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ROWELL
OW E L L SE Washington St
Suite
212
ENGINEERING, LLC Portland,OR 97216
STRUCTURAL ENGINEERING Tel. 503MU Fax.503
LATERAL ANALYSIS DEC 2 2 2015
November 13, 2015 ,ITV 0 1 1€,uw
BUIL 0 1N CO. DRIS!01�
Mascord Plan:
22137F - FOUR D CONST.
Medallion Meadows - Lot 13
Tigard, OR 97224
100 mph 3-Second Gust, Exposure B Seismic Category D
2012 IBC / 2014 OSSC
Mascord Design Associates
2187 NW Reed St, Suite 100
Portland, OR 97210
Tel. 503-225-9161
Rowell Engineering c'`' �CaINFF s'�
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Project Number: 4<v 583S7PE
150358 7
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EXCLUSION OF LIABILITIES
1.DISCLAIMER AND RELEASE
BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND
LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL
ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION,
WORKMANSHIP OR MATERIALS.
II.EXCLUSION OF CONSEQUENTIAL AND OTHER DAMAGES
ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT
(INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR
LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES.
III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION.
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DATE: 11/13/15 PROJECT: 22137F - FOUR D CONST.
WIND LOADS
LOAD AREAS FROM CAD
LINE A B CD LOAD mean roof height. h = 30 ft
V1 43 121 78 90 5123 least horizontal dimension, b = 38 ft
0 0 -
V3 75 89 131 36 5615 a=min(0.1b, 0.4h) >= max(3'. 0.04b)
V4 40 102 2374
V5 228 145 5633 0.1b = 3.8 ft
V6 30 80 188 24 5349 0.4h = 12 ft
0 0 min = 3.8 ft
0 0
0 0 3' = 3 ft
0 0 0.04b = 1.52 ft
0 0 max = 3
0 0
0 0 a = 3.8 ft
0 0 2a = 8 ft
0 0
0 0
roof rise, y= 9
M1 82 97 3440 roof run, x = 12
0 0 arctan(y/x) = 36.87 DEG
M3 86 97 3526
M4 107 2311 A = 21.6 psf
M5 257 4420 B = 14.8 psf
M6 86 163 4661 C = 17.2 psf
M7 50 58 18 11 2378 D = 11.8 psf
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COLLECTION
10510 Si tvpS.iGION 5/910 S't 21, ....1501 214221.
POST!000 O. 97215 540,41431 214 670
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• SHEAR WALL SCHEDULE • (1) 2XD.F. studsmax. 16"0.C. • HOLDOWN SCHEDULE •
SEISMIC ZONE D (2) Anchor bolts to be%"e J—bolts w/min. 7" embedment Into MARK SIMPSON FASTENERS CAPACITY
APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) % (9) MODEL (LBS.) NOTES
concrete. Secure with BP —3 or BPS yj—3. # (13)
FASTENERS 3,5,6,7 BPS%"-3 requires an additional std. cut washer. No Connect btm. plate to
( )( )( )( ) SOLE IE SILL PLATE ALLOW holdown floor Jet/rim/bm/blkg. N/A
PANEL NAILING (3) Intermediate studs nailed 0 12" O.C. required w/16d 0 4"O.C.
MARK AB NOTES LOAD q
THICKNESS PE ®PANEL 16d SIZE SPACING
EDGES SINKER (2) SEM (4) Framing O adjoining panels to be 3x nominal or wider, • CMST12 x (7)16d common 1 500 For equivalent options,
w/nailing staggered. 36" Long nails at each end. see(10)
7408 (5) 0.131"6 X 2Yj F. RH P—nail may be replaced with 18 16d common
°.7 0.131 0 x 2l4' CMST12 X ( ) 3430 Far equivalent tions,
or 6" O.C. 6" O.C. 2X 48" O.C. 0.131"e X 2h" common nail or 0.113"O X 2h-hot dip or 2 48" Long nails at each end. see(11�P
1' F.RH.P—NAIL tumbled galvanized box nail.
II� 0.148'6 X 3" F. RH P—nail may be replaced with 0.1484 X CMST12 x (22)16d common Far
7,46 • (6) 3" common nail or 0.128 6 X 3" hot dip or tumbled it* 60" Long nails at each end. 4.700 equivalent 1 )options,
0.131 0 x 274' N galvanized box nail.
or 4" O.C. 4" O.C. 2X 46" O.C.
1 " F.RH.P—NAIL "F. RH. Pil"— designatesfull round—head power nail. J• CMST12 x (29)16d common 210
W (7) —naa `VJ 72" Long nails at each end. 8.
w 748 1- (8) Minimum 4X6 post 0 each end.
`J\�/`, or 0.131 y x 214' 2" O.C. 3" O.C. 2X 13" O.C. see (4) .e• eft, CMST12 x (39)16d common
3X 34" O.C. .•• (9) Hto min.
e occur 0 each end of each shall ll fasten nails at each end. 8.350
1 32" F.RH.P—NAIL Z to double 2X studs. Wall sht.g. shall be edge nailed 90" Long
-- --- - -- to each holdown stud.
8dung ofit with concreteHTTN
G 7�8 2" O.C. 2" O.C. 3X 9" O.C. see (4) • (lp)CMST 14 X 361.w/(8) 16d common each end. STHDI4RJ (30)18d sinkers. 3,280 apRetr walla
or 0.131 p z 274" MST 37 w/(10) 16d common or sinker each end.
22" O.C. occurs.
1 2 F.RH.P—NAIL MSTC40 w/(14) 16d sinkers each end.
Equivalent option
an HDU-5
7/1e" (11)OAST 14 X 80"L w/(22) 16d common or sinkers each end. HTT5 (26)S16d sinkers
5,080 W%(14)SOS Yi X
44* M5T48 w/(18) i8d commons 0 each end. 214'screws.
or 0.131 ♦z 214' 3" O.C. 3" O.C. DBL 2X 20" O.C. see (4) '�; MSTC52 w/(22) 16d sinkers each end.
1 " F.RH.P—NAIL 3X 20" O.C. • MM. 2x or fix.
EA. SIDE CMST 14 X 72"L w 29 16d common or sinkers each end. HDU-8 (20)SDSYl x 2 " 7,870
(12) /( ) , with un.(3)nailed R.mer
7 MST60 w/(23) 16d common each end. screws,SB,6z24 w/18d sinker 0 8'0.C.
748 MSTC66 w/(32) 16d sinkers each end. (30)SOS Y4 X 214'screws.
or 0.131 y x 274" 2" O.C. 2.5" O.C. 3X 16" O.C. see 12$0 1"0 A307 threaded rod AB. 8X6 post req'd.
1%2" (4),(8) 1-280 Use SSTBL In place of SSTB where 3x or dbl. 2X plates HDU-11 w/ZYi x2(6"n36"plate or BPI 9.535 30:(30512 deep min.ftg.
EA. SIDE F.RH.P—NAIL (13)occur. btwn.(2)nota Min 10'ftg. req'd.0 ea.anchor bolt.
embed. -.
(14)May use an HHDQ14 in place of HDU-14. (36)SOS 4"X 274"screws. 6x8 post regd.
1 1G 1"e A307 threaded rod A.B. Heavy hex nut req'd.
40,
2" 0.146 0 x 3" 2" O.C. 2" O.C. 3X 13" O.C. see 404Q (15)3X plate required where shown on foundation plan. HDU-14 w/2y3 x2Jy'xe'plate or BP1 14.445 36H36012"deep min.ftg.
iii
EA. SIDE F.RH.P—NAIL (4),(6) 4th see(14) btwn.(2)nuts.
i 10"ftg. req d.0 as anchor bolt.
_-- — _— Page 9 -�
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RIM JOIST, BEAM,
OR BLOCKING
IF APPLICABLE
TOP PLATE
1/4' HOLES TO
ATTACH OPTIONAL
BLOCKING OR
FRAMING Z re� MAXIMUM WOOD SHIM
WITH SDS y4" x M' SCREWS.
PRE-ATTACHED O O O O ATTACH TOP OF WALL
WOOD STUDS TO TOP PLATES WITH
SDS W x 3%' SCREWS
(PROVIDED)
STEEL PANEL
eTROI' IGS llJALL. DETAIL
SCALE: I' = I'-0'
G3�M9C�L�
DRAWN 51'- JY
CIVIL- STRUCTURAL ENGINEERS DATE- m8/03/11
10570 SE WASHINGTON ST STE 212 PH. 15031 254-6292
PORTIANO. OR 97216 FAX 1503: 254.6761
-- -- -- - - - -P-age-1-0--
i
PRIOR TO ORDERING CALL:
DAVID GILROY
1013-1344-1071
SIMPSON STRONG-TIE
PLACE SSW PANEL OVER
I THE ANCHOR BOLTS AND
o 0 0 l o f SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
USE U'4` WRENCH / SOCKET FOR 3/4` NUT i
USE Ir/8" WRENCH / SOCKET FOfc I' NUT
NUTS SHALL BE SNUG TIGHT.
i
DO NOT USE AN IMPACT WRENCH.
° m
°
:all °
I 'I II G
a li 11
11 o i1
d II 11 Q
a ° ° d ;; TOP OF STEM WALL
°
` TOP OF FOOTING
II C
al VI
I � qG li
J it
0-
(71° ° Q
t 1 ; a
° --ANCHOR PER PLAN
d WITH NUT/WASHER/NUT
°q ° d EMBED PER PLAN
INTO CONCRETE
FOOTING
�I
eTRONC7.r UJ,4L L D E TA i L
SCALE: I" : 1'-0'
R 0 W E L I
ENGINEERING
DR,41IN
CIVIL- STRL'CTURAL ENGINEERS DATE - 12 -i' - 12
10570 SE WASHINGTON ST STE 212 PH 15031 254-6292
PORTLAND, OR 97216 FAX 15031 254 6761
I
_.
Page 11
EDGE NAIL ROOF PLYWD. TO
2 X 12 LEDGER W/ BEVELED
TOP TO MATCH ROOF SLOPE.
NAIL LEDGER W/ (2)-I(od EA.
WALL STUD 8 EA. 2 X (o BLK'G.
(2)-2 X ro BLOCK'G FOR THIS SECTION OF ROOF,
(o" O.C. VERT, BLOCK PANEL EDGES W/ 2 X 4
FLAT, NAIL ad S 4" O.C. EDGES
AND BOUNDARIES, 12" O.C. IN FIELD.
SI-IEARWALL PLYWD_ MUST EXTEND
DOWN TO BOTTOM WALL PLATE
EDGE NAIL BLOCKING-
FASTEN BLK'G. TO WALL
PLATE W/ "SIMPSON" L550
(SPACE L550 PER NOTES)
00F LDG; R DETAIL
a2 SCALE: 3/4" = P-0" LEDGE1
DRA DING NOT TO SCALE
G30�WFLTL,
DRAWN GY- J.Y.
CIVIL-- STRUCTURAL ENGINEERS DATE- 02-23-11
10570 SE WASHINGTON ST. STE 212 PHS 15031 254-6292
PORTLAND, OR. 97216 FAX 15031 254-6761
Page 12
DSC CONNECTOR
PER PLAN
TOP PLATE
MANUF. TRUSS
E;lo �5C,- 'a) TRUee DSC-1
SCALE: 3/4' = I'-m'
1--)R,4UJN BY-
CIVIL- STRUCTURAL ENGINEERS DATE- 11/15/12
10570 SE WASHINGTON ST STI 212 PH 15031 254-6292
PORTLAND. OR. 97216 FAX 15031 254-6761
Page 13
EDGE NAILING (2) 2x OR LARGER EDGE NAILING
DEPENDING ON H.D. LARGEST OF THE (2) HIDSTRAPS g CORNER
0 LARGEST OF THE (2) (2) 2X OR LARGER
H.D'S m CORNER (DEPENDING ON H.D.)
ID FOUNDATION -8 UPPER FLOOR
�1�10
N SO N
DRAUJING NOT TO SCALE
CEGvJC��]C�C�G30�]C
D1zAUJN 5T - J.1'.
CIVIL- STRUCTURAL ENGINEERS DATE- 02-23- 11
10570 SE WASHINGTON ST. STE 212 PH. (5031 254-6292
PORTLAND, OR. 97216 FAX. 1503) 254-6761
Page 14
DATE: 11/13/15 PROJECT: 22137F - FOUR D CONST.
ver012208 DESCRIPTION: 2012 IBC, Binder-Stock
SIMPLIFIED STATIC PROCEDURE -2012 IBC BY:ff
WIND SPEED: 100 Adjustment Factor for Building Height A _
EXPOSURE: B Increase 110/B wind loads by 10.83
SEISMIC CAT: D to obtain 100/6
(SDS=2/3 SMS) 0.850 1.2SDS 1.02
R: 6.5 snow load = 301
A upper: 2120 mean roof height, h = 30 ft
A main: 2169
A lower: 0 V=1.2SDSWDI/R
ASD Load Combination =V/1.4
W" ASD
DEAD V LOAD
WALL HT. LINEAL SQUARE LOAD SEISMIC COMB.
UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18
ROOF/CEILI= is 2120 31800 4990 3564
EXT. WALLS 10 8 208 8653 1358 970
INT. WALLS 8 8 150 4992 783 560
BRICK 40 0 0 0 0
TOTAL 1 454451 71 1 4
MAIN FLOOR
is 565 8475 1330 950
FLOOR 10 1604 16040 2517 1798
EXT. WALLS 10 10 253 12861 2018 1442
INT. WALLS 8 10 100 4067 638 456
WALLS ABOVE 13645g44
41 1529
DECK 10 00 0
BRICK 40 0 00 0
TOTAL 5 1
LOWER FLOOR
ROOF/CEILING 15 0 0
FLOOR 10 0 0 0
EXT. WALLS 10 0 0 0 0
INT. WALLS 8 0 0 0 0
WALLS ABOVE 16928 2656 1897
DECK 101 0 0 0
BRICK 401 1 1 0 0 0 0
TOTAL 1697--- 656---199-7
REDUNDANCY FACTOR = 1.0 or 1.3
per ASCE 7-10 12.3.4.1 and 12.3.4.2
Allowable
Shear wallLoad (plf) Floor to Floor Holdown Floor to Foundation Holdown
1wind/seis lag Load Type Tag Load Type
260/260 1 1500 CMST12X36' 6 2684 STHD14RJ
A 350/350 2 3430 CMST12X46- 7 5090 HTT5
B 600/600 3 4700 CMST12X60- 8 7870 HDU8
C 896/640 4 6210 CMST12X72" 9 9535 HDU11
D 980/980 5 8350 CMST12X90- 10 14445 HDU-14
E 1280/1280 ? 14446 to high
F11540/15401
LENGTH OF SHEAR WALLS(FEET)
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• SHEAR WALL SCHEDULE • I •FRAMING CLIP SPACING SCHEDULE D.C.* 2012113C
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. SEll`MIC 2ON,IIIMM111.11111111111111111111111. 1111111.011111111L___ _ 311111 I PLEASE NOTE: .1
r-..,- CC
. .. APA RATED PLYWOOD OR ORIENTED STRAND BOARD 1 I I -I TPF,,A35 SC.COW.,--, , - ,-, '.: ie, e a_DAEGON, .,-. .
SC44.t ..-l-PCCit t al.LOW ,SOULS0 tOry CONfre:' r . r. ..t. • 7HE'TOP OF EACH SHE.8A....L.- ---JeT EE 15E 6 T.,'L" D t 22,rig.-,s, ha :-
,,,,,, L 7 ,,, AO 00105 LOAD ,., rRAM NG ,',..LIP Cil-1 ON% ' CONNECTED TO THE ROOF SHEL7 HNC:OR ZlF 01114 LLI Z
°0 I 11044t'' .-. ...,
• ,rwcorf r.,,si , . oar tee stn. SPAONG
-I- (000$ fra? SHEAR WALL ,TO, A35 LS50 I 5 FLOOR SHEATHING THE BOTTOM OF EAD-i
SHEAR WALL MUST BE CONNECTED 70 7.1E w, ,
I E151.446:8;DED.31.2r
d
CCL E0 14 4E'0 C I
FLOOSHEATi-/ING OR FO...N . &
DATION. SEE L
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•'- . 1 '''. •'''' ' 0 , it8 -
R
TyCAL. CONNECTION DETAILS,FOR 0
2n, 20
tr---
I -- APPROPRIATE CONNECTION
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at
. . c, alp s• ' 4"OC s'OC Tr 40CC .
-• - EDGE NA.-NCO.P..1,..C.-0 Sheathing see schedule,----- 14 1 -------- ------ ____ -
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--. -
15; l Ill"lle 0 Y.l2 LEDGER Lia BE+SLED
" e e s
eats To ATC.ROO.e..C.PE
CAS.LEDGER(0((2 E-thin EA 2x Studs --
0513 with 'ox--- ----
ors • Tii• 2 0 C 3-CC 25 tr OC see 4 bk. AS. 10" le le 10' /7 ILA.'L 0,110 I EA 7 0•BEKG
. . - . 34'0 C ) 66,
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/ M.00K PANSL EDGES L.,2 55 a Upper Door edee. haling ... .„,..., I. 1.
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....=-..... +....,, + ,
iI ?I „.... .
r 0 C 3"0 C DbEx24 25:CC see(4) Hi Sheathing 1 ...1_
3 20 oc ii______ ..,_,...........„........„...,,T,,,,....z,„..;„,..e.„
lEA Loy f..-"'''' tweak
11--)
. LEGEND trreet f I ,
-, tw. 1
,( 7 max 4a
, < ,,i
,,, I
, - ).CC 3, lb-0 C .5 1.72i8 • -45:l.; ell;_0055,--110C-A-lrO, l'' t=e7=140
d i 'T-- ,
I __ _",..„. „....:,+" / .. ...-...44
! _,.,
Lower floor edge neeng /". <-
,-___..-_ - _ --• - wwwwr Srle AR 91A.LOCK/QV, 2 ,:.ri
Lower floor staggered / i
EDGE ts.AS..e-LOGANG ' 1
.11s r % ,,..• .,, r0, y OCi 30 .0.0, „. ,.ig Wk.REFERENCE tooi.d9TE'N E....,G TO UAL, l
I 1 V 3x ssi PLATE REWIRE, RATE is:reesereci,LONE 1 I
2 w studs ----- I
rEr.ACE Lesc PEA some, 1 1 - I
08, Tr Sr,05ATE RP/- Sheathing.see __---------- li J C.;,, 11111
tit Tx 05 two:e.r. le c c
schedule ---- '''' --!Elz,7 7--- -,--,
D's SNOB whit LW "".
(2)Aereor.1.10 04.V.r-bels•Jeer, e efteemme etc
edovele ss.,,,,...W 5C-sor ORS W-3 0,04D mow*0000
rps 8V.f res.....en...eve sio Ca,willahOF N ROOF LEDG.ER DETAIL
IR WOOL( 2.6 u N 0 BR. 3
OS)...meek,.or..rare*• t•CC 32) 111.1 010
SCALE )14. • ,-C.
(4)r....,,,,•eopeee pre,le be 3....nee re e.oe
•,......0051e. GENERAL NOTES Floor joists parallel
Scale 1'•I'0" If)
O.,5 A""mew,mom br 0 tiro X 25net op•
loslener,eM1POS.to Rool sheathirig _,...
weratne,betel,be goleoece51 ,,
. tfil Vey,x,r.,,,.f ee,,,,0e4r.4,.,,./...rrto.rea,o bz%0.146.IL Rool rafter or truss Sheathing see schedule --
ow,..e-we bo.ror (2)411 eAter.or wars Sboll be 0.1. ABC dip required at blocked I , C)
0
In is"S"Sbeo./oll req.reernentS OS '••
w (/,.1 .P-re,--oespnette 4 ie.•0..oet revel pore,nor 0 malt-h.,' diaphragms(see RBC Schedule) Floor sheathing ------ =I
I--,...\
Simpson HI cif,@ 2412,C,--___ ,.
Floor joists
0 I1
(3)Sheathing on she.'Adis MUNI .
0 (t).t.tonn Deco,•ea.e•e at seer veyearx 4 Now+ nol be interrupted by ony•ari Boundary fleeing 8c1 •\ t
Shear nathrig
rs,,,,, oer0e zx oluds Wer aht'e sea*by edge..ea
bulling into snaa"'el i g '
Z le seen loolOore ri.4 commons ite 6'o.c.UNO.---..... 1 \ \
I> ,
Upper floor edge nailing -,....„; ., 0---I .
• "a'hcr7r;r•ZrZ.r.)' 'l‘.?,":77:,.. •r:ri's.":,.. (4)&Ade,in rer.fy.315:Walton \
•e•uwerneels tor a,hardwire
le/5C50•/(lI).0 slnle.ence end connetbons per rnenvloelLger .."-. ''.0 l,:,.! l CD ° 1.111111111111111.1
'-
so%../M)l.m..55'..l.'''''.5'5 2'max _
(5)AO Voor sr leen lyerltlei to be ......
eche e/leR)010 arrYOrbro 0 ter.erd I (010
/ns.eleo.elh nloxeero,rni,slere \ •••,'
A.,C5:A/104.5*l.er.55l.54 Sheathing i ' I .
cosies;or n88 1 ) ----
-cusr I.x On•A).)/6e toTe.do a root.,eorr era . ...,;/..iotate tweak
[i ,I------- rJ F .
“-----•-• (6)All no/dwarf••fasteners. 2 w Necking ------ --„...... .-
_---- I I
/ , 1
-IL--
2'max r i ,..._._
contort wan 0150.. ber snail or Edge haring
AtolNiess Steer 2-roc.or 1.01 di,
_„,.m.------H 1 E.-.-- !1 +------ -
goltonaeo 2 w stud wall RBC SCHEDULE
I i „,// Lower floor edge nailing ,/"
I '
(7)N.dwnena.ons Sheathing ! ''' 1, (Boot Boundary Clm) Lower floor stangered / '
,, _
.AI Li
Ild common•0 11)1.2 5 ,
Ceihng polo or cuss - LBlocked chaphragms only j edge naing .-
;Oa comm..014853
....2,JA72.±, ildd se,Aen.,,.....,e 0,.....0,o6022.irs i I 'Req nailing 1 Chp spacing 2 w studs -- - ---- i 1 \‘,.
' 1 ,_, ,
r.",-_- •
• HOLDOWN SCHEDULE • i I 8cICS6' ! 36-oc
----2 Sheathing,see
schedule ..---- i : /1;1 __J
_ 1.11/ lit- .,
1 __.
1./4RN' ',Al-SO, lAIENl.kr IC AOAL.';
NOTES L i ! ,---.1 Ewm4
ter LiODEL$ (Les) I 10d.itTI 12"o c I -----1 <:-..
-
torreri hir.otrie le
G riol'd'Our Men jogrroAmoteog Ode E,....--EN:-.. \\1- r- Cl")
eV:lured •(.4 llie OC i . 2.i I-
06'12 w Tit Ise tree., re ee,....este.. Rafter/Truss at eaves Floor joists perpendicular or.E.C-
_ 4. I
rem tr,rerr err
CIA$SI2 r
....,_ (te"tone
j
____04)net mente-
ttart 41 ea.awl
4.1W •
-1-
rte er„orrr,;‘,Oirrroo
orrOs Scale-le x l'0'
1314e)eleedledeblockach'Ind;MI brace __ _
r ,
X ,
GA551-17 A 111)/t..••••••+ rt.--;L---
''''''''''''0» ,4- I ---
G ,,,,w,,,,,,,
CC iswre I_ i <58,_
-
I
---.-_C555112• !r4:1'.:.:77Z L30 clips at blocking -- '-- Tg'
LS) ,
..‘
Boundary naging Into 1000001,. --
or -"- '.. A
1c); (A).<Hr.++, blocking adjacent to brace - ` '5
10, nor.O.veer era _ .. .-....., 1
-. 8d commons igf 6'o c „ ..., .-
Slt.DIARJ ;so; Of sere,. U. !..:'...olo'rr000 Blocking with shear naiing ) ) \(1-i- '
I
r:2)
into top chord - --- . ,
t
it,...+,W..
G 0115 "ZI=:”. es..rev,
•At.0 OW 14'o ilig11----"*.". - - ' er I6d E'r2c ---__.
__ 2,.... (7.7.--ii1,, --,
2 w 4 hit softener'-----,
' . c:114
.. ----.-*'1... _ _.- '
'S ''''''.6 i70,SD.:•le
we*,it,•Slelb lle(4/ .•to
.•m......4,01,...,
./Ite a.A..•e Of .--'-.' V
' r 45' ,
2 x 4 angled txace - _
.... -- ,
. ,
_
wtan-IILIt k. Edge ming -' i ,lz I - -
.,...Ara:H.•es , .T.I., Sheathing to match // f ,, i L.
Cr .
^..,Ms..me/5'Re i ...ad•to two.sal .Stiffe,er may be omitted
wall below --
)
t ' 4re /// 4. (By' it bra-e is less than 6'
A 1 • sos 1111'..6. I 04;wen+.4 1
i (A ./, MEDIA .,
•.047....kle6.41 AO ' roar,
! „,, ,r SECT. AA
. '
Scale I 12'4 1'0' )
,
Framing dip(see - 1.1.4
schedule) ‘.. f i
A _.
I
IL.,, ,,r-1---------H., ,L,
,..._......DEG COre.ECToR 4 _,
_ ..__
-11 Sheath,.9
Boonclay nailing mio bkicking, - <'" 25#SNOW LOAD
-,„,..,''' i "i Edge nailing
------->-- •
..
,... . ...
. 1-:'*1 Sheathing .........-.4:
t. .) / Top chcrd -_...... • ..„0 -,- ' _-.
' 1,,,/ - I 1 : I., :..-.
2 w 4 angled braces 411'o c.•. --' , p
- OP Pi.41,E _
1 ,J.,-71111) .,,
1' '
,.[___t-i..-
2 If 4 angled brace------- ' - / P.
,.....E5 .-- "
14)16d hloclung to brace ---- ---- '.= - •
-1-.44•.)-"
-
_ ThrRPLAN _;
nim......•
SECT St
(. o6e- e TRUSS Gable end truss_ _ ______ ____. Scale:)1,2"•l'0' 22137F
,:_,. -- ----------_
L_ ALE be, • i.e.
- - --- ---- scale r.r 0'
Ll ,
- - ____ cc-Immo-a Q 200 WWh4.2
1(E .14--a\4..
-,-,, ,..._
-
k,•
EDOE nelt....4 ----,, ,,-(./,'4.3,7 L.A.,7;:„OE,.1., EDOE,A.L.A.6 •--- __,.A.., ,„e2;,,,.,.D.
, 1 U Zz
1 ii
[ fit
•,......... ,'
...• VRAPS•CORNSP. ••••I...I '..;
-- ' ••••.--i•AROES•CA TWE(2 ,, _ _rio 7,On LAROEP
-[ I
0 ' KC'S a CO.JEC Ilir tr- (DEPEND^O ON
W Z
10 AA e -
i205lUds
,
•
Z- 4
-1 Sheathing see ,..,
,- Mudsill with anchor -
, Sc .. . ..
I' a•co,DAT,o, , •44-PER Fi..00C ----- \, 7 bolls see schedule
. . /rAND:A•C.CO 0
0 ..-.• 4.,4
Sole plate with shoat 160.4EA,ANC.1 '' 1110 Z I in
nailing see schedule,---, SEE SCIAECAILE--'''.-
45 0 SCALE 3 /
1--- Cori.e: NE:.-, -(....-_-_----c.-_,.. ,,,,- "...--CN4ER Edge naihng-- ti
_„ i ur Ine.• 4 Z
I ' k,< 1 ,4' . - •T•ir, -_.u00 _
, - 0 t
th.
°' . ..;._, „.--"; See SC.ED4LE MIMI ii E
't; EC.
•;,-, , 1
V S.4 V Floor to modal /
EDOE,41,440 • ••ll.". - SO.,
shear nahng, ;i : .-,--"-- see SC.ED.L.E
t 1
1 U 1 0
. 0 41 ';.--; c2,
. <-.
! .1: „.•
1. .i.:.. ., .
,.
POC . \ IN .....CI,... „ i
(.74-i-ci .
'''''-'ALIGN/..9• , ‹.''' .7,57..-111- ,--_ • --- .5
\-ALIGN SO• /
11F11Il • '"
1.415EVD TA25 Et•C /
H
I. " . • _.
autz0..Pdatt. hizzto...Cz2...zs ,
415.7,4E-I 0500e..--, CI
.
1300103
R11:-;41.17-7,111--7.-111
• 1=11107.:
<*-4 ,
•., II
1, N-... ME
,
--,,,
[ Interior post and beam Standard A.B. Detail no
GfRE AT FRI-1. AIRO.NC>em 1
t OW DPI.Jaz Scale.'I'z"I'ZY Scale 15T•r.o.
f.
1 CC)
; . .
'4 . ....._
1.1)
-4.
2%studs. ,
Sheattung„see ,, - Mudaill with anchoy' 2z studs- schedule ---- , ,"i., bolts.see Schedule
Sheathing see
Sole plate with shear , .
Decktng . -•. i I nailing.see schedule - ,
schedule 1
Edge nadIng If)": , for requirements i
Edge nailing '14b !B."!.._-.2. .H"_ ..
,
ir
_.........1 i',•
,
. ; &crie pi.E*Iors.Foolwas Lea-
OW Post 01.014,TIC COeTRACTCA ., ' 1
, .
II TO stszEre TO renr.-ITECTUR4,
.0UNDATION PAAN 1
,
..
''''dr-;;IIII.--ItE-Iiii
/ I -" I= • I
t'illi
0 ,
'''')c--- ,
Trrn11:411F.,-iu,----111 II1 11Mir---14i
IIHI 11, • Hil '11 •
1 ' • • r.,--,---
1 1 -
D IN ii\-1Cz I
11 . . 1 . • • LIETBILIIBII-Di]
-----
I ,..', 5T L " 1 -• ---4,,=1.B.7
izi L , .
, 0 I Garage slab Post and beam Gedeis hush weh inudsill
E.M.4
• Scale r.1 0" Scale r=1,0*
\ C#;')
immundiemmommormummaimor '
/*1 ,i 4. •t
.„ ,•,,,
.... ,, (-, ,s-T,....,...t,.--, .-
_ .
. r.
!
, !„, .1 Taw PLATE
0
_....... • /.
00.3510
l.".4•47.-(44.44414;44.441,
. ',4.444 .
644.44.
(_-;4 4 i C tt E P.ai-iiszta .,.. tII
,, I -I - , 01.0055.•1,t'500eize,
uatt.
, .;1 '107,04 WA,.
' 0 til 11 It
•• I • PRE ATTAC.ED
WOOD 01400 , i 1 ,,. , -,4;-30--w......,Ee(411. gaiZ
1 1 ';'. 1 i• 1•;; i 006.W M 3I.,.500000
1 1 .11 (PROVIDED:
1 I'l- ''1 "
1 :11 -STEEL PA,S1.
i FOE
1 <T- <' • I
r
1 ri:14
"•#
( ..,.
,
, eTRONCa WALL •I'E-AIL
.......... ............... .
r.--)F.)•••,' • .
‘. ..- 1 .
;
\\ i
--I(503 51010 ll'0,44.0CE 5,sou6E1:4;,,,,E,,0:4E,,,n.RE„...
r 5 •-•-'°'''''E''‘a CAL' ..I ,,,, '‘, I, 4 TX,...•;:ecn,:-.:t. AN1:).
ND VE
0C''''''°Jr-'67. -\
- ,...
1110 ENO
44.0..COuel
4150,,E I,
;11 .c,.4e0eE
---,,,,,,,,
., /
• ,-,,,,AA •
."-IS END
-ACLOO11".
41E00E , . „ ,-•
... . --
--::: ,; ' 11 I
I, 1 , OSE K.unEt.I.C.;SOCKET eLee 2,4•KO
ESE Si. ORE,‹.I Se:05E14On ll twr
Nt.418 64.1.4.SC S,....*T,O,-el .
Pro*
251 SNOW LOAD
L (,-, ,
MI C.-.' <2.7:__,
ElI
0-:
.,,,, ^ 66..ve. .. :; . \.."40.4444 S,EG
,LA-,
,S5JASAti , , ,.... .,f> 1.11ionwl „,..‘„„,z•-„,. As.,to, Lril? I if * A
4... . .
, _ __
! . '-?-A,'"7,'" 4a,e ANC•40 500 ®(:-‘). itW..ANCA-OR 50-* ' ' Alt"'F,') u,•ANC,..04.SO., T-- ,14•4,C.,on eOL,
. , ,-
,N 0,19ED',INTO TEresEC,1•1,70 4, E,,,,,E0 1•,,,,TO Emezr>,,,,,a * :: . r - Toe;OF 4001 NC.
000.* .0001,. sow,* ,c,c,n*
.
:--I
-,-.--
' :', .4 r• ,, *f
A
14 ,•. •,-
-s.; ; •,
iii ifl i .1-
M/- IN _OO -,Z-,\ -- - P 0 L._.,N D./-....7 I C N -----)_.i---\ L.-.1 * ---\. • *• -4. qii- , - 411,40-41,12,...,ASAERA.L.A.
-N 331300 PEP P..As
----
- NT0 000405!E$3301.54,4' • -Cr 50.441E '/•44 4.r.0'
POOTNO
22137F
,
'I-I\ .57RONC.- WALL DETAIL
‘ , SC4..E.• '' • ,-ET'
,_ ,
I, 1
:18:'
.____ _ -. - - C4'4,PIC-re ® •,D,,3 POWElt ErGrIEPt.e.
-- 411111111.1111111111111111111\