Plans 5AN -26 -2000 0S: 37 ROWELL DESIGN 3, ENGINEER! (%3 400 (o Can T P.01
PAYTON ROWELL = " ' °r° , "
CIVIL— STRUCTURAL ENGINEER rAx, c5 Iva .
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j +ATRRAi.ANALYSYS
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April 10, 1995 Lft WATE ST4_ '-
• • 2130B Stock
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Alan Mascord Design Associates, Inc.
1305 NW 18th
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• Portland, OR 97210
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v 4332
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• O N F. tap
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IZEIIISIDDLCMLIMUULI
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],. D SCI ADAM AND RP! EASE
• HEREBY WAIVES, RELEASES AND RENOUNCES ALL WARRANTIES (EXPRESS OR IMPLIED), OBUOATION
L1ABLLIT7$$ OP PAYTON ROWELL (PERSONALLY AND AS CIVIL/STRUCTURAL ENGINEER) AND ALL OTHER
. RI r RS. CJ,AIHS AND REMEDIES AOAINSTPAYPON ROWELL. (EXPRESS OR IMPLIED) WITH RESPECT TO ANY
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ONFORMITY, UOROPER INSTALLATION, WORKMANSHIP OR MATERIALS.
P. •. • •.•.1:' .•. igNAI :..i. •JM.P: P., aQ '
PA ' N ROWELL SHALL HAVE NO OBUOATION OF UABA,TIT, WHETHER ARISING IN CONTRACT ( INCLUDINO
W ' ), TORT (INCLUDING ACTIVE, PASSIVE OR IMPUTED NEGLIGENCE) OR OTHERWISE. FOR LOSS OR U*.
fir` OR PROM, OR FOR ANY OTHER INCIDENTAL OR CONSEQUENTIAL DAMAGES.
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• ' IAN-26-2000 0636 ROWELL DESIGN & ENGINEER! P.02
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'JAN -26 -2000 08:38 ROWELL DESIGN & ENGINEERI P /
L AGTr SHEAR.UALL SCHEDULE 3 MO EKED UNLESS
NOTED OTWERIASE
Elm 1ALL GOVER FASTENER, • PANEL NTER`t •271AVT.
e lac ea eTws
MIL eor ALTA. rmsnurtmmrscrau ad GC4•PIO• • •• O G , 10
260 RATED ran, 6' OG D' OG. SLnraeLE Suo6 P.NAI kW
14' G 3d L M4JLF0 APPLIES TO EA
259 , °�, .aW 619E tit OR 14' 4. 04. 4' oz. 610E 474 NOT /MG
E( M)
tit ti SCREW DLOt7()I�G
t1 enr ArA• IIAA STAPLE 3 6 Ive LOTS R ' * woe
310 A RALLE W( GJar4►
® RATED IWO m
0' or., 4' oG
PARALLEL W( FRAMTi
,�., 9/37' "A. .• w 34' I41" G Aker •314•41.(9 NA OC S11Da
46t RATED GMYYi FULL r•NAI 4' OG a' oz. FO a4Y GA) P - IWL
►orAp P•NAII. (SEE •4g 4 EELOaI)
110 ", gay- RILL •• D.
7 oG. 0, OG 41. MM. REWIRED • ALL •
1 RATED aWTn 6TAGRD. PANEL JOINT,
ICAO I' -NAIL (SEE •!. OELOiU
M 5 )7' *PA 0)40'• ■ 74' 4 or.„
REWIRED • ALL PANEL JOQ4Te
924 RATED 6+ire FLLL ROMP. 0* ' OG. cow ..1024T5 EA. 619E OF WALL
• EACH afOE HEAD P•NAIL (ME DELOW)
• 'lA D A Oz- . +77 • O)40'• II 2 ' 7. 6X POST • EACH END OK WAILt
I ,540 RATED 6/471 F(LL ROUND• STA6l4D. 6 oz. STI10a AT ALL PANEL EDGES
EAGN 00E HEAD P.NAIL (SEE 11 «• DELOW)
• 1 ° ACIITY OLD
4OI�LN .SCHEDULE NOTES
i L s, R(. P•NAIL' • DESICAIATES A
ME! HOLDOUN FASTENERS L soCU•D•HEAD POLLER HAIL.
3. AO. Dar RIOR WALL* i usr HAVE
SPEC CONNECT DOT. B TO bar AP 3' R ANO
NOLDO4I4 FL►0 JST/Bf L/BLKYs (OR E4?)N. FASTENER) AT NAIL
Mo4a%rT
W REQUIRED 1W fed • 4 CAC.
6' or - EDGE Nan.* GET Musa tat
r 1) led C01 TUNE SUFSAGE OF THE OREAfl4WCr.
gra (TYPE '6' 41ALL • 760 PLF)
• 25(1) 36' LONCa • P4' 3. ANY FASTENER EAMO0E0 TO
4RATHER G((ALL SE GALVANIZED.
60 * Ct1$TR'x lIV (
116c2 CGCPION
1 9 a. "mow* OCCUR • EA END OF
0 49' LUNG NA AT EAC44 ENp EA. O•WALL 4 FASTEN TO MW. 4X
• Pee O.C. STAGRD. STUD. WALL two e•Aul SE
• . • $•CMgTO• OW I6d CCI"?104 EDGE NAILED TO 144.0'N STUDS.
'�' 1 ? W e0' LoNa NAILS AT EAG►4 ENV 5. EDGE NAIL ROOF AND FLOOR WM..
• 14 O.C. 9TAGRD. TO RIM JOISTwoLKG. 4 FASTEN TO
,� (74) 16d COMMON WAL R 11N SIM. pof T U. . 1r A •
�� isr17• NAILS AT EACH END ALWG TP
o • a FOR TYPET
• l* • OG. o' FOR TYPE 'D I E' SREARWALLS.
re► CLAP WALL PLATE* M 5 4 '.o'
■ 1 - mm 'FTA• T' (6) tie'• .4501 BOL CTU s ulrs) wd EA *IDE
•� CCK4 PL6GEA 6++EaRIIAL POT. ! 10
I v FRAM'G EIELOW 1W *0 • 4' OG
6HEARWALL OHTTS MAT EXTEND
i �� �� FROM DOTTOM TO TOP PLATES.
v BTWDl4RJ' 1981 160 SIN�CERS FASTEN NU0911.L Re 1W h'e X 10'
in! 454 (W7'e e7A91IE1NS OR 'MAW • MAX.
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(37) Ibd SINKERS sG• DC. REDUCE e4°Aan Air a FOR • • B' 0611441.4b. 0611441.4b. 32' FOR TYPE •G' AND
• • E ' WTR7 a GIf1PSC7•I •997 ®74 ANG110R COL 16• Oa FOR TYPE •O. I E• GI4NIIAL1.6•
# (V 1 f'4 A301 B S. EpUlvaLp4T HOLDO4N3. STRAPS.
• .100 'WO&A' a S ANC44 ON 55TB78' BOLTS. NAILS. ETC. DY OTWER PFR'9
Q JL4CNOR B OLTS • MAY BE EUDSTITUTEO FOR TW09E
OPEGIFIEO FROM %arrow +'.
1.460 pI (3) le•e A301 BOLTS gWEaTt4rrG ON SWeAAUTALLS SHALL
'WDBA a gft1P° '997078' of MTERIPTEO Br are WALL.
Q .0, ANCHOR BOLTS BUTTING MTO O4EAR&14LL
*IF (43 le•• A301 BOLTS I. DI CLDER TO YER•T ALL PIST&LLATION
, y Ago 'NOVA• 4 SI? IPSON '557878' R8D4IRIW'4ENTS PER `fIMPSOI4' CATALOG
• �/ (MIN, VIDEO 74') FOR ALL NOLOOW8sTRAP COMECTIGNE
■,NI (5) I•e 4301 BOLTS I N01 HOLDOWN REQUIRES MIN.
'Hp15 I ' ANGNOR BOLT WI 6X6. POST EACH END
. IZIE WEXWEADX
(MIN FTG IT'7B B•) W/ 3X STUDS 0 PANEL EDGES
LEGEND
At& DESIGNATES SHEAR PANEL AND I- IOLDOU.N WHERE 'SP' IS
'IV THE PANEL TYPE AND 'HD' 15 THE HOLDO.I.N TYPE.
Iv AT HATCHED AREA, PROVIDE 15/32' MN. PLYWOOD FLOOR/
CEILING SHEATHING W/ Sd COMMONS 0 6' O.G. AT ALL
PANEL EDGES 4 PERIMETER, 12' O.C. IN FIELD. BLOCK ALL
• 1 1k PANEL EDGES `uJ/ 2 X 4 FLAT. CPROVIDES 210 PLF)
APPROX. HOLDOU,N LOCATIONS mum= SHEAR WALL LOCATIONS
• • SIMPSON 'MSTI' OF EQUAL LENGTH MAY SUDST. FOR 'CMSTI2' I
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- USE MIN, 4X STUD EA- END SHEAR PANEL FOR HOLDOLL.N •
. - U.B.C. JURISDICTIONS REQUIRE TYPE 'C' THRU 'F' SHEARWALLS TO
• HAVE MN 3X P.T. PLATES AND MIN 3X MATERIAL AT FRAMING EDGES
RECEIVING EDGE NAILING TYPICAL AS DESIGNATED ABOVE. _ - - '
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• ' ' - JAN -26 -2000 08: 39 ROWELL DESIGN £ ENG I NEER I P.04
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• LATERAL CALCULATIONS
pRO]1+GT: 2 30 b r ?:sic: 4-( qc .
i i UPPEg FLOOR l`•Zd -
V1= ( i. ) = 2140 #/ (0 4 65 - \3 = Ha
= 2 ' 365 #
v3 = . ( 1 1- 0• 6� #i \c d \3 = g l PIA A
V 4 ' - - 1 1 4 8 6 ) . , 5 2 6 IA
#/ : 5. 7t G.-f- 8 r- 21 = t5. •
s
• a
V5_ ( ) = 17Z (o #1 _ 515 1 L ca►tiv
V V
V8= _ : ( ) = #1 _ = I PL..
- WON FLOOR + 13 zea> = G28
.. \3 -4 3-1 3,53,5
Ml = i . ( t12 - \\Z ) #+ 2,i40 # = 3783 #, 23 = V,0 r'I.I
M2- (L )- I-900 .#+ 526 #_3c(0 #/ 145 = g 1 }'I.I
V s4 2.33.1- z, 5 F6
M3 ' ) ( 112. )= 3 # G4t # = 23ic #/ 5,6 PL F:
6 _ 2 O
fig,;l Sk . I .- 5.542.5
4 = eZ t1 =24 �¢ 3886 . =(.050 # Gs,5 = 4- 4d . i§k
2 V5 •
M5 ,..2 2 �Z 11 = X 232 •+ V12 #. `V S8 # 2,l17�2,69 _ .7."1 Nl.l=.L&
N
� e,
1"rb ^ `qe (vi 5' ) = ( 3 #+ / # = ,/ # / zZ = / Nl.r
_ X5 •+ • _ • 61 = 2:17 - w
M8 = ( ) _ #+ # _ # / _ = I'Lf:
M9= ( )_ #+ #_ #/ = 1'1.1
a . Ml!_= __ ( )_ #+ . # #/ = ! � F
Ml1= ( ) = #+ _ # = U.I;
A • R V v - ' tvr.Fi
TOTAL P.04
Page 1 of 1
Rick:
The contractor has submitted revised plans for the garage, which have ben approved. Secondly, you requested
revised plans for a basement, there is no basement., The only thing the crawl is being used for is the placement
of heating and HWT. ?s call me
Bob Poskin
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file://C : \WINDOWS \TEMP \GW } 00001.HTM 01/28/2000