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K. hael D. GreLyor
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Shellev ID 83274rml2c,
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FUTURES OF IDA, Ho, INC -9
BLACKF�OO ID 83221
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. 08 357:m=2420 Vol*
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FAX NO,
,. GENERAL STRUCTURAL NATES
A, CODO AND SPECIFtCA Tjoje
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E.
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3.
4.
5.
Intemationat Bujiding Gem (60 -- 2000 Edition
ACI 318-99 Bujji;Ung C6de Requirements fOr Reinforci�_d Concrete
CR51 Manual of ""tandard Practice -ft.-199.2 Fdwm
AITC limber Congfraction jdqnUal — 4th jEditioq
AN-S11AF&*'A Notional Design Sp&clfi
octioli (AfDS)
t3FSlrjN C0A UN11=0#m (FSF)
Aug. 13 2004. 01*27PM
& SUPA f0f Wood Const — l997 Edition
Root
a Snow Live Lcied 40
bill Roof Dead I_Wd 20
2. Luteral,Loadv
a. Basic 1Wnd Speed = 90 rrrvh, Exposure = C11 1.'Q
bo spismic Use GrOuP k Site Class = Dt
Saism'� Detign, Category � f�
FOUNDATIONS
14 Rearingpregsurls taken 0S 2000 PSF for errs umd wfOOU"A based on a sondy gravelQnd ar
gra (Tabte 18134.2, Class of Mata6afs 14). gotify Engineer if conditions encOan#erocct ore different,
2, Da not backfill fwndotim wags unfi7 supper# floor sAMMRIALS,�sfem fs j� PIOC& or r��#�f approwd by the Engineer;
5.
6.
7.
DimensioPol Lunibor
Wwd StW Fram gag
Laminated Vionter Lum
Concrete rc
Reinforcing Steel
Strac tural Rolf$
AnCher flolt,7
REWFORCED CONCRETE
FtQs. Walls & 8SM
calm a Slabs
9e & zwerim
�'2 Douglas Ffr
Stud Bode Uougias Fr
E = 19F6 PS!3p00 PS!4500 ASlASlbt A615
AStM A.307
A.3G Alin.
Concrete shop Ge of ready mix type cpafarming fo AStM C9q,
Z. ComP�Y wifh Aq Cold wrn,,. r .......,_ _.__.._ _ ......
- J06 �l�ruus rr Me t►�ea� d�if� ��p�e�#�rr� isexpe�ed
J. t0 &�i�w 447�" for 3 c� �ar� ���e, ive der , �'ld� r��a c���������ts�`fr�z�r���rrih.
���+���i- a!I ���►r�ss ��#� a��d�n� �� �$�! �t ��c3 �ee�rn�rrded Prc�c�-�ce dor �'vr�lu+�ti�rOf�prV8srvr� Tesf l�e�ts c��` �'���f c6r�fv (� 2#4�, �`ot�tt►� in #s t€� 1q� arers 0 f sicb c�c�rade s#�r�ll b� �T�r��d �r �r�����rd fcrn9t to exp � �et �� �,r►y dri�e��ic#ra.�hir�rr �nf�� ��n��r�t�f;,�.� ,:_
- ----•-,. �...«. ��.�f�, ��vor ,�e tocarea so as not to lrr��vr'r �h� s����#� a� �he �r�t'use. Onless.
noted the dnYwj'n'g6c�i� €���fi��rcemert# shall be ��r►�i
cnu�s through tha joints., Each
���r��fiar� �ir� f Shall k�ye�!
6. No c�umi�� prmkicts shall be embedded i� the C�cre#�Electrical c��#�it sfi��� &ff'oeyMic�--#teic,�rf Of O slpbs �dshall i�ave � � i��s i� �t��—chord ��� s�ct6 #,�i�k�t� l�eC! n t
?. Arid 2-14 retr�f�cing bars �►roun�! ulf ��1rir7gs (ujllcs's nr>ed Offi�ri��j �rr��l �x��rt� 3[1"
fhe corne�r of tir4� oper�in�rs, be
Unless a#��r's� Wt, reinforce all concrete wdls a,1 fo�IQws,
WALL HORIZONTAL VERTICAL
'�ZE REINFORCEMENTREINFORTACNT
i20 425, 0
TETON
3TRUC'Z'URAL ENGINEERS P. C.
136 S(WTH STATE S7k7T Ptt01J,4 (2w7_zfc'Q
sHEYCEr, IDAHO 8327a Pax_NEEEML� (2D8)-357-2419
OREEN
RESIDENCE
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FAX NO s
Aug. 13 2004 P
F REINFORCINO STEEL
I., All detaffing., fi�brjcatjon t�
�d placing �f �er`€�farcing bOrs shOl1 conform to the ACI Manual of
., Stcr?dcird PrOclide f0T DetQ&Y ReinfOrced Cwcrete StructureF (Avq J15). All reihfcrc'►t to
be suppvtod In the forms md gwed with ire of pidelk bar supporb�. Rein forceonent M'.
foot" 9s �;hatt }5e suppoOed on precast concrete biock supports cvnkrmin to the Concrete
Reinforc-Ing Ste4ol Institute Manual of Standord Pratike.
splice -1 6f rerrtforcment cf POWs Of mcxinnwm stress shall ba avoided wherewr possible, Min 4Ll���rr
fop for splices shall be 40 bar diameterg for masonry ond J(3 bar &Qmeters for concrete,
uniess otherwi-4re noted.
3.
All conb�uous renforcemnt shay t&MIncte With 90 degree rc!�iurtr Or hook or porato, comer bar.
4., All vertical retn(Drcement in catvmns and walls shall be dowf.mled from the foot,o or s#nrctvre
below withrear of the sgme size and spacingarequired above,
5. Minknum concr�te cover for reinforcihg bars shall be as speciffed In Building Code Reqjilrents
for Rethnforced Gonaete (ACI 318).
6. Welding or took wj0ding of reinforcing barO i$ PrOhibited unless specificafly approved by the Engineet
G, L UMBER
I. C"Ply wig thgV 7"obar Construction StondQrds of tha AInstitute of Nmber Constructim
Manual (AITC-65),
2. Do not notch imy structural woad member unless Aawn on the drowings:
J. Instoll and foll0w X11 monufacturers guidelines for En�ineered Wow mernb�,� ,��, s �praduc�.
-,..lJO NOT Kt;TCH OR CUT FLANGES OF FN& WOOD J MEMBE-R�.-,-
4. All
ncrrfs shO lye =Mroon wire noft Any nQis exposed ta wMhOr Or M&Sture 9;011 be
Of Stuinlws $tvef Or shall be giolvanized.
5. NWIng to -cdrtfto IBC Table 2jo4,Lgl unless noted otherwise (See N(3#ing Schedlulft),
6-, "Or*POrD16 naits should be dr;vv) perpendicular to thegran7 instead of toe nails.
7,r Where ted fa7dg to 3pfi#, holes for r►oe7s shall be bored a diameter- smd1a, than that of the noflgw
B. Plywood face g r�rin must be perpendicular to its st4pports,
9,F Wet use odhesr"a+es sha# be usod on vW Oulami mernbers subjOcfe. d to posshWe rrrorst�re co»ditr`a�s
!0, Roof trusses to b� d�����tt a�� �►t�xr�� by supplier to meet the d9 loads �h�r�r� i��ii����!
An
addition to any and all drifting loads,, w�t� loads � ��ti�r�rr�� l�t�� aid r�tF��r� l��ds ¢s
indicated on ftm'g picin, Submil dr�win�s and calculations for reWew�
11a 7hM thOnclwter to pmWde tnm to ft= ,00ntftlMtt deft
nwrcrvcscttFauLP
%m'" APA RotW 4P/2Q Roca Sheathing
No blocking required unless shown
on framing pkin. See typica/ detafi.
Use pone! cliper of unsuppwfed edges
SHEAR WAG(5;
See Shear Watt SchedulA-
19
End naiJin� Side nuilinig —
Interinediate nal7jr?g
H. D EFFARM s uftni T T
4L.g
U-st of deterred serbM1#tqjs (ShOP &awiftgs) that require Arct;ittcfr.1 a,dl,
&ngine�rtr3g #"4';rftb' and ttpprowi before fabficauon or installation begins:
Engjn61red Roof Trussw
GEJVERAL NOTES
i. Adequofe shoring and bi-clom g of all s
$hall be prok�djo�,d
trUltur,21 mbey$ dUrlr?g c.e)nstruC#janL
2. Argy PrePosed f!eld 00n Ah s s�QAlha� Pri� approycl ftm the Engineer
Jr COnfroctor Mali'i�e,�`f�► �' dknens;ons :n the ftel� Any varic��vrr from Af f�
drawings ShO# be brwjot to the elifentim 0-r the AN
0
knqineer.
TETON
STRUCTURAL
EN( -4I
"I" -V
NEERS P. C.
/��� aiff=i PHaVE 1 ��fP�S ����4�
a�'1 l�i4i�i� Y, IDAHO LI��f 74VZ ('2P8)-M7-,Z4jj?
6
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GREEN RESIDENCE
FEX-"% IDAHO
- -F, JmJ`r
E
FROM EI
4
11w
FAX NO. :
Rugw 13 2004 01:26PM P5
NoMs
7-- FpUNDATION SILL 9? SHAH. BE A SINGLE 2x NOMINAL
MEMBfR, WJ 2"x2'i;t�4a"'iNlCK PLATE WASHERS
2, ALL fX7ENlQR WALLS TO BEL9 ,
3. X DENOTES SlMPSS�FNSTAUED AS PER MANUF.
204250
TETON
STRUCTURAL ENGINEERS
1,M SWIW STA7F SMEFT PHOW (208)-m.357-2420
SHULEY� 10 -AHO 8j274
-FAX (208)-3,.57_24jg
GREEN RESIDENCE
. .....
REXBIIRCI, U1AHO
DATE:- OB—it—os 8Y: RRS -SHEET3 OF 4
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