d ® 4" O.C. 7 a. AT ADJACENT PANEL EDGES, STUDS SHALL BE 3" THICK OR 1 -6x POST F.N.,TYP • • I ( o - w info@structure1.com
<br /> 630 450 ®t, 8d 0 3" 5 8" DIAM. 0 24" 16d 0 3 TOENAILS & A35 /16 APA PLYWOOD TWO STUDS NAILED WITH 2-16D ® s" O.C. VERTICALLY
<br /> STAGGERED ® 15" o.c. ONE SIDE (7) MINIMUM AMOUNT OF STUDS SHALL BE 2x6 0 16" O.C. 3-2x STUDS sz Medford Office
<br /> (6) FOR EXTERIOR WALLS, 2x4 0 16" O.C. FOR INTERIOR HDU11-SDS2.5 SB1x24 24" OR 5" 5 1/4 8" - 8,315 • • I • + •
<br /> F 836 Mason Way
<br /> 490 350 im. NOT USED WALLS, UNLESS NOTED OTHERWISE ON PLANS. 1 -6x POST HOLDOWN
<br /> (8) ANCHOR BOLTS SHALL BE CENTERED IN PLATE AND BETWEEN 7" AND 12" PER PLAN STUDS FIEll PLAN, + Medford OR. 97501
<br /> 2-2x STUDS USE MAX. I I o Phone: (541)858-8500
<br /> 6" 16d 0 6" 8d 0 4" O.C. 7/6" APA PLYWOOD FROM SILL PLATE ENDS, WITH 3" x 3" x 0.229" STEEL PLATE WASHER. MST48 N/A N/A OR N/A N/A N/A N/A NAILING PER 3,960 PI
<br /> + Fax: (541)776-4663
<br /> 335 240 Ell* 8d ® 5/8" DIAM. ® 48 TOENAILS & A35 PROVIDE TWO AB'S PER PIECE OF SILL PLATE, MIN. EMBEDMENT SHALL BE 7" -STAGGERED o 3o" o.c. ONE SIDE 1 -4x POST MNFR. + infomd@structure1.com
<br /> INTO CONCRETE AND MASONRY, MINIMUM SPACING SHALL BE PER THIS •
<br /> ®* SCHEDULE BUT NOT MORE THAN 48" O.C. THE PLATE WASHER SHALL EXTEND 40.C.
<br /> o
<br /> 2-2x STUDS USE MAX. _ r -„•••_�_ , _ _1__--r___ -r-_Y—,- T
<br /> NOT USED TO WITHIN h" OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. .---�---, --r-- r---,-- ---- -- -
<br /> (9) SILL PLATE SHALL BE 2x PT LUMBER MINIMUM. - MSTC66B3 N/A N/A OR N/A N/A N/A N/A NAILING PER 4,440 L ` ` o Licensed in
<br /> (10) WALLS SHALL BE BLOCKED. ALL SHEATHING EDGES 1 -4x POST MNFR. 1. AT CONCRETE STEM WALL OR CONCRETE
<br /> 1111ENOT USED SHALL OVERLAP AND BE NAILED TO A 2X MEMBER. E.N., UON ON SLAB "0 ANCHOR BOLTS ® 48"O.C., UON ON 48 States!
<br /> (11) ALL NAILS SHALL BE COMMON PENNYWEIGHT. NOTE: IT MAY BE NECESSARY TO THICKEN THE FOOTING BELOW SOME ANCHORS TO PROVIDE REQ. EMBED LENGTH AND CLEAR SPACING. SHEARWALL SCHD.,TYP. S.W. SCHD.
<br /> TYPICAL SHEAR WALL ELEVATION®UONUON ON S.W. SCHD z construction Types:
<br /> HOLDOWN SCHEDULE © Scale: N.T.S.
<br /> , w Light Gauge Steel, Straw Dales,
<br /> WOOD SHEARWALL SCHEDULE O Scale: N/A Bamboo, Log, Timber/Wood,
<br /> O Scale:N/A Structural Insulated Panels/51Ps,
<br /> 4'—O" MIN LAP BETWEEN 3 Masonry, Steel, Concrete,
<br /> UPPER & LOWER PLATES w Modular Homes/Factory Built
<br /> NOTE 0 NOTE 2 " ' " i ' F- ContainHousiners,and,many more Shirring
<br /> SN-16d ON SW SCHED.TYP. N N N N Commercial or Residential.
<br /> SHEAR PANEL SPLICE FEN, REN OR BN NOTE 3 STRUCTURAL SHEATHINGUON ON 0PER PLAN BEAM OR OTHER 11111 " fYP PER PLAN TYP. (NUMB/ BOLTS FER OF z- And Green/Sustainablel
<br /> 1r� PANEL POST, WEN-8d ® 4 O.C.,
<br /> NOTE�2ITEM INTERRUPTING TOP PLATESUON ON SCHED. " EACH LAP) Project:
<br /> N •�, c,i STAGGER SHEAR NAILS BY I" r, NOTEO NOTE03 ,'; 16d ® 4 O.C., TYP. ��Y��������������Y�r` 2x SHEAR MEMBER A EN OR BN PER PLAN cio,r = i WEN-8d 0 4" 0.C. TYP. ' nom�mm���rmo������omm�� L4
<br /> NAILS PER SHEAR WALL N �1 ONE EACH SIDE o' v q /r UON ON SW rSCHED. Jason & Lindsay
<br /> SCHEDULE II
<br /> STUD OR JOIST FRAMING _ WAPLATES TWO ST6224 — , y rts.=.....77 iJ, r
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<br /> �f -: � Largo Remodel
<br /> �I // ,, 2it !:_ ' i, �' " w/r ° VI "� WEN-8d ® 4 /�" JOINTS IN PLATES TO BE x! =rat /2 " o ''� OC., TYP. UON E•NOTE Q1 — CLEARANCES PER PANEL MFR, 1/8 MINIMUM - "'---- ? o I�� CENTERED OVER STUDS o
<br /> i ' �2NOTE Q2 — 1/2" MIN PANEL EDGE DISTANCE °, �l° y " OR MULLIONS
<br /> 3/8" -mini IN WEN
<br /> , UO® 4 O.C.,
<br /> NOTE Q3 — MN LUMBER EDGE DISTANCE Wit MINNO
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<br /> HOEDOWN BRACKET 'N' ce
<br /> i - MI - °rut MARK NUMBER CONNECTOR o Address
<br /> TYPICAL SHEAR NAILING JOIST FRA NG ; ) w 2216 Chestnut St,
<br /> 4 Scale: N.T.S. a b :� MINIMUM 20 16d_TYPICAL WO0D STRUCTURE ®AT WALL INTERSECTION C N B — 16d oEverett, WA 98201
<br /> (DAT w
<br /> PANEL \ AILING FOR WALL, TOP PLATE REINFORCEN ENT = Owner / Client:
<br /> FLOOR A\ D ROOF, UON AT DISCONTI\ UITIES TYPICAL SHEARWALL INTERSECTIONS TYPICAL TOP PLATE
<br /> ©Scale: N.T.S. 6 Scale: N.T.S. WITH HOLD DOWNS Q SPLICE DETAILS UON z
<br /> SEE PLAN
<br /> O Scale: N.T.S. v Scale: N.T.S. W Mallory
<br /> FOR FRAMING ;_,1\\\�\\1 Contracting
<br /> TOP FLANGE 2-16d @ 6" M
<br /> 3" = - wMIN.2-2xOR4x MIN.2-2xOR4x II mI PROVIDE 8d ® 4" O.C.JOIST HANGER 2X BLOCKING O.C. EACH SIDE,
<br /> 4PERFOOTTOTAL '• END 1-s" F, A TYP TYP / '°• '°' LENGTH MIN. MST48 NAILING ,SHEATHING TO POST O �, 2
<br /> J '
<br /> SOLID BLKG '•' f/ /����OOP/
<br /> •0 ;; .▪ . LENGTHSTRAP, SOLID BLOCKINGN �,� $II'll� pTYP. BETWEEN POSTS. th
<br /> \,I /, ++ I /� FULL LENGTH �� �� , . 33 NAILS •▪ . 33 NAILS ` c �,_ — OF JOISTS, TYP. •o START NAILS • • f MIN. LENGTH 21 START NAILS • • MIN. LENGTH 21 II �, ¢ 41,0%8.46' "', '$�� - FOR BCI JOIST m 1 Yi' UP FROM :°: 1 Y"UP FROM :°: / SILL PLATE, IF ANY U �`�[ ��� DOUBLE JOISTS. I dt' ir/..
<br /> END OF STUD ' • END OF STUD ;; /I rg .
<br /> /�') O • •
<br /> FLOOR SHEATHING
<br /> II �� MATCH FLOOR vt �� .. , ;� :: . . \/�
<br /> JOISTS OR STUD OR POST PER PLAN. /�`
<br /> OPEN �;+��� 2-1sd r , , " , � I� s2 „ :: :: �� �..►�� 41, 33
<br /> II II/r ROOF RAFTERS sT - @ 6"O.C. r 2"MINIMUM NO NAILS \� CLEAR --- 'c 4'� ,, .
<br /> p �Misier:W•
<br /> : ;,,, I °. REQUIRED SPAN IRE JOIST oR BLKG C3
<br /> 1 I 1 MI IMUM SIDECOVER ; • �- A I PER PLAN z .0,4 I �" ''[r���' FOR SOLID LUMBER JOIST NAIL ENDS �� �• •� NON ILS w AL.— : _,._r_:� -- S E PLANS FOR ., ••• ' ---- --
<br /> „..,,, , P:
<br /> -- REQUIRED co/ �,t>,� �� ijSTRUCTURALDISTANCE ; FACE NAILS • • ✓_ II exr,r,l ' O D 2I
<br /> I ��� SHEATHING. SECTION • •I ;; ;; it ��ls 5- 16d, BOTTOM PLATE F- 2� 2
<br /> g I) OBSD SIMPSON STRONG-TIE ri ' ' ' • �/ TO POST FACE NAIL 5'
<br /> OA NOT USED OB HTT-INSTALLATION Q ABE ROUGH O SIMPSON STRONG TIE CBSQ • • ;; FACE NAILS ' �I 1'4" ' Z
<br /> A35, TWO JOIST SPACING, MAX 1 • �- \/ 'I MIN.
<br /> �\ DBL TOP PLATE
<br /> C IONS S NSIDE ALES BASE CONNECTIONS FOR COLUMNS RIM JOIST ,, �/ END w a
<br /> FLOOR OR ROOF BASE CONNE T FOR COLUMN I W IN THE CRAWLSPACE OR AT PORCHES BEAM �� LENGTH II ''
<br /> ' r 5- 16d,TOP PLATE TO G-
<br /> 0 P E N I \ G DETAIL, UON ' . - I BEAM Provide minimum 1 POST, FACE NAIL 0
<br /> POST BASE CONNECTION DETAILS end distance
<br /> ©Scale: N.T.S. 1 O r• 2�A" \� �� w
<br /> Scale: N.T.S. 1••-�- i MSTC66B3 INSTALLATION Equal number of c,
<br /> �+s- BOTTOM NAILS WITH RIM JOIST specified nails in a
<br /> MSTC48B3 2%"PRE-BENT each end ELEVATION w
<br /> MSTC66B3 INSTALLATION ISOMETRIC VIEW OB SIMPSON MST STRAP c
<br /> uS
<br /> WITH NO RIM JOIST J
<br /> HOLD DOWN STRAP TO BEAU DETAIL HOLD DOWN DETAIL BETWEEN FLOORS 0
<br /> w W0
<br /> 1 1 NTS NTS z N E2
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<br /> Z N
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<br /> � z 0 5
<br /> 5-16d 1-A35 z a_ o: a
<br /> IX
<br /> Id ,� THICKNESS/2 #5 ® 12" O.C. v VERTICAL BARS PER D wo
<br /> BEAM PER PLAN = a REINFORCEMENT DETAIL : HORIZONTAL BARS PER
<br /> // opp.:12:;N:N.:
<br /> MST A30 STRAP BEYOND 2-6 AND PLANREINFORCEMENT DETAIL
<br /> 10 Iiiii �' �\� // �_ o AND PLAN
<br /> �• �;; . 5-16d
<br /> A
<br /> • ►‘� e 2-A35 11 �\ e e %\\\�\\. . . .
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<br /> ��I \`` ��� 90DEG.CORNERBARS DRAWN BY: N.P.
<br /> LAP BARS MIN.40 BAR
<br /> e .• ..
<br /> e Ho ° °! �� ��� �+- SAW CUT WITHIN 8 HOURS DIAMETERS a ; P • • > , •• ,p D S. BY: N.P.
<br /> •
<br /> ° WALL REINFORCING
<br /> ' iv PER PLANOF PLACING AND FILL WITH r�°' R wo ° ' _ e, SLAB PER PLAN o, s CHK BY: N.T.
<br /> o2 A35 ell1110111111111111.1111.11 FLEXIBLE JOINT FILL o • Ca
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<br /> III
<br /> 1-A35 �,. d \ • °' Q DATE: 06-19-19
<br /> R TITLE:
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<br /> TWO SIMPSON A23 ANGLE '. I\ •�•:++.�+4V44 +4..�.;;04..�. z TYPICAL DETAILS
<br /> O • ° �e����oi��������•
<br /> • o v 1�i��.". '43. a'• E
<br /> SIMPSON A23 ANGLE AT COLUMN PER PLAN 00 w 6 MIL VAPOR �o.O1°�oiv�'�° O1ese4.4.•�!o COMPACTED SOIL 1 .
<br /> POST OR MULTIPLE STUDS PER PLAN g z m
<br /> w
<br /> A m y BARRIER,TYP. m • � n PAGE NO:
<br /> POSTS BETWEEN FLOORS I \ SIDE WALL TERIVI \ ATI \ G POST INSIDE WALLWALL CORNER c
<br /> (IDNTS ( 14 , OicBEAv
<br /> SUPPORT DETAIL .� , :
<br /> NTS
<br /> NTs 16REINFORCEMENT, TYPICAL TYPICAL SLAB CONTROL JOINT
<br /> Scale: N.T.S. Q Scale: N.T.S. (DoTYPICAL 'TEE' WALL DETAIL 64
<br /> Scale: NTS N
<br /> w
<br /> CITY OF EVERETT
<br /> REVIEWED FOR PERMIT ° PROJECT #:
<br /> 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
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