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t b COORDINATE PREWIRE FOR TV, 5TERE�O,
-TELEPHONE AND SECURIT't'' SYSTEM WITH OWNER
❑ MECHANICAL SYSTEM TO BE DESIGNED BY
_ MECHANICAL CONTRACTOR TO MEET OWNERS
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TYPICAL ANGLE 15 450 UNLESS NOTED' OTFd�RWISE
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TABLE 6023(a)
AI
I/i6" 055 ONE SIDE V Bd NAI1_5 a3" OC EDGES
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Det
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-RAMING- NOTES
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1,
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PRONDE FIREBLOCKINCi, DRAFTSTOPS
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scale
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Det
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C. STUDS
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TOE NAIL
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4. ED
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CI.MMCiwf M WOtpWeM lwl llR'b
Vp ttpp pfCL NLLdLL1VU Nati AXGY
ccoel.w"ma ptvetwsiuLa ntaciawrs
owa tkxio wwra aawa:ar
NOTES:
I � :
6,•6,. T4._6. 13._10,. _ U._6" v -,�, ".
4181 -0 i
_ o - _ - _IL it 410-a 0 SL 410- V 5L _ - Ia
2 •n" 11 II —
f� 1 I=T It II I r^' 5' %7
6/0x610'
zre II If
JaL�` 8v (&;sk, SEDRUCM 3 w� ® BEDRUGhI [ I Ao 3 S tr
t B D UCJM � ull L-' n/3x1®i6 a �'I. unxl®16� m C j
•{{_?•
[DRYIH
-
11
y
276
If
` 5
_-• Rai a SHELF �� i,(' ✓
3'-4' S 3'.4" S. 6.,S
T I
PN
If
4'
12'•2` - '-1'- 7'-it"-1j'-2'-il" g• ' _ ----. - V � li � � "9 J��
I 1
�l—� 7/6 - 7/6 f� 216 810 31.14., x � •
_ ,y
{I }
if
16 if Tun, WR
if u IO 01I IAST3rox1�5 oDl
l I;
4x6 N AOLR I
�i'. ( fU 1116X5•!6
2!6.4. 2/6.4/0 ,,lrr�T 216
!l��..
� '
._.._ 20•_6' 6• 6' 1' l' &7L-- 1 .
1
-- 20••6'•
46 6"
SECOND FLOOIR PLAN _
Do Ater sc t•6E
1
` SEcoND FLOORI
vaTE,
6.1_03
sr,
RDC
scale
1/4"e I'-0"
Det
�—�C711P(?—�y171
j.
" Aw
• I " f ii VY' X 10" ANCHOR BOLTS - y '1 - - - -w • ..z ' ' e <z x�
40" OC. MIN. 2" ',3 �F ♦ ' '�,
EXTENDED ABOVE GONG.
I'
MOLD DORM 5GHtDUL
,- S ` \ •4 BAR GONTMOUB ATTOP.
2"
�IFOL SLOPEb"MIN5IMPSON HTT16 W/SSTB2D ANGI-OR BOLT DUB
VERTICALLYPOUR)
INSTALLED Q (2)2x STUDS (2 PLACES)
�
-
av ® 5IMP60N HD&A W/ SSTB28 ANCHOR BOLT CLEAN FILL Ia- MIN
$y, y INSTALLED 4X6 STUDS (4 PLACES) a ccAvcREre BTEMWALL 4 _
lA < I
i 'l —
"" : �•. ' "4.'tA
J
5H
/� Ji FOOTING TO BE ON UNDISTURBED SOIL 4" ROOF DRAM, TO STREET OR
f.� f� APPROVED STORM SEWER i
OR COMPACTED SAND OR GRAVEL
` � _ --'- - � � 16"X'1" PERIMETER FOOTINGS, - -
� WITH TWO •4 BAR AT BASE
INTERIOR 51RACED PANELS. PROVIDE �
BLOCKING AS PER DETAILS F/4 TYFIGAL FOUNDATION SECTION
!8' J!,a X. 8'CONC F'A� S
3
4" X 4" F05T3 1 ,
�r --- ----. 1 1/8" D BEAMS KING FORS
FOUNDATION NOTES 2" SPA
It FOOTINGE, ARE TO BEAR ON UNDISTURBED LEVEL SOIL
'DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS j ' I �-�� � `� �� �° � •'''. - -- � '
REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW IDE APPROVED
�w nSCREENED VENTS
° THE FINAL GRADE. - • REF.10-B
SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF; ! - - - - - - --•- - - Y _ - - - _ - - I STB T �� 2'
-- I
ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A II 1 - `----'--�
,
MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 959: - 11_ - _ " -' '--- - - - - = - - - - - - - - r^ r - ' '"✓ - - t - ' \q
R. r` .. _ (I ` - - - - - - -\� I M..,T• - __ `r• - C,
• CONCRETE• -BASEMENT WALLS 4 FOUNDATIONS _ e.T'.•11" it c i I ` T2C
• .,\ i �_. NOT EXPOSED TO WEATHER. 2.500 PSL t 11 ..a- `� _ _ `_ _ E AMS 3Z - - - - nj - __ - _ _•_ - - - - .
t •- GONG.BASE?ENT c INTERIOR 24"
_I
F � SLABS ON GRADE: 2.500 F'S1. W/
u it 'r SiOIPJDATlC�69 ' p ' � LVA•GL *tWO ! I'I - - - - EXPOSED TO WEATHER: ;"3.000 PSI. - - . '.• a -\} - _ 1 � - ^ �i'r.X- BEAMS - O.G a^ GGnGRETE St.AB { t1' _ _ <•
PORCHES, STEPS. CARPORT d. Jr'ra , >+, .. `..; , r I _ -- `/ v'-'` '"S ._ .._ - -„. _ - _ - .._ ._ _ - - - - - - - - - - - ,` i - -
TI T
` i p �II III1 4
SLABS EX OSED• TO WEATHER: • 3500 PSI i 2'•2,� ( L — — JF--J�Xs!/i1/2�” 4" X 4' POST I 1 I I I
�. Y• a" POST
I - w/9 "¢ 6�w ,a : I 1 - a
A3 PER U.B.G.iAPPB 26, TABLE A-26•Ai
a .
11 1 1___--- I
..
F''' AT Z .tT - '7 ( IB" DIA X S' i'�tRETE PADS ' III. (2X6 PONY WALL i
GONC�j2ET •>EA CONTROL JOINTS 5 - I I I (I Ib" XS FOOTING
tMAXI lhury9 9 Y. I I _ _ _ I I I
} „,
" {•`W" ,Y e fr f., .:.. „ , 1 1 4. a-{ �I- - - --B^ -• 1_ 1.' - - -. _ _ - __ _W '- _ - - - - i i r ^ �'•
GONG EcsS�C) S VE 3/4 W TOOLED JOINTS ),, i ! O } ' 'I 0" �I �" CONCRETE PADS
AT 5 r A01C
X I I IAV r I 1 LII __ a
EX c T`317Etci L�y� tE,4r-11 MUt'ofIsIN. I ! - --- — - ---� Ij---+-I------ffIlll ---- - ----
CkE,"ya. UG *t4E(Z'•rkL ERS. 33.•4,. - -
COVElkiE lRk`CF44WL, Wi BLACK"VISOUEEN" i 'I 1 Ila I { �r
f 3 0 '[5idt ' OR1Cp E `t0 HAVE 1/2 IN AIRSFAGE y l - I `H 24'X 24" GIXJG. P \- E =1 ,.
s 11 1 I I X +z FOOTING
NM/z• 1 I 114" X a*BEAMS 32" Or—
Tr$ d' ITN WIMUM ARING OF 3 M. - -
1 E€r[ 14r 6E II Lam. I GONG
A �C' .. G �G7 T,H teC*4C TE TO BE PRES50PE i „ ri II I 11•� - - - - - - �2
A , • T T . Rt�T TJ•1 55•,C-,
RS'DFING. OR EOUIV
Sr3s ryh (I I _1 FOOTING
- ^' t c — �q � r
,gyp � -
• e• P'RO ar r r:L" LRAINi�S PER SEC. 2910 0E<UBG. ...� _ x "•s L _ -".I _ I - - _ Lu
6.iii - 36"x36 `x12 ��CGNC. PADS 1 t 1 I 1
4'4�
W93, •4 REpAR E.u7. 'III' i I (I{I _----rI __ Y` •;a«.
—------7
r� ; aCk�24" X 24" GUMC. P
i I iNOTE: SCALE IS 1/8"-1 -" Ij
!F PRfNTED AT II" X 11.. 2'-a^
IL 24"
-_ -F -_I _ -_ - 111 e,rBEAMe32"oeji
I _ I
���
T
.. t, -. A.�#• SSTB STB i.� • ' SSTB 16 ( _
31•61 I3•-Sr.�_,...__-,___ �r L - - - - - - --I r ---
ITT 4PR�VJDE I5"X24" FOUNDATION ACCESS, �` ` ,� .,�••,�-. -". �. ���� _ _ _ _ 3
i, V)=RIF'V .LOCATION WITH OWNER. ' $—
ROYIDE< CU`SQ. FT- OF FOUNDATIO VENTING F02 I S.
` } 4 8
EACH (!Sm)f5a: FT. OF CRAWL SPACE AREA..L1Jrr
I(0"X8" VENTS W/ WELDED WIRE 1"161514 AS NOTED.
O'USi, METAL FASTENERS',' ALL POSTS TO �. STEP P.T.4X4POST ON
=FOOTING CONNECTIONS. � � , �� v � FO DATION
_ 12' GONG. PIER
i ! � � h� � W/SIMPSON EP044 q
St'101u1 `i) 2. T•_3r, j -_4r• l 4 " 2•-i' { PosT BAeE ON PLAN !
[PROVIDE ,BLOCKING AS PER TJI MFG. (NOT 20x0x0coNG.PAD
GAJ ALL NAILING TO BE IN COMPLIANCE W/ CARO : — --
` ; TABLE 602.3(a) ;
- s� AIAI61,v4 sGf�C�Gr� _ : FOUNDATION PLAN
6-I-03 err r !
V o"iQ'�x/iN�F%i 1 aim tl DRMN6Yr NO Ftvr
� - � - � "
as ���-� D •! _
V4"- 1'-0'
t -
4,0
¢'T
I
11
I
1
2'•6"
I'
NOTE 5:
❑ PROVIDE SOLID BLOCKING AT 8"-0' O.C. (NOT SHOWN).
❑ USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBER CONNECT
OINS.-�--i--
❑ USE 5IMP50N U210 JOISTS HANGERS e FLUSH BEAMS. i
❑ ALL NAILING TO BE IN COMPLIANCE U/ CABO TABLE 6023(a). i I
I I I
I
ROOF VENTING i
PROVIDE (1) 5Q. FT. VENTING FOR EACH 150 SQ. FT. ATTIC AREA. I 1 3 I
USE CONTINUOUS RIDGE VENTS AND SOFFIT VENTS AS REQUIRED. I 1
(8"X8" JACK VENTS MAY BE USED IN PLACE OF RIDGE VENTS). l
i
NOTE5
❑ USE METAL FASTENERS AT ALL BEAMS TO SUPPORT MEMBER. I
❑ SEE ELEVATIONS FOR FOOF PITCH. r I
❑ SEE FLOOR PLAN FOR DEADER SIZE.
❑ T:RUSS MFG TO VERIFY ALL D!MEA;S'ON4 Pi?IOfw TO TRUSS A55EMBL Y.
❑ PROVIDE 22"X30" ATTIC ACCES::. TO �'NY ATTIC AREA
WITH CLEAR HEIGHT GREATER THAN 30'. Ii
❑ ALL NAILING TO BE IN COMPLIANCE W1 CABO TABLE 602.3(a). i, 1
1
- 48'
i
72'-6,. 75•.6• 1 { I
L_
� �— -- - - -T,"'WCA-
12' E
'b IiIlIl \ pp.l
4XBIHEADER i' _ 4X9-1HEADER- ---------- .-��
—
318"DELKJNRATED OSi•S,
I Ii
V glil �4�bP� N re, TJ �LooR Jolsrs • 7+' __ i S� ^
-------
-
-IIf,- - - - - -- --- 4, ------------- -----
wva" TJ1 FLOOR JOISTS o 4" ��'
VI—— _ vt-. = I i ` 11,118" Til q JOISTS • 74" — _
L1/B" EGKING RATED F�" SPANS _ _ _ _ _ _ .- _ _. _ — _
---_____—_—____ �'� 19 ----EDF
• I i 19 I r
--------- ----- �ff��"^-------- - - - - --
T
, FLOOR J015TS o 24"
-----------\ t
II
1-1/0" DECKING RATED FOR 14' SPANS I ��{•� `�' " _ 1 — — --_ — — — - - - -- x.17/.i%T —
I I I - � I 1 T/8" TJI FLOOR JOISTS • 24"
I' „�, I 1
�Ir-'-�"--� — ---1 I 11°"— •_— ----IE — — — — — — — — —c --
________________ IIIL I I Ilm A, IN DELKMIG RA TED FOR 24" AN&
L°- - --V--
� -
-------------------- -- -sI >— --------i-------- ----
1L1/8^ TJI FL iJOiST o 24"
i a4rm 1 ``\ IIS
•; I
_�suppoxTC F• Ii h �J _j1 ----- --- - - - - - - - - - - - -
111/8" TJ1 FLOOR JOISTS 1 24"
r
_ _ II
4X0 HEADE 4X8 NEAP R .—
_------___—_—_--
— _ _ _ _ _ l
4X5 HEA R _________________
14'
48'
IWO
WEADER .. t -
HEADER_
- I I I
1 -�--- t -; -- -- I I I I t I I
{-----------
r--------------- I ----------=
T
- ---
-----------I
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—----------- -
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I i l
i
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--2x*12AFi I i I'i
-._ - f-- - - - - -'- ----------1 -
L--- — — — -- I T
G - -
WE R
__ pp• I � i
—— ------
ROOF I • RAM I NG -c FLAN -- —
1,4"_ r-0" CN47_ SGA -Ge)
p1��•� NOTE: 5GALE 15 1/8"=1'-O" IF--PRINTED_-AT 11 X 11"
31'1-4" O Y`/ E I � r I' A I I NLr! ,
PROVIDE SHEATHING AT TRUSSES UNDER
O1 --FRAMING WITH BLOCKING TO 2X6 "2DF-L
RAFTERS REQUIRED FOR e'-6" MAX SPAN .
OVER USE RAFTERS AS PER SPAN CHART
iRAFT E 5FAN CHA T,:
ASrUMED 25 PSF LIVE LOAD -6 DEAD LOAD
MAXIMUM Fq90flt PITCH 10/12.
02DF-L OR BETTgR s 2411 OC
2X& = S'-6" 2X8 = 12'-0"
2XIO = 14'-8" 2X12 = 11'-4
#2D9: -L OR BETTER e 16" CC
2X& = Il' -0" 2X8 = 14'-6" §
2XIO = 18'-4" 2X12 21'-0"
As -Built CAD Dra;tlnL3 �•
7080 GILHAM \ "
EUGENE, OR 91401 '^
PHLNE)FA%lSAU 338-BFh3
1M VIuuW pRaM Wq:[Y6Jw I �
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R!'IV.'YG! Mlp VFMMIOI M W! tl4%
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CLON.11MiLMORNK.OwY. •H!R'XKT '.
4•Y.q CLL90pMLtINp pq LH1Lq„M
CEILING J015T
5J=AN
CHART:
'. !'.`Edi. _o P ,.IVF i -CAD
A 0 P5F DEAD .LOAD%
02DF-L
OR BETTER 6
24" OC
2X4 =
2X8 =
1'-(D" - 2X6
12'-8" 2XIO
= 10'-0"
= 15'-8"
-
2X12
#2[)F -L
OR BETTER -
i6" OC
2X4 =
6-4" 2X(o
= 12'-4"
19'-0"
2X12
,B I t /t SNEAK WALL N,AII=IN% ROOF f;KAf"IIlNcTf 1
f/ s
jV p%a : ImLoak y�� sTS s/f 2�a/ doh i � PLAN'
aX,71rW&(S ACAZT IA172X rr WOWS,
SECOND FLOOR FRAMING 4tL myoF JesTs)
30 NaT 5CAle
lROVIDE
0 � � G'If e ��Q � � Bio BLOCKING AS PER DIOR 5ACED ETAILS F/4
a4tc,
10 671 10'belm -rfec�c = 5 "�`
HOUSE SECTION
N- - r.o• r
i
r
25 YR COMP ROOF
15" WATERNIEATHER PROOF
BUILDING WRAP. LAPPED -
1/16" COX PLYWOOD ROOF
SHEATHING, OR EQUAL
0d NAILS i 8" OC.
2X8 FASCIA AND RAIN GUTTER --' ,
2 X SOLID BLOCKIJfa Y 2X12•
SCREENED VENTS • 6'-0" Or -
3/01' (MIN) EXTERIOR PLYWOOD,
PAINTED. AT SOFFIT -
2X10 FLJST.
TYPE -X am f:�W/L7
UTILITY
GARAGE SECTION B -B
U4• " I'.p• a
i
LAP SIDING
r I5. 15UILDIWJ WRAP. LAPPP EDF
1/Ib" CDX PLYWOOD WALL SHEATHING,
OR EQUAL i0d NAILS • S" OC.
//--1/2" DIA X 10- ANCHOR BOLTS
AT 48" OC. MIN 2 BOLTS
PER SILL SEGMENT -USE
-- APPROVED IUASHERS
2X6 P -T, MUDSILL ON
NON-COMPRES518LE GASKET
�r
I
.1
- _ AWCH ZME CC P etOGFM6
IVENTED / 1� _
ATTIC ISUILDING WRAAP, LAPPPED
E )OF \,
PRE-ENGINEERED ROOF 1/2" COX PLYWOOD ROOF
TRUSSES AT 24" D.G. SHEATHING, OR EQUAL
10d NAILS • 8" OC.
R-38 FLAT CEILING INSULATI
I 2X4 INSULATION IP
0*7
FURS -
i TO MAINTAIN 1• AIRSPACE
+� I 2 X SOLID BLOCKING ' -
HIGH -HEEL TRUSS
TAIL, OUT TO 12" "
a S ?
DOUBLE 2X6 TOP PLATE '�� �-- 2k6 FASCIA AND RAIN GUTTER
\, AT % 374" (8'-03/4") \—
� ABOVE FLOOR DECK 2X12 SCREENED VENTS n 6'•®• OC
I/2" GYP$UM BOARD CEIL+I'.', +
WALL INTERIOR FINISH •- -
HORIZONTAL LAP 510I1110
SECOND LEVEL 15' WATERNIEATHER PROOF -
R-21 WALL INSULATION &11LDIN0. WRAP, LAPPED
112" GDX PLYWOOD WALL SHEATHING,
OR EQUAL
I
l!8" SHEET DECKING GLUED 2X6 WALL STUDS AT 16" O.C.
I AT JOISTS 1 JOIST TOPS .(TYPICAL / ALL EXT. WALLS)
JJ�� i
r i II 1/8" SERIE5350• WOOD RM JOIST
I
_ EXTERIOR
�..�' DOUBLE 2x6 TOP PLATE... "9
I AT 108 1/8" (9`•?%l/e') - -�
' ABOVE FLOOR DECK
F � V2" GTPSu1-I BOARD CEILING 1 � -
s�" WALL INTERIOR FINISH
s. ..
VAPOR BARRIER AT INNER F ; - /"—' HCR;ZONTAL LAP 510W. _
I -J OF ALL EXTERIOR WALLS OR
j 7 '
IS IAAPROOF
VAPOR BARRIER PAINT BUILDING WRAP.LAPPED
MAIN LEVEL ,
J
IR" COX PLYWOOD WALL SHEATHING,
= OR EQUAL 8d NAILS a b"EDGE, 12" FLO
I 2X6 WALL STUDS AT 16" OC.
R-21 WALL INSULATION /� (TYPICAL a ALL EXT. WALLS) '
11/8" SHEET DECKWG
i4X8 BEAMS 4 $2" O.G. - _
- IQ" DIA X 10• ANCHOR BOLTS _
AT 48. OC. MIN 2 BOLTS
R45 FLOOR INSULATION PER SILL SEGMENT -USE
HOT DIPPED GALV. WASHERS
'4 BAR CONTINOUS 4TTOP,
-- - AND •4 BAR AT 48" O.G. 2X6 P•T. MUDOILL ON _
VER71CALLY -(IF DOUBLE P ) NON-COMPRESSIBLE GASKET -
AAAA AAAA AAAAAnSLOPE b" MIN .4
1
GRAWLSPACE
LEAN FL I -_� , •
VENTED 1 UNI-HEATED
CONCRETE STEMWAL � l8" MIN
.�.xa-cam
6 M. BLACK "VI�AUEEN" MOISTU Ib"
BARRIER CN GRADE ,, \ 4" ROOF DRAIN, TO STREET OR
FOOTWG,TO BE ON LNDISTURBEO SOI \ APPROVED STORM SEWER
OR COMPACTED SAND OR GRAVEL \\_
16"Xl" PERIMETER FOOTINGS,
WITH TWO +W BAR AT BASE '
r'I'IGAL WALL SECTION
i
56!�, N41-1-ef J//. Z f �. Yi,wzz- sgc I&L-)
lb"=V-0" IF PRINTED AT 11" X 11"
I,
As -Built CAD Drafting
2080 GILHAN ,
ELGENE.OR 91401
PNONE/FAX (54U 338.8863
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NOTES-
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