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RUN HOLDOWNS TO � o „�-� 24 PRwECTa
:I TIE-DOWNSNEARWALL BASEMENT FLOOR . - SCALE
NOT fO SG/+LE
ISSUE DATE.
FLOOR REFERENCE : LEVEL 1 - FOUNDATION AND FRAMING PLAN PAGE REFERENCE : S2f 1a'1'p19
.02 CRAC;11oY
TANI
MiTek Z4 GENERIC SUBMITTAL STRUCTURAL DRAWING DATE : 08/05/2019 CMECKEDOY LPdt,R
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REFER TO SHEETS Z4-01 THROUGH Z4-03 FOR DETAILS AND ELEVATIONS St,E£,TDLP
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XXXX TIE-DOWN TYPE
U PnoJCcra
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•__ o7 TIE-DOWN SHEARWALL SCALE
IIOT TO SCALL
iSSUC DATE.
FLOOR REFERENCE : LEVEL 2 FLOOR FRAMING PLAN _ PAGE REFERENCE : S2 .03 DRA17N°Y '°"12019
MiTek Z4 GENERIC SUBMITTAL STRUCTURAL DRAWING DATE : 08/05/2019 CHECKEDOY TMl
L PIAY
REFER TO SHEETS Z4-01 THROUGH Z4-03 FOR DETAILS AND ELEVATIONS SHIET :
PERTAINING TO THE Z4 TIE DOWN SYSTEM . TDLP
02
SCOPE OF WORK SIGHT HOLE -- ct V O
1, WHEN APPLICABLE: Z4 TIE-DOWN SYSTEM LAYOUT PLANS ARE PROVIDED TO L ' - O O
COORDINATE THE RUN-TYPE NAMES INDICATED ON SHEETCNX PER PLAN S)Z4.02 TO Z4-03 1 i WSJ cp
WITH THE CORRESPONDING RUN-TYPE NAMES INDICATED ON THE STRUCTURAL HS COUPLER NUT HS COUPLER i BrW PER PLAN DO
DOCUMENTS. SEE ATTACHED SHEETS. NUT REDUCER N
2. Z4 TIE-DOWN SYSTEM PROVIDED STARTS FROM THE COUPLER AT THE TOP OF P61IN WALL BEARING PLATE WASHER(BPW)DIIJENSIONSIIN) CI3
l T14ICKNESS SIGHT HOLE - FLOOR FRAMING DY OTI IERS ! v '
THE EMBEDDED ANCHOR AND ABOVE. UNLESS NOTED OTHERWISE. 0 ( 1 O W DESIGNATION w L T HOLE DIA V
3. BUILDING CODE: 2014 OSSC BPW5 (BROW.N1 3 3 14 15116 J ` y
Ln
4. JURISDICTION: CITY OF TIGARD - BLOCKING PER DETAIL 9
BPW-G IRE01 3114 33!tl 1 316 19616 -
N
S. FIRE TREATED LUMBER (FTL)NOT REQUIRED C
BPW-7 (YELLOW) 3 174 4 318 I 12 1 9116 MS COUPLER NUT LIS COUPLER LL
6. THESE SHEETS 24.01 THROUGH Z4-03 REPLACE ORIGINAL HOLD DOWN SYSTEM O`
1 I NUT R6000EH C
SPECIFIED ON SHEET(S) S11.01EN) 3 1
-Ot OF THE STRUCTURAL DOCUMENTS DATED I , evw-9 (GRE14 5 516 19116 L AT PLUMB OF ANCHOR BELOW O
--
08/05/2019 WITH THE Z4 TIE-DOWN SYSTEM DESCRIBED BELOW. i - OPW.II - (BLUE) 3 1/4 5 7i 3.4 19!16 SIGHT HOLE • > O O
SYSTEM DESCRIPTION ROC)PER Z4 ELEVATION �_ BPWAS (BLACK) 3 114 7 PIT 718 19116 }O M
BPW-10 (WRITE) 3 1W 101/4 911
: 1 114 1 6 `
MiTek ZONE FOUR Z4 IS A CONTINUOUS ROD TIE-DOWN SYSTEM USED IN WOOD Brw 1s (ORANGE) 3 12 11 3:4 , 12 1 A•16 � Q (� CD
( ) I I STD COUPLER NUT STDCOUPLER14UT
FRAMED SHEAR WALLS CONSISTING OF CINCH NUT(CNX) DEVICES,Z4 STEEL ROD
CNX BOTTOM __*-- CNX BODY BPw-30 (LIGHTGRAY) 3 12 14 1 S4 1 9/16 REDUCER
TT_
POSTS PER ELEVATIONS � N
(ATR ANDlOR Z-ROD),AND STEEL BEARING PLATES. THE SYSTEM WILL RESIST ��� �r BPW-17.6 (LIGHT BLUE) 5 51:8 SM 1 WIG -*1�- -)3�- �r ' r
I I BPI•/PER PUN
SHEAR WALL UPLIFT WHILE COMPENSATING FOR SETTLEMENT. SHRINKAGE,AND I I I I - ATR Y
OFryV•27.6 (TAN) .+ 9 1 18!16 Imm
COMPRESSION LOADING BY THE CONTINUAL DOWNWARD ACTUATION OF THE CNX c7 �) T S+GHT HOLE OG' BPW-3a6 (GRAY) 5 12 1 1 2 1 WIG
DEVICES AS RECOGNIZED IN LA CITY FIR 25623 AND ICC(ESR 2190) REPORTS, jj -- M)�� BPVJ-136 (PURPLE) 5 1J 13)4 19!16 CPL N
SILL PLATE- OVERSIZE ROD BOLE-ROD DIA.
BPV445-6 (PIIJK) 5 15 1 718 1 9/16 Fv R�
GENERAL NOTES V4•LAG SCREW, TYP / i ' A014 _ !_� 1rz IAnx s' <�
1. CINCH NUT(CNX)- SEE DETAIL 1 ` + I ` THREAD OD IN �TG l N 6vi F `
A. THE Z4 CINCH NUT 15 A SHRINKAGE COMPENSATION DEVICE THAT CONNECTS THE I I NOTE. I IALF WAY FROM FULLY SEAT LARGE DIA.ROD FIRST.FULLY r G l N 6 �,•
1 SEE DETAIL I FOR BPVV DIMENSION DEFINITIONS. o
WOOD FRAMING TO THE Z4 ROD TIE-DOWN SYSTEM. WHEN THE WOOD FRAMING EACH SIDE.VISIBLE SEAT SMALL DIA ROD SECOND. SO tt AB PER PLAN 4r /
SHRINKS OR SETTLES,THE CINCH NUT RATCHETS DOWN THE THREADS OF THE Z4 ROD THROUGH SITE HOLE COUPLER CANNOT TURN 1 1 a QJ 84661 L�
SYSTEM TO PROVIDE PERPETUAL SHRINKAGE COMPENSATION. - WOOD PLATE PER PLAN NOTES
ROD PER Z4 ELEVATIONS =/ 1. ALL ROD SHALL FULLY ENGAGE COUPLERS NOTE_ 1-� OREGON
B. CINCH NUT IS IN COMPLIANCE WITH IBC 2009, 2012, CBC 2010. 2013. 2016. LABC 2011. \ 1 0 4�
2. USE SIGHT HOLES TO ENSURE PROPER INSTALLATION. A 2'MAXOJULI ROO OFFSET FOR EACH TCO'CF ROD HEIGHT IS PERMITTED. \g y
REPORT COLA RR 25623 7. TESTING OF THE
REPORT ESR. UE WITH ICC-ES AC316.RESEARCH ,� ✓ {I'1\RCS
C. CINCH NUTS USED IN THE CONTINUOUS TIE DOWN SYSTEM ATTACH TO THE WOOD WITH 1 CINCH NUT (CNX) INSTALLATION 2 BEARING PLATE WASHER (BPW) DIMENSIONS 3 COUPLING NUT & DESCRIPTIONS 4 ALLOWABLE ROD OFFSET SSE E i re,
(2)%'LAG SCREWS WITH MINIMUM WOOD PENETRATION OF T-,
EXPIRES 30 JUNO 2021
2. BEARING PLATE WASHER(BHEAVIEST LOADED HOLD-0OWN RUN(SEE Z4 3x FLAT 10.31!201 9
(BPM) -SEE DETAIL 2 (1)6x4 (1)6x4 -` _ r (3)2K4 (-ELEVATIONS FOR COMPRESSION POSTS) \ 3K STUDS
A. Z4 BEARING PLATE WASHERS MAY BE PAINTED DIFFERENT COLORS TO VISUALLY (/ EN 2 -
DIFFERENTIATE LOAD CAPACITIES AND IMPROVE INSTALLATION ACCURACY. _ ROD PER Z4 ELEVATIONS- -EN(B) PER EORS _
D. ZJ BEARING PLATE WASHERS ARE MANUFACTURED INITH ASTM A36 STEEL AND ARE / I I / \ r EN(B) ` I PLAN AND USP WS WOOD SCREW \ EN 2 USP WS WOOD SCR EIV
REQUIRED TO BE INSTALLED TIGHT AGAINST THE WOOD TOP PLATE MEMBER I Q I /�.� �� EN(Al- ` SCHEDULE
I 1 T P W's b
USy
3. COUPLING NUT- SEE DETAIL 3 WOOD
FULL HT. %- - - -�-GAP SPACING
A. SIGHT HOLES ARE INCLUDED WITH ALL Z4 COUPLER NUTS. SCREW
-
D. COUPLER REDUCING NUTS MAY BE REQUIRED AT FOUNDATION OR FLOOR TO FLOOR / COMPRESSION •EN(B)EXAMPLE FULL HEIGHT
CONNECTIONS. POST COMPRESSION POST LAYOUT EN(A) l \ E (AI PER EOR'S
- IJ , / \
C. REDUCING COUPLERS SHOULD HAVE THE LARGER DIAMETER ROD FULLY SEATED PER EOR'S PLAN AND EN(A)-/'
A)� r EN(A)
PLAN AND - 3x SCHEDULE
FIRST. BEFORE TIGHTENING THE SMALLER ROD BRIDGE EN 15)J -'EN(BI
D. STANDARD(STDI COUPLERS CONFORM TO ASTM A-563 GRADE A, SAE GRADE 2. � = COMPRESSION (1)4x4 (1) 2x4 SCHEDULE
E. MIO STRENGTH IMS)COUPLERS CONFORM TO ASTM A-563 GRADE B OR SAE GRADE 5 ! POST (1)2x4 ^(1) 4x4 .,,. EXTERIOR COMMON CORNER
AND ARE DIFFERENTIATED WITH A SINGLE"SAW CUT"NARKING AS INDICATED IN DETAIL
3CO
HEAVIEST LOADED TIE-DOYJN RUN(SEE Z4 i\ �\ -RDD PER Z4 ELEVATIONS /1
F HIGH STRENGTH(HS)COUPLERS CONFORM TO ASTM A•563 GRADE OH,ASTM Al94-2H. T---- I _, " �// ` V
OR SAE GRADES AND ARE DIFFERENTIATED WITH A DOUBLE 'SAW CUT'MARKING AS i i =BPW .'•`• I I ELEVATION FOR COMPRESSION POSTS) EN(BI- -'EN(Ol
ATR-AX] PER EOR'S N
INDICATED IN DETAIL 3. \ EN t .� PER EOR'S PLAN AND
L..-J
G CONTRACTOR TO VERIFY COUPLERS ARE THREADED HALF WAY INTO COUPLER FROM EN 1 r" PLAN AND SCHEDULE
EACH SIDE. f- - - -(-GAP SPACING SCHEDULE O r^
H. SIGHT HOLES ARE PROVIDED TO ENSURE PROPER INSTALLATION DURING INSPECTION. EXAMPLE BRIDGE COMPRESSION �� y� NTERSECTION ( J
POST LAYOUT WITH BRIDGE WOODS IF PLnvooDTIRS
4. THREADED ROD -SEE DETAIL 4 8 G NOTES SCREW 'IF PLYWOOD THIS SIDE OF WALL O •�
A Z4 USES STANDARD GRADE AND HIGH STRENGTH Z-ROD ANDiOR ALL THREAD ROD 1 EXAMPLES SHCNTJ FOR 4'WALL FFV I,IWG U MALL FRAMING AND LARGER 15 SIPA LAR EN I SIDE OF WALL Q
(ATR). STANDARD GRADE ROD CONFORMS WITH ASTrA A36. HIGH STRENGTH ROD E142 -'FN 2 j UPS WS SCREW CONNECTION TABLE
PER EOR'S UPS WS SCREW CONNECTION TABLE
CON FORI.IS WITH ASTM Al 93-197 AND IS IDENTIFIED BY RED PAINT ON THE ENDS AND 2 COMPRESSIOII POSTS SHOWN ARE THE MINIMAL nECUIZEr.1ENr TO EQUAL THE UPLIFT TENSION FORCES USP WS
CENTER WITH A STAMP LOCATED EITHER AT THE ENDS OR THE CENTER OF THE ROD. CALLED OUT BY THE STRUCTURAL CRAYdNGS ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED PLAN AND L, -3x USP WS PLYWOOD E112 NAILING 1;4'X 4 t2.OR EOUAL O O
BY STRUCTURAL ENGINEER OF RECORD APPLIES TOALL HOLDOWN RUNS SCHEDULE PLYWOOD EN2 NAILING 114•X 4 I,T OR EQUAL IPER EOR-S SCHEDULE) pLYLY00D PLYN'000
B. ZJ USES UNIFORM)NATIONAL COURSE(UNC)THREADS FOR THE ROD. 1___ _ __ NOTE: (PER EOR'S SCHEDULE)
PLYWOOD rIVWOOD 1 SIDE 2 SIDES Lu
Q
C THREADED ROD INSTALLATION AT BOTTOM PLATE AND FLOOR FRAMING SHOULD USE 3 COMPRESSION POSTS MUST BELOCATEDWITH THE BEARING20NE AS SHDL:74III CETAILS9A 12 t SIDE 2 SIDES - JQ
OVERSIZE HOLES PER DETAIL 4 8 9. HOLES IN THE FLOOR FRAMING THAT ARE NOT IST L 2ND LEVELS SHOWN 8d OR IGd IZ 4'O.C. 10.O.C. S'O.C. v
1. is I:• (SLEZJELEVATIDI,SFO4 Bd OR 10d,l 4.0 C. 10'O.C. SOC 8d OR 10d
4 LOCATED
FULL N HE IT AR14GSHFARWALL FRAMING CAI BE USED A5 COAIPR ESSIOII POSTS PROVIDED THEY ARE - LZ 3'O.C. TOC 3 12'O C. r n
OVERSIZED CAN BIND AND BBV!THE ROD AS THE BUILDING SETTLES. < < AIR ArN .rl: CGrNF,tSSCn ao515, 84 OR 10d; TO.0 7.00. ]12'O.C. v
D MAXIMUM OUT OF PLUMB FOR ROD IS 2'FOR EVERY 100'OF FLOOR HEIGHT. (SEE LCCATCD 1YITIIN TIIC B-ARIYG ZCNJC AS-IIOY.N W DETAILS A 12 'O Bd OR Tal 2-O.C. 5'O.C. 2 v2'O.C. _
INTERIOR COMMON CORNER AT OPENING 8d OR t0d�2'O C 5'O C. 2 1:2'O.C. c
DETAIL 4) S. REFER TO DETAILS 9.ui. 11.6 12 FOR GAP SPACING LIMIdAiIOI.S U N O. F- L
E IST FLOOR ROD CAN BEA LARGER DIAMETER THAN THE FOUNDATION ANCHOR AS THE
DESIGN MAY BE CONTROLLED BY ELONGATION UNDER TENSION WHILE THE 5 COMPRESSION POST LAYOUT 6 ATR TYPICAL ROD DIMENSIONS 7 Z4 TIE-DOWN SYSTEM AT COMMON CORNER 8 Z4 TIE-DOWN SYSTEM AT INTERSECTION W U
FOUNDATION ANCHOR MAY BE DESIGNED FOR TENSION ONLY --- --- ______- __ . I
5. COMPRESSION POSTS - SEE DETAIL 5 BPW LENGTH `0r U
A. ENGINEER OF RECORD EOR SHALL CHECK COMPRESSION POST DESIGN CAPACITY OR 6'LOIN TOP PLATES-` �+ I /-
( ) 8'n1Ax ABOVE L,�.� �CNX PER 2d ELEVATIONS � ,
FOR CONDITIONS SUBJECT TO ADDITIONAL LOADS SUCH AS BEAM OR HEADER A BELOW FLOOR FRA'.1ING I I BPW PER Z4 ELEVATIONS W
REACTIONS. -''• TOP PLATES•DO NOT D U
B. WHERE QUANTITY OF COMPRESSION POSTS ARE GREATER THAN THE SPACE BETWEEN Ij•�--� GOMPR[SSICN POSTS PER PLAN - STRAP PER FRAMING SPLICE WITHIN 9.OF R00 `Z
POST.PER PLAN II
ROD OR BEARING PLATE WASHER AND THE END OF THE SHEAR WALL.THE ADDITIONAL / CNX PER ZONE FOUR I (. \ Y
POSTS REQUIRED WILL BE ADDED TO THE OPPOSITE SIDE OF THE ROD. ELEVATIONS STRAPS PER PLAN STRAPS N,AS FLOOR ABOVE- BEARING MINE JS' A
C COEIPRESSICN POST SHALL BE OF SIZE. GRADE 8 SPECIES SPECIFIED. POSTS NOT % (BY 0 PHERS7 i Cllx PER 24 ELEVATIONS PER FLAN,ns REawRED y +� THRU FRAMING L �J
TIGHTEN 1;a'LAG SCREW i0 -CNX PER Z4 ELEVATIONS ;' U
SPECIFIED HEREIN SHALL BE THE RESPONSIBILITY OF THE EOR. CPL AND ROD SNUG CNX TO BPW AND BPW TO TOP PLATE / �' - BPV!PER Z4 ELEVATIONS FULL IIT.CO•.'PRE5SIO4 P05TS EACH SIDE
D. THE COMPRESSION POSTS ON THE Z4 ELEVATIONS ARE DESIGNED TO THE WOOD AS REQUIRED �BPW PER PLAN VATH EDGE NAWNG PER PROJECT PL1NI � O CO QD
SPECIES AND GRADE ON SHEET(S)51.00 OF THE STRUCTURAL DOCUMENTS fill/ j _ STITCH HAIL FVLI HT.COMPRESSION POSTS -- BPVW PER 24 ELEVATIONS
OVERSIZED ROD ROLE-
TO -
� MIDGE GOMPRES910N POST ON EACH ROD OL4 • 12'M PAX.
SIDE. 1W AT VO A. WHEN STRAPS OCCUR i� TF.d EA.SIDE.STUD li ►i. •-
2xJ =NOT USED 2X6 =OF N0.2 FROM FLOOR ABOVE STITCH UAIL FVLL Hi - I x x C
i TO BRIDGE BLOCK ROD PER Z4 ELEVATIONS v, c
3K4 =NOT USED 3x6 =NOT USED OVERSIZED ROD HOLE - STUD TO COA'PRT;55101!POSTS ;ROY!$lAd 6x4(4'LVALL)OR
4x4 = NOT USED 6x6 =OF NO. 1 �'� .__ ATR DIA.PLUS LT.NP / \ / AT G'O C STAGGERED
4x6 = NOT USED 6x6 =NOT USED /�' � \ \ 6xG 16.1VALL).MIN. I Q O
\ -JOIST SPACE 6'MVV(
4x6 = NOT USED 6x 10 = NOT USED ;/ Z '� - ROD PER ZJ ELEVATIONS -) .-
4x10 = NOT USED 6x12 = NOT USED
BEARING ZONE JS' ( z ui
O
4x12 = NOT USED THRU FRAMING
-` SOLID BLOCKING FOR FULL , \ /I ' I C01,1PRESSION POSTS PER Z4e-
G. FOUNDATION ANCHOR: W10T11 OF WALL AND FULL - w BRIDGE COMPRESSION POSTS PER S ELEVATION WITH EDGE NAILING
A. ANCHOR BOLT SHALL BEA MINIMUM OF B INCHES TOA MAXIMUM OF 12 INCHES ABOVE ` - � DEPTH OF FLOOR FRAMING � Z4 ELEVATIONS WITH EDGE NAILING � PER DETAIL 14.INSERT STITCH
EACH SIDE OF ROD. LENGTH ~ �J PER DETAIL 14.INSERT STITCH / NAILING WHERE REQUIRED
CONCRETE. TO MATCH POSTS BELOW NAILING WHERE REQUIRED
B. ACTUAL EXTENSION ABOVE CONCRETE SHALL BE VERIFIED PRIOR TO SHIPPING Z4 / REFER TO EOR DOCVGENT9 I ,I I n SILL tt RPLV 6 CNX AT SILL AS REQUIRED
TIE-DOWN SYSTEM MATERIALS. �' FOR SPECIFIC BLOCKING L- S'LL PL
FLOOR FRAMING - SCUD BLOCKING FOR FULL BPW 8 CNX AT SILL AS REQUIRED -� % PER Z4 ELEVATIONS
REQUIREMENTS tet. i ' PER Z4 ELEVATION
LVx1TH OF WALL AND FULL •
7. ENGINEER OF RECORD (EOR): FLOOR ROD PER Z4 ELEVATIONS - DEPTH OF FLOOR FRA.MIN'G
A EOR SHALL VERIFY ALL CODE REQUIRED LOAD PARAMETERS AND LOAD TRANSFERS TO FRAMING OVERSIZED I40D HOLE EACH SIDE OF ROD. LENGTH TO FLOOR FRAMING ,\
US=ZJ SPECIFIED POSTS PI POSTS BELOW.REFER FLOOR FRAMING _
FOUNDATION. UPON APPROVAL. THESE DRAWINGS WILL REPLACE THE HOLD-DOWN ROD PER- ROD DIA PLUS v2'.TYP OR STRAP FRAMING PER Z4 TO EOR OOCUKIENTS FOR
SYSTEM PER EOR'S STRUCTURAL PLANS. Z4 ELEVATIONS ELEVATIONS.WHICHEVER SPECIFIC BLOCKING
PLAN POSTS PER Pt IS LARGER REQUIREVENTSI
SHOP DRAWING DISCLAIMER �==l
RODCONTINUES TOFLOOR
ROD CONTINUES TO FLOOR BELOW PER ZJ ELEVATION -
1. THESE SHOP DRAWINGS PROVIDE GENERAL CONFORMANCE WITH THE BELOW PER Zd ELEVATION
ENGINEER/ARCHITECT OF RECORD'S PROJECT DRAWINGS. DETAILS SHOWN
V
HEREIN WERE PREPARED TO ACCOMODATE THE PROJECT DRAWINGS. IN THEo G wi
EVENT OF A CONFLICT BETWEEN THESE SHOP DRAWINGS AND THE PROJECT 9 TYPICAL Z4 TIE-DOWN SYSTEM INSTALLATION DETAIL 10 STRAP TERMINATION OPTION 11 I BRIDGE TERMINATION AT TOP LEVEL 12 I TOP PLATE TERMINATION N
DRAWINGS, THE PROJECT DRAWINGS CONTROL.
2. MiTek Z4 DID NOT PARTICIPATE IN THE PREPARATION OR REVIEW OF THE SLLDLTF.
PROJECT DRAWINGS AND HEREBY DISCLAIMS ANY LIABILITY THEREOF R"D CFCIAM TOR
NFT SliO N
ccvauGslrnJ� � NOT saWti EN PER EOIi'S EDGE HAIL SPACING TO r.
3. PRIOR TO EOR'S APPROVAL OF 24 SHOP DRAWINGS, THE FRAMER. Posrs PLA14 AND SCHEDULE EACH POST EACH SIDE [.1
CONTRACTOR AND/OR CUSTOMER IS RESPONSIBLE FOR ANY CONSTRUCTION. At. ' -_ Ud '3• S Ifi T7' ��� 2 POSTS I 3•POSTS
=i011 TIE
INSTALLATION.ANDJORSHIPMENT OFZ4TIE-DOWN SYSTEM MATERIAL. ATHS I
// 20C 4.00 6'00
4. AFTER EOR'S APPROVAL OF Z4 SHOP DRAWINGS. MiTek Z4 IS NOT RESPONSIBLE SLLPL VIo cauE
�F�;j-})' ' / 30c 6 oc TOC
FOR ANY DEVIATION FROM THE RUN TYPE ELEVATIONS IN THIS SHOP DRAWING NAILER - (Iw.I ' r ,•
I r ; 4 o.c B o c +, D.C.
DURING CONSTRUCTION AND/OR INSTALLATION OF Z4 TIE-DOWN SYSTEM.
!i 60.0 12"OC I:•O.C. �.
ABBREVIATIONS MOTE.
AS ANCHOR BOLT HS HIGH STRENGTH r _ I
FOR SIIIGLE POST EACH SIDE OF ROO.
ATR ALL THREAD 1100 MT. HEIGHT STEEL BEAU I! Lt6 STEEL BEAM i NAL PER SIIEAR'NALL SCHEDULE \
OPW BEARING PLATE WASHER MS MID STRENGTH 2POSTS 3 O MORE POSTS
CL CENTERLINE MINIAWI•+ ..� ON EITHER SIDE OF ROD CN EITHER STDG OF ROD INTENTIONALLY INTENTIONALLY
CNX CENT NUTT PL MIN PLATE STEEL BEAML -' �-n11N 'I'= 1:•1'1,184 IN All CASES.
CONST CONSTRUCTION SP SOUTHERN YELLOW PONE NAILER PER PLAN SILL PL EA SIDE LIINIMUM U N.O.SY ENGINEER
CP COMPRESSION POST(SI SPF SPRUCE-PINE•FIR SPECIAL)NSP= OR APPROVED LEFT LEFT
FABRICATOR FORRSHOP WELDING FOR _ _ -- Z4 PROILCT 1
CPL COUPLER STD STANDARD FIELD WELDING SPECIAL INSPECTION
DF DOUGLAS-FIR LARCH TYP TYPICAL REQUIRED WELD SHALL MEET AWS 131.8 COUPLER ROD 191r,811
DIA DIAI.IETER OC ON CENTER I COMPRESSION
EA EACH U N.0 UNLESS NOTED OTHERWISE TERL,C4ATION AT STEEL BE/VA NUT d POSTS ROD PER ZJ _ - _ _- SCALE
EN EDGE NAILING UNC UNIFORM NATIONAL COURSE WASHER \ \ , ELEVATIONS BLANK BLANK NOT IO SCALE
EOR ENGINEER OF RECORD VSP UNITED STEEL PRODUCTS(COMPANY BY MBTEK) NOTEISSUE DATE.
FF FINISHED FLOOR WS WOOD SCREW - SNL rl SHEATHING
FTL FIRE TREATED LUMBER 24 ZONE FOUR BEARING PLATE TO MEET OR EXCEED CONIPRESSION 10,10,31i2011)31i201
*CUMULATIVE LOAD DEI.%ND•NOTED - POSTS PER Z4
ON Z4 ELEVATIONS ELEVATIONS oRAr:N 8r
HF HEM-FIR
�� TAA1
BEAM SUPPORTING t!]•x).•ti TwInTTeN
DISCONTINUOUS TIE DOIVN WAS"rit LILL 01A CMA OHECKE08Y.
SHALL BE DESIGNED BY r 1,t:wFAtNIrwlR.w LP•RY
THE EOR _ 11 SHEET: z
DPW 6 NUT PER- MIT A WAtIKR TOeArCH
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Z4 RUN ELEVATIONS Pw Cu/-•LICK J.I'i:Ap!
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