HomeMy WebLinkAboutAPPLICATION, MULT DOCS - 04-00190 - Rudd & Company - Storage ShedAPPLICATION FOR B1 04 0 019 0 Rudd/Storage
CITY OF REXBU.
Date of Applicatio 0 Q 0 3
OWNER
Name
Permit No. K - L) 3 - y I - 8.L—
Site Address cJ VI e V D h h b 4,0 1 bloc 15 4 ex
a TQW t 7
5 - 7Y.
Mailing Address Q p O C A P A U
Plan Check Fees
City /State /Zip X (A
�J
- C1 Z
Telephone/Fax/Mobile Dog ?54 3 3/ Cet) a 0 8 A - 4 - 19
CONTRACTOR
Digging Permit Fees
Name f//yy
Mailing Address 0
Water & Sewer Fees
City /State /Zip Z d ct k Fu g-S `q-0
Front Footage Fee
Telephone/Fax/Mobile —d 3 3
J
TOTAL $
�
PROJECT INFORMATION DEPARTMENT APPROVAL
Property Zone: Is existing use compatible with zoning, (screening parking, etc)
When was this building last occupied
Architect/ Engineer Firm Plan Name
Subdivision Lot Block
Circle One Residential Commercial Educational Government Remodel Other /Ohl(
f
Circle One New House Addition/Remodel to House New Commercial Commercial Remodel
Circle One Basement: None/ Finished / Unfinished Other: None/ Patio/ Carport/ Awning
N/A
Lot Square Footage Lot Width
Square Feet IR66 Garage Square Feet Number of Stories Height of Building
What will structure be used for: Home Home Business Apartment Commercial Other J
Will there there be an apartment? If so, how many uunits
Total Estimated Cost Are you in a flood plain A i
Signature of Applican /t- yt, )�1
Code
Building Permit Fees
5 - 7Y.
Zone o ��
"I �$
Plan Check Fees
Building Type
Plumbing Permit Fees
f �
SEP 3 �Q�
Digging Permit Fees
Water & Sewer Fees
Front Footage Fee
J
TOTAL $
�
Signature of Inspector,
Issued by
SUBCONTRACTOR LIST
Excavation &
Earthwork:
Concrete:
Masonry:
Roofing:
Insulation:
Drywall:
Painting:
Floor Coverings:
Plumbing:
Heating:
Electrical
SPECIAL CONSTRUCTION
(Manufacturer or Supplier)
Roof Trusses:
Floor / Ceiling Joists:
Cabinets:
Siding /Exterior Trim:
Other:
it-,
R
f �
Law Offices of
SMITH & HANCOCK
30 South 2nd West
Post Office Box 427
Rexburg, Idaho 83440
(Office) 208- 356 -5493 (Fax) (208) 356 -5496
Mary Smith (1935 -2002) J. D. Hancock
May 13, 2003
City of Rexburg Building Department
12 North Center
Rexburg, Idaho 83440
Re: h 9Wd p Vtw t of North 1 East
Dear Sirs:
It has come to the attention of my clients, Charles A. Hill and Jeanette Hill, husband and
wife, that Merrill Rudd is making plans to build some structures on land which he owns west of
North l s` East North of 2nd North. My clients are concerned that the placement of any buildings
on the South one -half of Lot 1, Block 15, would interfere with a recorded easement which they
have for ingress and egress over the. existing road right -of -way which lies over the South half of
Lot 1, Block 15, in the City of Rexburg, Madison County, Idaho, as per the recorded plat thereof
and also the land contained in the legal description to their deed, a copy of which is attached as
Exhibit 1.
This easement extends approximately 45 feet north of the property owned by the Mays
and runs west to the property owned by M -CO, Inc., an Idaho corporation, and then extends
south of M -CO Inc.'s, property to the property presently owned by Dirk Richards. The Hills,
Mays, M -CO and Richards, and their predecessors in interest, have continuously used this
easement for access to their properties for over twenty -five years. Since large transport trucks
with trailers and 40' trailers with machinery and equipment access this property and utilize
approximately 45' north of the Mays' property and the entire area to the west of the May property
and to the south of M -CO's property to turn around, deliver products and also to pick up
recyclable paper products, these individuals and entities do not want anyone to put any structures
on any of the easements which they have used and which they and their suppliers need to access
their respective parcels of land.
Copies of the deeds to the Mays, M -CO, Inc., and Richards are attached as Exhibits 2, 3
and 4. Each of the deeds preserve the easement for ingress and egress over the existing road
right -of -way which is used on a daily basis.
a
City of Rexburg Building Department
May 13, 2002
Page Two
Therefore we would request that the City Building Department do not issue any building
permits to Mr. Rudd which would any way infringe upon these existing easements. If you have
any questions, please do not hesitate to call.
Sincerely,
J. D. Hancock
JDH /mb
Enclosure
cc: Charles Hill
First American Title Company
GIFT DEED
THIS INDENTURE, Made and entered into this 26th day of February, 2001 by and between TED N.
HILL AND MARY LEE HILL, husband and wife, of P.O. Box 931, Rexburg, Idaho 83440, the party of.
the first part, and CHARLES A. HILL AND JEANETTE HILL, husband and wife, of 1347 Barney Dairy
Road, Rexburg, Idaho 83440, the parties of the second part,
WITNESSETH:
That said party of the first part, for and in consideration of the love and affection they hold for the
parties of the second part, their son and daughter -in -law, by these presents, does hereby give, convey and
confirm unto the said parties of the second part, as their sole and separate property, with the rents, issues,
and profits therefrom to remain sole and separate, the following described real property located in Madison
County, State of Idaho, to -wit:
Commencing at a point 216 feet 3 Inches East and 172 feet North of the Southwest corner of Lot 3 of
Block 15, City of Rexburg, Madison County, State of Idaho, as per the recorded plat thereof to the true
point of beginning and running thence East 155 feet 9 inches; thence North 95 feet; thence West 155 feet
9 inches; thence South 95 feet to the point of beginning.
TOGETHER with an easement for ingress and egress over the existing road right -of -way which lies over
and across the following described land:
The South -half of Lot 1, Block 15, City of Rexburg, Madison County, Idaho, as per the recorded plat
thereof. ALSO Commencing at a point 216 feet 3 inches East and 267 feet North of the Southwest corner
of Lot 3 of Block 15, City of Rexburg, Madison County, Idaho as per the recorded plat thereof to the true
point of beginning and running thence North 63 feet; thence East 205 feet 9 inches; thence South 40 feet;
thence West 50 feet; thence South 23 feet; thence West 155 feet 9 inches to the point of beginning.
TO HAVE AND TO HOLD, all and singular, the said premises, together with the appurtenances,
unto the said parties of the second part, and to their heirs and assigns forever.
IN WITNESS WHEREOF, The said party of the first part has, as aforesaid, hereunto set her hand
and seal the day and year first above written.
Dated:
Ted N. Hill Jf e Hill
STATE OF IDAHO )
ss
COUNTY OF MADISON )
On This day oft , in the year 2999; before me, a Notary Public
in and for said State, personally appeared Ted N. Hill and ary Lee Hill, known or identified to me to be the
person(s) whose name(s) are subscribed to the within Instrument, and acknowledged to me that they executed
the same.
Notary Publ' Idaho
Residin at
CormnisSion Exp es
Instrument # 280218
REXBURG. MADISON, IDAHO
2001 -07.11 01:23:00 No. of Pages: 1
Recorded for: FIRST AMERICAN LE
MARILYN R. RASMusa ee: 00
EX•OMNO Recorder W
5_ 1wY1G• H -5
AL.L I ANCE
.:01
ror Value Received
26859'7
WARRANTY DEED
STANLEY MAY
the grantor, does hereby grant, bargain, sell and convey unto
STANLEY R. MAY AND LAURIE A. MAY, HUSBAND AND WIFE
whose current address is
6783 ALBERT LANE
IDAHO FALLS, IDAHO 83401
W
the grantees, the following described premises, in MADISON County STATE OF IDAHO, to wit:
BEGP.r'NING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 15 OFTHE ORIGINAL
REXBURG TOWNSITE, MADISON COUNTY, IDAHO, AS PER THE RECORDED PLAT THEREOF
AND RUNNING THENCE WEST 20 10 FEET; THENCE NORTH 60.00 FEET; THENCE EAST 70.00
FEET; THENCE NORTH 16.00 FEET TIIENCE EAST 135.10 FEET; TIIFNCE SOUTH 76.00 FEET
,40 THE POINT OF BEGINNING.
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE EXISTING ROAD
RIGHT.-OF -WAY WHICH LIES OVER AND ACROSS THE FOLLOWING DESCRIBED LAND:
E THE SOUTH HALF OF LOT 1, BLOCK 15, CITY OF REXBURC, COUNTY OF MADISON, STATE
OF IDAHO, AS PER THE RECORDED PLAT THEREOF,
TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantees, their
heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantees, that he is
the owner in fee simple of said premises; that they are free from all encumbrances Except: Subject to all existing
patent reservations, easements, right of way, protective covenants, zoning ordinances, and applicable building
codes, laws and regulations.
and that he will warrant and defend the same from all lawful claims whatsoever.
SEPTEMBER
Dated: A21GIM 22 1 1997.
i
S LEY .
, l
STATE OFTD, COUNTY OF Bonnevilla
On this 22nd _d#yofAUVaVCM= September 1.997
bcforL me, a Witiry Public in and lur .aid state, perwntnlly
appcarcd
STANLEY MAY
blown to mft be & per." whose name is
subs.TiWil �'rne within intrm
uenu and acknowledged to
I me thst he c touted the saiinc
' �IMan I'uhhc. -
Rc,iding.a Idaho Falls ID
Comin Expires .JI /17/98 _
ias.:r
s
'2(;359'7
D 19A n d
268597 .._._ )
I
r *F:
4:1'.
RECORDATION RE
U.S. Bank National A
155S west Broadwal
P.O. Box 50160
Idaho Falb, ID 834
WHEN RECORDED
U.S. Batdt National.'
1555 west Broadwa
P.O. Box 50160
Idaho Falls, I!' 834(
�i
's
Llf3. E3/
THIS DEED OF T
HUSBAND AND V
"Grantor "), U.S. Bat
ID 83405 (referrer
ESCROW CORP., w
CONVEYANCE AND GI
of sale, to Trustee for the
together with all t
water, water rights and c
properly. including wnhc
(the "Real Property"
BEGINNIM
TOWNSITE
THENCE W
16.00 FEE1
TOGETHER
RIGHT-OF=
HALF OF L
RECORDED
The Real Property o
6ruMor presently asswn
Nhxe leases of the Prol
Rents and the Personal I
DEFINITIONS. T "e Ida
Trust shall have the mea
money of the United Sta
Beneficiary. The w
referred 10 as'L.ant
Deed of Trust. Th
assignment and so
Grantor. The word
ari LAURIE A MA
Guarantor. The v
connection with the
Improvements. Th
- mobre homes afPoa
Indebtedness. The
Larder to diseharg
logelher with intere
k Lender. The word'
Note. The word "?,
{ to Lender, together
f
1.1998
Personal Property.
by Grantor, and no
and all substitution
premiums) from an
Property. The won
Real Property. The
Related Dommenu
agreements, envlrt
doc umen ts, whelp
Rents. The wad
Property.
Trustee. The wad
THIS DEED OF TAUS
PROPERTY, IS GIVEN
GRANTOR UNDER TF
ON THE FOtLOVANG
PAYMENT AND PERFC
Trust as they become i
For Value Received J .: T n r r I lx° dna
r
d
TRACT I ..
Beginning at the Southeast';Corner of�Lot 1, Block 15 of
the Original Rexburg Townsite "t,Madison County,`Idaho,
as per the recorded plat',therof. and runnirrz thence
West 205.10 feet; thence.North 60.00:, feet; thence East
70.00 feet; thence North feet; thence East
135.10 feet; thence South 76.00 feet. -to the point of
beginning.'
t �
TRACT II:
Beginning at a point that is North 86.60 `feet and West
217.60 feet from the S6,utheas�F�.Corner•<of Lot ^ 1 `;Block 15
of the Original Rexburg TownAte Madison County,
Idahj; as per the recorded:R'plU there'of.` and arunning
thence North 37.20eet,';,thence West:`: 112.40 :feet';
, fthence -South 3 ? • �;
w ,k to
the point of beginn ng�,� "'R� n.�:
Together with un easements fo` ingress',' and egress ` over
the existing road right =of - way ,, 'which`.lies over and
across the ' , following *detscrib�d� landi%The South �,ba1f
of Lot ! 15, CiI of. "Rexburg,° County of Madison
e
i t State of Idaho, as pp plat thereof.:
l This easement for thehexisting road right -of -way
'3. applies to Tract I,'and Trac III,of ".this;agreeme
M -00. , Inc., an Idaho Corpo
i t
the grantee , whose current addres i,
the following described premises to -wit:
fit+ . get , i"�, �`�'.'. �+ :3 � • ;. ,
i„
M Mt Wk ,
nerd us and and .,wife
F SR ;� IL tr �,
the grantors , do, hereby grant,bargain� dell "snd convey,unto 1
and that the Y will waiTant and defend the same from all lawful clan w hata3oever ° }'
Dated: M 1, 1 9`
y d
i - t Fti 8 i h ' 'p�vl F, ✓z ti :,Mt "Y',
,a µfi dr�
;rye yuf ;. g�,{l,.* -I f 's }:; ' �` fi i s ; 1 � '}� ��,!:.' }� +•
J . Ga ner ��. x` F A a} WW Edna A, Ga _ rnet.
5 }
TO HAVE AND TO HOLD tht maid premise.-, with thP'r "appurtenances punto the said Grantee, ,
their heirs and assigns forever. And th. � :'� Grantors,¢ do s :: hereby " to and
with the said Grantee s , that t hey are the uwne2 ee. simpli bU 'Isaidp premises, that srid
premises are free from all incumbrances
,,..,•rt• nr I c71 � mr• nr. V r 4 r>'n r0TT'K nn 144.•
I..-t I
WARR ArT A
A'H`D:
;0P
TRACT I ..
Beginning at the Southeast';Corner of�Lot 1, Block 15 of
the Original Rexburg Townsite "t,Madison County,`Idaho,
as per the recorded plat',therof. and runnirrz thence
West 205.10 feet; thence.North 60.00:, feet; thence East
70.00 feet; thence North feet; thence East
135.10 feet; thence South 76.00 feet. -to the point of
beginning.'
t �
TRACT II:
Beginning at a point that is North 86.60 `feet and West
217.60 feet from the S6,utheas�F�.Corner•<of Lot ^ 1 `;Block 15
of the Original Rexburg TownAte Madison County,
Idahj; as per the recorded:R'plU there'of.` and arunning
thence North 37.20eet,';,thence West:`: 112.40 :feet';
, fthence -South 3 ? • �;
w ,k to
the point of beginn ng�,� "'R� n.�:
Together with un easements fo` ingress',' and egress ` over
the existing road right =of - way ,, 'which`.lies over and
across the ' , following *detscrib�d� landi%The South �,ba1f
of Lot ! 15, CiI of. "Rexburg,° County of Madison
e
i t State of Idaho, as pp plat thereof.:
l This easement for thehexisting road right -of -way
'3. applies to Tract I,'and Trac III,of ".this;agreeme
M -00. , Inc., an Idaho Corpo
i t
the grantee , whose current addres i,
the following described premises to -wit:
fit+ . get , i"�, �`�'.'. �+ :3 � • ;. ,
i„
M Mt Wk ,
nerd us and and .,wife
F SR ;� IL tr �,
the grantors , do, hereby grant,bargain� dell "snd convey,unto 1
and that the Y will waiTant and defend the same from all lawful clan w hata3oever ° }'
Dated: M 1, 1 9`
y d
i - t Fti 8 i h ' 'p�vl F, ✓z ti :,Mt "Y',
,a µfi dr�
;rye yuf ;. g�,{l,.* -I f 's }:; ' �` fi i s ; 1 � '}� ��,!:.' }� +•
J . Ga ner ��. x` F A a} WW Edna A, Ga _ rnet.
5 }
TO HAVE AND TO HOLD tht maid premise.-, with thP'r "appurtenances punto the said Grantee, ,
their heirs and assigns forever. And th. � :'� Grantors,¢ do s :: hereby " to and
with the said Grantee s , that t hey are the uwne2 ee. simpli bU 'Isaidp premises, that srid
premises are free from all incumbrances
,,..,•rt• nr I c71 � mr• nr. V r 4 r>'n r0TT'K nn 144.•
I..-t I
5 }
TO HAVE AND TO HOLD tht maid premise.-, with thP'r "appurtenances punto the said Grantee, ,
their heirs and assigns forever. And th. � :'� Grantors,¢ do s :: hereby " to and
with the said Grantee s , that t hey are the uwne2 ee. simpli bU 'Isaidp premises, that srid
premises are free from all incumbrances
,,..,•rt• nr I c71 � mr• nr. V r 4 r>'n r0TT'K nn 144.•
I..-t I
J. Ted Garner and Edna A.. Garner, husband' and wife
the grantor do hereby grant, bargain, sell and convey unto
M -CO: , Inc. , an Idaho' :, , 'Corporat l bn �P"'
the grantee , whose current address ra,
the following described premises, to -wit:
4:
247 N. 1st East
Rexburg, Idaho 83440
aye "i2 �. AE
TV
x x M i pS
Beginning at a point P .,,that i.s,allorth. 123.80: feet acid
West 217.60 feet from�the ,.Southeast' corner. of Lot'I 1,
Block 15 of 'the Origi.nad4;Rexbuirg,; Town site, - s Madison
County, Idaho, `as per�the' recorded';plat!.t:herof an'
running thence North'63 ".feet ;`.thence West`112.40 feet;
thence South 63 feet; ;thence East 112.`40 - .feet; to "
the point of beginning,
Together with an easement for ingress andegress�
over the existing road right - -way which lies
over and across the following.;.described land: , 'The°`
South half of Lot l y ,Block'.15 %, * City of Rexburg, County
of Madison,, State . of Idahoas: er tree 4ecorded 4ri'
Plat t h e r o f;�,
PC
-
f
a ;
F
TO HAVE AND TO HOLD the said premises, with their appurtenances unto the acid' Grantee
their heirs and assigns forever. And the said Grantor do '': ` hereby covenant to and
Ith the said Grantee S, that they are the owner in fee s,,.rple of said premises; ,that said
prernis -, are free frorn all incumbrances except matters of r, public ..record
and that t he y wil warrant an I do-fend the same from all lawful claims whatsoever.'
d: 98
Ted Garner
,,Edna A. Garner
. a
7:'°
m
LOW UW em
��� �PF i M d �7 t w:"'rf'��+�r !'� �i � �'h�
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A"
C-2 0-0-
t v"Orr tkm duly wands + " MgWA State of Idah "nhw. don beveby r k MK the W,
G rant_ ]Lrgaim !k-H and Cmvwm into
l
Iratur En 9
whose current address is 1990 South cola Road, Boise, ldaho,�, 63709
m
the CDI"im de-scro3ed teal estate. tomn -
3C at the SMC-JWANt'
TOOMite, 11""We Conk" ""a; 4wv tw te6or ! Plat tberaw sad
luming tbww_o West M.10 feeIame4mi 4o oo t ft m t% 70
feet; thence 40 114 11 -A� -- -
76.
00
feet to cw
he
Tog*tber with an JII
.... . . . . . . t&e existift rowd
rtgbt af—wy =17
M-Ame wvwT
AtIed, lasts ne
Sgmth boolf of tat azoA 1 1 &10 State of
w --77—
Idabo, as per the tecord"
TO"AN'EANDTOtfOLDthe sarid PftjW5.r.."f app Oft Uaft the said Graufte
heirs and
IN WITNESS 14 IlEytE()F, the GM!A", of ft &=M of Dire+cto� has
caused its mq pm ate unw to be, hmcw�, bY1!k�PvwidmW-md Or cwpa n* sad Ao be
i!Ti7 b, As Stcreury this
4*7 of Jkv 1949 1
an 14AIII Cwr watim
C04T Kip ►4L%Varqq
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V. ,!,t jAUG_ 11 '03_13: - SMITH&HANCOCK ATTYS- RXBRG, ID_ 01
July 22, 2003
To Whom It May Conceal,:
When we sold M -CO INC. their property, it was our intent that the land south of the southern,
cinder bloL.k building and west of'the blue steel building would remain. as road right -of.- -way
which would give M -CO INC. large truck access; through th4t large door on the west of t he blue:
building and large truck access to tl:t.e their land which :s west of'the two cinder block buildings,
The same road right - ovay which is to the no.rk vast of the property, we sold to Ted Hill and a
parcel sold to Ra,lpl, ,H,us.k.inson which i, D OW owned by Dirk Richards. This area was intended
to provide large truck access to their propertie, . We had the electricity, phone, and gas run
through this road right-of-way. It was also our intent that the grave road right which is
east of the two cinder block build.i.ogs we sold. to M - C - 0 INC., would rernain as road .night - - way
which would give M - CO INC. full access to the Brant of the two cinder block buildings. All of
the gravel road. right-of we-is incendcd to remain. as road. right -of -way.
1, r Garn r -r Edna A. Gacr�cr•
Date: 2 — Z— Z - � T _
Date:
STATE OF IDAHO >
> ss.
COUNTY OF MADISON >
Personally appeared bofb.re nie this 22.ud day of July 2003 the above -named J. Ted Garner and
Edna A. Garner to me known to be tb,e persoas M'w c;xceuted the foregoing statement which is
true and correct.
N Public
My Commission Expires. __7 /`.� as
0 1 iii 1 rlri 11/f/
AI !•
It►ffiI 1
M & J Rudd Company
209 Apache Ave.
Rexburg, Idaho 83440
August 19, 2003
City of Rexburg
Building Department
12 North Center
Rexburg, Idaho 83440
RE: Building Permit
M & J Rudd Company
Dear Sir:
For your information, the intended use of the building that I plan to build on the lot that I
own in Lot 1, Block 15, of the Original Rexburg, Townsite, is that it will be for the storage and
safekeeping of my own personal sporting equipment and other non hazardous items. It will not
be used for any commercial purpose. It will be available only to myself and other family
members.
k' U1-
Merrill W. Rudd
General Partner
u
c i l y 1
S � 9 eCISHE�
STATE OF IDAHO
P.O. Box 280
12 North Center Street
Rexburg, Idaho 83440
Phone (208) 359 -3020
Fax (208) 359 -3022
e -mail rexburg @srv.net
MEMO:
TO: TO WHOM IT MAY CONCERN
FROM: CHRIS HUSKINSON, FIRE INSPECTOR
DATE: SEPTEMBER 2, 2003
RE: RUDD SHOP BUILDING
TO WHOM IT MAY CONCERN:
Upon review of the site plan drawings submitted the following items need to be
addressed:
1. WATER SUPPLY: Adequate with existing fire hydrants.
2. Fire extinguishers will need to be provided. The size and type of extinguishers
depends on the type of occupancy.
Additional plans are required to complete an accurate plan review of this project. If
there are any questions please feel free to contact me.
z I
Chris Huskinson
Fire Inspector
edy o //
STATE OF IDAHO
www.ci.rexburg.id.us
P.O. Box 280
12 North Center Street
Rexburg, Idaho 83440
Phone(208)359 -3020
Fax(208)359 -3022
e -mail rexburg@ci.rexburg.id.us
9/2/2003
Melvin Rudd
M & J Rudd Company
209 Apache Ave.
Rexburg, ID 83440
Dear Melvin,
I have reviewed the plans for the Storage Building and have identified the
following discrepancies or questions:
1. The site plan does not show an easement on the West side. It has come to my
attention that the City of Rexburg is going to provide that easement. Please
get with the party who offered the easement and provide me with a recorded
copy. I have red -lined the site plan to show a 20' wide easement and a 10'
set -back at the back ofthe building from property line.
2. Our frost depth is 36 ". The plans identify the foundation to be constructed at
30" below grade. I have red - lined the plans to show a 36" minimum depth.
The structural notes on page SO.1 identify that the foundation design was
performed using the UBC. The design must be based on the 2000
International Building Code (IBC). Please provide the necessary information
from your engineer to clear up these problems.
3. The State of Idaho has adopted the 2000 International Energy Conservation
Code. If you plan to heat this building, please provide the necessary energy
evaluation to meet the Code.
4. I have attached a copy of the Fire Department review top the back of this
document. If you have any questions concerning the fire review, please
contact Chris Huskinson at (208)359 -3010.
Please provide me with the information as requested above. If you have any
questions, please give me a call at 359 -3020 ext. 324.
Sincerely,
Val Christensen
Building Official
C.C. John Millar
Chris Huskinson
M & J Rudd Company
209 Apache Ave.
Rexburg, Idaho 83440
August 19, 2003
City of Rexburg
Building Department
12 North Center
Rexburg, Idaho 83440
RE: Building Permit
M & J Rudd Company
Dear Sir:
For your information, the intended use of the building that I plan to build on the lot that I
own in Lot 1, Block 15, of the Original Rexburg, Townsite, is that it will be for the storage and
safekeeping of my own personal sporting equipment and other non hazardous items. It will not
be used for any commercial purpose. It will be available only to myself and other family
members.
mm A- W , Qil
Merrill W. Rudd
General Partner
PROJECT:
Rudd Shop
Madison Co Idaho
PROJECT No
CLIENT:
Dome Technology
DATE
August 19, 2003
SheetIndex
C ...............................
eG�STE\
9750
AUG 18 2003
* * * * * ** CONCRETE ARCH RIBS * * * * * **
LAST REVISION ON: FEB, 1994
FOR MORE INFORMATION, CONTACT :
Dr. ARNOLD WILSON (801) 378 -6326
368 C.B. CIVIL ENGINEERING DEPT.
BRIGHAM YOUNG UNIVERSITY
PROVO, UTAH.
PROJECT DESCRIPTION
TITLE a
DATE a
ADDRESS a
a
a
<<< INPUT DATA >>>
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
TWO HINGED REINFORCED CONCRETE ARCH RIBS
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
ARCH GEOMETRY :
RADIUS OF CURVATURE =
15.00
FT
RISE OF ARCH =
15.00
FT
SPAN OF ARCH =
30.00
FT
ANGLE OF ARCH FROM CENTERLINE =
90.00
DEG
THICKNESS OF ARCH =
1.00
IN
WIDTH OF ARCH =
12.00
IN
CONCRETE PROPERTIES
UNIT WEIGHT OF CONCRETE =
1.00
PCF
COMPRESSIVE STRENGTH OF CONCRETE =
18000.00
PSI
VOLUME OF CONCRETE ARCH RIB =
.15
CU.YD
YOUNGS MODULUS OF ELASTICITY =
.64E +06
PSF
LOAD CONDITION
DEAD LOAD OF ARCH =
.000
KLF
ADDITIONAL DEAD LOAD =
.005
KLF
LIVE LOAD OF ARCH =
.035
KLF
TOTAL LOAD OF ARCH =
.040
KLF
WIDTH OF TRIBUTARY LOADING AREA =
1.000
FT
NOTE POSITIVE MOMENTS IS INSIDE IN TENSION
NEGATIVE .......... OUTSIDE .........
THE ARCH ANALYSIS
RESULT TABLE FOR
TWO- HINGED
ARCH
RIBS
--- -- ----- -- ---- ----- - - - - -- ------------
(2) (3) (4)
- ----- - - - - --
(5)
---- --
-- ---- !--------
(6)
-- - - - - --
(7)
---------------------
(8) (9)
ELEMENT RUN /EDGE RISE /EDGE DELTA -X
-----------------------------------------------------------------
SHEAR TO
(4 x 51
MOMENT
(3 x 7)
RIGHT
MOMENT'
SIMPLE
X Y =m
OF ELEMENT
- -- - - --
INCREMENT
BEAM
(M x m) (m x m)
(ft) (ft) (ft)
(ft.k)
------------------------
(ft.k)
(ft.k)
0 .0 .0 .000
.944
.00
.0
.0 .0
1
.0
.3
.003
.921
.00
.0
.0
.1
2
.0
.9
.023
.897
.02
.0
.0
.8
3
.l
1.5
.046
.874
.04
.1
.1
2.2
4
.1
2.1
.069
.850
.06
.1
.3
4.2
5
.2
2.6
.092
.826
.08
.2
.5
7.0
6
.3
3.2
.115
.803
.09
.3
1.0
10.3
7
.5
3.8
.138
.779
.11
.4
1.6
14.3
8
.6
4.4
.160
.756
.12
.5
2.3
19.0
9
.8
4.9
.182
.732
.14
.7
3.3
24.2
10
1.0
5.5
.204
.708
.15
.8
4.5
29.9
11
1.3
6.0
.225
.685
.16
1.0
5.9
36.1
12
1.5
6.5
.247
.661
.17
1.1
7.5
42.9
13
1.8
7.1
.267
.637
.18
1.3
9.4
50.0
14
2.1
7.6
.288
.614
.18
1.5
11.5
57.5
15
2.4
8.1
.308
.590
.19
1.7
13.7
65.4
16
2.7
8.6
.327
.567
.19
1.9
16.2
73.6
17
3.0
9.1
.346
.543
.20
2.1
18.9
82.0
18
3.4
9.5
.365
.519
.20
2.3
21.8
90.6
19
3.8
10.0
.383
.496
.20
2.5
24.8
99.3
20
4.2
10.4
.400
.472
.20
2.7
27.9
108.1
21
4.6
10.8
.416
.449
.20
2.9
31.1
116.9
22
5.0
11.2
.433
.425
.19
3.1
34.5
125.7
23
5.5
11.6
.448
.401
.19
3.3
37.8
134.4
24
5.9
12.0
.463
.378
.19
3.4
41.3
143.0
25
6.4
12.3
.477
.354
.18
3.6
44.7
151.4
26
6.9
12.6
.490
.331
.17
3.8
48.0
159.6
27
7.4
12.9
.502
.307
.17
4.0
51.4
167.5
28
7.9
13.2
.514
.283
.16
4.1
54.6
175.0
29
8.5
13.5
.525
.260
.15
4.3
57.7
182.1
30
9.0
13.7
.535
.236
.14
4.4
60.7
188.9
31
9.5
14.0
.544
.212
.13
4.5
63.5
195.1
32
10.1
14.2
.553
.189
.12
4.7
66.0
200.8
33
10.6
14.4
.560
.165
.11
4.8
68.4
206.0
34
11.2
14.5
.567
.142
.09
4.9
70.5
210.7
35
11.8
14.7
.573
.118
.08
4.9
72.4
214.7
36
12.4
14.8
.578
.094
.07
5.0
74.0
218.0
37
12.9
14.9
.582
.071
.05
5.1
75.2
220.8
38
13.5
14.9
.585
.047
.04
5.1
76.2
222.8
39
14.1
15.0
.587
.024
.03
5.1
76.9
224.2
40
14.7
15.0
.589
.000
.01
5.1
77.2
224.9
SUM
- - - - --
-----------------------------------------------
1353.2
4500.0
CONCENTRATED
LOAD
AT EACH NODE
IS
=
.02 KIPS
HORIZONTAL
CORRECTION FORCE AT
FREE EDGE
_ -.30
KIPS
VERTICAL REACTION
FORCE
AT FREE
EDGE
_
.94 KIPS
<<<
TOTAL
FORCE AT EACH NODE >>>
---------------------------------------------------------------------
TWO-
HINGED ARCH
RIBS
ELEMENT
RUN /EDGE
RISE /EDGE
H x y
------------------------------------------
SIMPLE BEAM
TOTAL
TOTAL
TOTAL
MOMENT
MOMENT
MOMENT
SHEAR
NORMAL
(ft)
(ft)
(ft.kips)
(ft.kips)
(ft.kips)
(kips)
(kips)
0
.0
.0
.00
.00
.00
-.30
.94
1
.0
.3
-.09
.00
-.09
-.28
.93
2
.0
.9
-.27
.02
-.24
-.25
.91
3
.1
1.5
-.44
.07
-.38
-.21
.90
4
.1
2.1
-.62
.13
-.49
-.18
.88
5
.2
2.6
-.79
.20
-.59
-.15
.87
6
.3
3.2
-.97
.30
-.67
-.12
.85
7
.5
3.8
-1.14
.41
-.73
-.09
.83
8
.6
4.4
-1.31
.53
-.78
-.07
.81
9
.8
4.9
-1.48
.67
-.81
-.04
.79
10
1.0
5.5
-1.64
.82
-.82
-.02
.77
11
1.3
6.0
-1.81
.98
-.83
.00
.75
12
1.5
6.5
-1.97
1.15
-.82
.02
.73
13
1.8
7.1
-2.13
1.33
-.80
.04
.70
14
2.1
7.6
-2.28
1.51
-.77
.05
.68
15
2.4
8.1
-2.43
1.70
-.73
.06
.66
16
2.7
8.6
-2.58
1.89
-.69
.08
.64
17
3.0
9.1
-2.72_
2.09
-.63
.09
.61
18
3.4
9.5
-2.86
2.29
-.58
.10
.59
19
3.8
10.0
-3.00
2.48
-.51
.10
.57
20
4.2
10.4
-3.13
2.68
-.44
.11
.55
21
4.6
10.8
-3.25
2.88
-.37
.11
.53
22
5.0
11.2
-3.37
3.07
-.30
.12
.51
23
5.5
11.6
-3.49
24
5.9
12.0
-3.60
25
6.4
12.3
-3.70
26
6.9
12.6
-3.80
27
7.4
12.9
-3.89
28
7.9
13.2
-3.98
29
8.5
13.5
-4.06
30
9.0
13.7
-4.13
31
9.5
14.0
-4.20
32
10.1
14.2
-4.26
33
10.6
14.4
-4.32
34
11.2
14.5
-4.36
35
11.8
14.7
-4.41
36
12.4
14.8
- 4.44
37
12.9
14.9
-4.47
38
13.5
14.9
-4.49
39
14.1
15.0
-4.50
40
14.7
15.0
-4.51
Crown
15.0
15.0
-4.51
3.26
3.45
3.63
3.80
3.97
4.13
4.28
4.41
4.54
4.66
4.77
4.86
4.94
5.01
5.06
5.11
5.13
5.15
5.15
-.22
.12
.49
-.15
.12
.47
-.07
.12
.45
.00
.12
.43
.08
.11
.41
.15
.11
.40
.22
.10
.38
.28
.10
.37
.34
.09
.36
.40
.08
.35
.45
.07
.34
.50
.06
.33
.54
.05
.32
.57
.04
.31
.60
.03
.31
.62
.02
.30
.63
.01
.30
.64
-.01
.30
.64
.00
.30
LAST REVISION ON: FEB, 1999
FOR MORE INFORMATION, CONTACT :
Dr. ARNOLD WILSON (801) 378 -6326
368 C.B. CIVIL ENGINEERING DEPT.
BRIGHAM YOUNG UNIVERSITY
PROVO, UTAH.
PROJECT DESCRIPTION :
TITLE ; a
DATE ; a
ADDRESS a
a
a
<<< INPUT DATA >>>
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
TWO HINGED REINFORCED CONCRETE ARCH RIBS
+++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++
ARCH GEOMETRY :
RADIUS OF CURVATURE
= 8.00
FT
RISE OF ARCH
SPAN OF ARCH
= 8.00
FT
ANGLE OF ARCH FROM CENTERLINE
= 16.00
= 90.00
FT
THICKNESS OF ARCH
DEG
WIDTH OF ARCH
= 1.00
IN
= 12.00
IN
CONCRETE PROPERTIES
UNIT WEIGHT OF CONCRETE
= 1.00
PCF
COMPRESSIVE STRENGTH OF CONCRETE
= 20000.00
PSI
VOLUME OF CONCRETE ARCH RIB
= 08
CU. CU. YD '
YOUNGS MODULUS OF ELASTICITY
= 67E. 06
LOAD CONDITION
DEAD LOAD OF ARCH
= .000
KLF
ADDITIONAL DEAD LOAD
= .001
KLF
LIVE LOAD OF ARCH
TOTAL LOAD OF ARCH
= 128
KLF
WIDTH OF TRIBUTARY LOADING AREA
= .129
= 1.000
KLF
FT
NOTE POSITIVE MOMENTS IS INSIDE IN TENSION
NEGATIVE .......... OUTSIDE
THE ARCH
ANALYSIS RESULT
TABLE FOR
TWO HINGED ARCH
RIBS
--------------------------------------------------
(3)
(4)
(5)--
- - --
- - - - --
(6)
(8)
(9)
ELEMENT
RUN /EDGE
RISE /EDGE
DELTA -X
SHEAR TO
RIGHT
(4 x 5)
MOMENT
(3 x 7)
X
_
MOMENT
SIMPLE
----------------
------
- -Y
-m-
O ELEMENT
INCREMENT
BED
(M x m)
- - --
-------------------------------------
(m x m)
- (ft)
(ft)
(ft)
(ft.k)
(ft.k)
-
(ft.k)
0
1
.0
0
•
.000
1.622
.00
2
0
.2
.002
1.582
.00
.0
.0
.0
3
0
.5
.012
1.541
.02
.0
0
.0
.0
4
.8
.025
1.500
.0
.2
5
1
1.1
.037
1.460
.04
.1
•
.6
6
•
1.4
.049
1.419
.06
.1
.1
1.2
7
•
1.7
.061
1.379
.07
.2
.3
2.0
8
.3
2.0
.073
1.338
.09
.3
.5
2.9
9
.3
2.3
.085
1.298
.10
.4
.8
4.1
10
.4
2.6
.097
1.257
.11
.5
1.1
5.4
11
.6
2.9
.109
1.217
.13
.6
1.6
6.9
12
.7
3.2
.120
1.176
.14
.8
2.2
8.5
13
.8
3.5
.132
1.135
.15
.9
2.9
10.3
14
.9
3.8
.143
1.095
.15
1.1
3.7
12.2
15
1.1
4.0
.153
1.054
.16
1.2
4.6
14.2
1.3
4.3
.164
1.014
.17
1.4
5.6
16.4
16
1.4
4.6
.175
.17
1.6
6.7
18.6
17
1.6
4.8
.185
.973
.18
1.7
7.9
20.9
18
1.8
5.1
.194
.933
.18
1.9
9.2
23.3
19
2.0
5.3
.204
.892
.18
2.1
10.6
25.8
20
2.2
5.5
.213
.852
.18
2.3
12.1
28.2
21
2.5
5.8
.222
.811
.18
2.5
13.6
30.7
22
2.7
6.0
.231
.771
.18
2.6
15.2
33.3
23
2.9
6.2
.239
.730
.18
2.8
16.8
35.8
24
3.2
6.4
.247
.689
.17
3.0
18.5
38.2
25
3.4
6.6
.254
.649
.17
3.2
20.2
40.7
26
3.7
6.7
.261
.608
.16
3.3
21.8
43.1
27
4.0
6.9
.268
.568
.16
3.5
23.5
45.4
28
4.2
7.1
.27'9
.527
.15
3.6
25.1
47.6
29
4.5
7.2
.280
.487
.19
3.8
26.7
49.8
30
4.8
7.3
.285
.446
.14
�
3.9
28.2
51.8
31
5.1
7.4
.290
. .406
.13
4.0
29.6
53.7
32
5.4
7 .6
.295
.365
.12
4.2
31.0
55.5
33
5.7
7.7
.299
.324
_11
4.3
32.3
57.1
34
6 0
7 .7
.302
.284
.10
4.4
33.4
58.6
35
6.3
7.8
.305
.293
09
4.5
34.5
59.9
36
6.6
7.9
.308
.203
.07
4 . 5
35.4
61.1
37
6 .9
7.9
.310
.162
.06
�
4.6
36.1
62.0
38
7.2
8.0
.312
.122
.05
4.6
36.8
62.8
39
7.5
8.0
.313
.081
.04
4.7
37.2
63.4
40
7.8
8.0
.314
.041
000
.03
4.7
37.6
63.8
---- ----------------------
- - --
01
4.7
37.7
64.0
SUM
661.1 1280.0
CONCENTRATED LOAD
AT EACH NODE
IS
HORIZONTAL CORRECTION FORCE AT
FREE EDGE
_
.04 KIPS
VERTICAL
REACTION
FORCE AT FREE
EDGE
_
=
1.6 KIPS
1.62 KIPS/
0_ttjyf/
<<<
TOTAL
FORCE AT EACH NODE >>>
___ - -- - - --
- - - --
- - - -- - - --
TWO- HINGED ARCH RIBS
- -- --
--
ELEMENT
RUN /EDGE
RISE /EDGE
H
----------------------------------------
x Y SIMPLE
BEAM
TOTAL
TOTAL TOTAL
2
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
Crown
.0
.0
.0
.0
.1
.1
.2
.3
.3
.4
.6
.7
.8
.9
1.1
1.3
1.4
1.6
1.8
2.0
2.2
2.5
2.7
2.9
3.2
3.4
3.7
4.0
4.2
4.5
4.8
5.1
5.4
5.7
6.0
6.3
6.6
6.9
7.2
7.5
7.8
8.0
.0
.2
.5
.8
1.1
1.4
1.7
2.0
2.3
2.6
2.9
3.2
3.5
3.8
4.0
4.3
4.6
4.8
5.1
5.3
5.5
5.8
6.0
6.2
6.4
6.6
6.7
6.9
7.1
7.2
7.3
7.4
7.6
7.7
7.7
7.8
7.9
7.9
8.0
8.0
8.0
8.0
.00
-.08
-.24
-.40
-.57
-.73
-.89
- 1.04
- 1.20
-1.35
- 1.51
- 1.66
- 1.80
-1.95
-2.09
- 2.23
- 2.36
-2.49
-2.62
-2.74
- 2.86
-2.98
- 3.09
-3.19
-3.29
- 3.39
-3.48
- 3.56
- 3.64
-3.72
-3.79
-3.85
-3.90
- 3.95
-4.00
- 4.04
-4.07
- 4.09
- 4.11
-4.12
-4.13
-4.13
(ft) (ft)
MOMENT MOMENT
(ft.kips) ( ft.kips)
MOMENT SHEAR NORMAL
(ft.kinc)
- ips
.00
-.52
.00
-.08
1.62
.02
-.49
1.59
.06
-.22
-.42
1.57
.12
-.34
-.37
1.54
.19
-.45
-.31
1.52
.27
-.54
-.26
1.49
.38
-.6 1
-.21
1.46
.49
-.61
-.16
1.43
.62
-.71
-.12
1.39
.75
-.74
-.08
1.36
.90
-.75
-.04
1.32
1.05
✓Yl _
.00
1.28
-.75
11�/1`tiE+�
03
1.38
-.73
.06
1.21
1.56
.09
1.17
1.73
- .67
.11
1.13
1.91
-.63
.13
1.09
2.09
-.58
.15
1.06
2,.28
-.53
.17
1.02
2.46
-.97
•18
.98
2.64
-.41
.19
.94
2,.82
-.34
.20
.91
2.99
-.27
.20
.87
3.16
-.20
.21
.84
3.32
-.13
.21
.60
3.48
-.06
.20
.77
3.64
.00
.20
.74
3.78
.07
.19
.71
3.92
.14
•19
.68
4.04
.20
.18
.66
4.16
.26
•16
.64
4.27
.3 1
.15
.61
4.37
.31
.14
.59
4.45
.41
.12
.58
4.53
.45
.11
.56
4.59
.49
.09
.55
4.'64
.52
.07
.54
4.68
.55
.05
.53
4.70
.57
.03
.52
4.72
.58
.01
.52
4.h2
.58
- .01
.52
.58
00
.52
/\A
-:F �Y
C
SystE7n Of" 1U 4 cr r. 4 .m.��a
Mki -iziu {�il�x- ne�rton# mm
sea kIiog+amtkg) stlaa -ae oA' aeg,Cx
System Of :UA1tE - i:ength
Time 11GD7 �O"C
th -am (milli - newton ) . mm
Yiev d svitr_h turned
sea kilogram {Ica milli- newton' deg .K -
OFF.'..
Model file changes saved
file £:\ksnansection.�afl
Area
P =in. moment of. inertia .Y
0. 57.599:91
3.4880.42
Prin. mmosent of inertia Z
1.563284
Shear ratio Y
4_7D9•
Shear ratio Z
2.371
Torsional constant
.
0 000489299
Harping < constant
02681868
Harping restraint factor
0.0
Eccentricity Y
1:301026
Eccentricity Z _
0:4886245 '
X centroid location
6.067333
Y centroid location
1.359331
% shear center location
5.657213
Y shear enter location
0..03146726
j
-1
X oentroid location 6.05806
F centroid location 1.43396
% shear center location 5.658363
F shear center location 0.003393341
(f
i7
0
.
�s
,v
Company ECI Engineering Consultants
Designer Markell
Job Number: 02232
August 15, 2002
11:39 AM
CheckPri R%,-
6-11 VC ►V a wemper Jection Forces
Member Label Section Axial Lc Shear v -v Lr.
RISA -3D Version 4.1 [K: \Data2002 \02232 \36 span.r3d]
Page 1
i •
Company ECI Engineering Consultants
Designer Markell August 15, 2002
Job Number: 02232 11:39 AM
Checked By:
EnVeIODe Mpmhor ca..f:,,., __ _ _ ,
Member Label Section Axial Lc Shear v -v I r. cnonr
—ol -ou version 4.1 [K: \Data2002 \02232 \36 span.r3d]
Page 2
Company ECI Engineering Consultants
Designer Markel[ August 15, 2002
Job Number: 02232 11:39 AM
Checked By:
FnValnno
Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc
(K) IKI 1� 41
MW
III
RISA -3D Version 4.1 [K: \Data2002 \02232 \36 span.r3d]
Page 3
1 ?,
PLo1" PL
AA f qu D C M PA A/Y
LoT c 19 10 J a5
-5 c, tO NE sr coRNf R
N
n
5 .
GENERAL STRUCTURAL NOTES
GENERAL REQUIREMENTS CONCRETE
1. THE PURPOSE OF THESE DRAW94S HEREIN IS PRJU,RLY 10 WORD A MIST MAJOR I. WNUMLN 28 DAY SMENGTL
STRUCTURAL FARURES AND LOSS OF LIFE. HOT 10 UNIT DAMAGE OF MAINTAIN FUNCTION. SUB ON GRADE A FOOTINGS .2500 P9
WAMUM WATER CEMENT RAIN) 0.50
2. THESE DRAWINGS HAVE BEEN PREPARED USING STNDARDS O PROFESSIONAL CARE ND
COMPLETENESS NOPJINLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTA61E STRUCTURAL
ENGUEERS N THIS OR 9NILAR LWdITIES. THEY NECESSARILY ASS THAI THE WORK DEPICTED
WILL BE PERFORMED BY AN EDPEREM CONTRACTOR AND /OR WORKMEN WHO RAVE A WORKING
KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AD OF 14DUSMY ACCEPTED
STANDARD 6000 PRACTICE AS NOT EVERY CONDITION OR ELEMENT 6 (OR CAN BE) EXPLICITLY
SHOWN ON THESE DRAWINGS, IT 6 INDERSTOOO THAI THE CONDUCTOR RAIL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPTUCJTLY SHOWN
1 TINSE ORANGE REPRESENT TN FINISHED STRUCTURE THEY W NOr RWR THE METHOD OF
CONSTRUCTION. THE CONTRACTOR SRU BE SOLELY RESPONSIBLE FOP, CONSTRUCTOI MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, IT SHAT BE THE CONDUCTOR'S
RESPONSTEUTY TO DESIGN AND PROVDE ADEQUATE SHORING, MNG, FORM -11M. ETC- AS
REQUIRED FOR ME PROTECTION OF LEE AND PROPERTY DOPING CONSIRUC104. CONSTRUCTION
WATERWI5 SHA BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN NNE LOAD PER SQUARE FOOT AS
STATED HOCH IS
NOT IXCEEDEO. M91S TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT
INCLUDE NSPECT0 OF THE ABOVE ITEMS.
CONCRETE SLUMP .. . 4 WC ES
WNUMUM Of SINKS OF TYPE I CEMENT PFR CUBIC YARD . 5.75
7 OF AIR ENTRAINWENT fit AT EXIERHR CONCREE
3'n AT 14TEPIOR CONCRETE
2. CONCRETE MIXES 9*1 BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE
EHGREER
3, All CONCRETE SHALL BE REGULAR, WEIGHT DF 145 POUNDS PER CUBIC FOOD USING MARCROCK
AGGREGATES CONFORMING TO ASHY C33. WAFER STIAL BE GRAN AND POTABLE.
4. PORTLAND CEMENT SHALL COEORI TO UBC STANDARD 19 -I.
4. THE CONTRACLOR SHALL BE RESPONSIBLE FOR All EXCAVATION PROCEDURES 21CLUDNG NOTING
AND PROTECTION OF ANAG.M PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH
SINE LOCAL BUILDING DEPARTMENT, A WORK OU CU451RUCIIM SHA COMPLY WITH ALL
A'%1f.A16f ENDING CODES. REGULATIONS AID SAFETY REOUREMEITS.
5. T CONTRACTOR SHAL BE RESPONSIBLE FOR VERIFICABON OF ALL DIMENSIONS, CONONONS AND
ELEVATIONS WIN ARCHITECTURAL DRAWINGS PRIOR 10 START OF CONSTRUCTION, THE CONTRACTOR
SHALL INFORM THE AR09ECT NI WRTINC OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE
ORAWNS. ANY SUCH OSCREPANCY, OMISSION, CR VARIATION NOT REPORTED BEFORE START OF
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHERE DISCREPANCIES OCCUR
N TFSE DRAWINGS. NOTES AM DETAILS ON DRAWINGS NULL LICE PRECEDENCE OVER GENERA
STRUCTURAL NOTES ONO TYPICAL DETAILS.
6. WHERE REFERENCE IS MADE TO VARIOUS REST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL
BE TIME LATEST EDRDN AO /OR ADDENDA
7. OPFIONS ARE FOR CONTRACTOR'S CO VEMENCE. F ANY OPTION IS USED, ME CONTRACTOR SHALL
USE THE LAESf EDITION AND /O ADDENDA
8. NYPICAL DETALS AND NOTES SEAL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC
LOCATION ON PLANS. WHERE NO MINES ARE SHOWN, CONSTRUCTION SHA CONFORM TO SIMLA
WORK ON THE PROJECT. DETAILS MAY SHOP! MY ONE SIDE OF CONNECTION OR MAY OMIT
N'FO MATDN FOR CINBTY.
9. ESTABLISH AND VERIFY All OPENINGS AND RISERS FOR NRCNDECIURA, MECHANICAL, PLUMING AND
ELECTRICAL WTH APPROPRIATE TRADES, DRAWNGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
10. AL INSPECTIONS REQUIRED BY THE BUILDING CODES, LOCAL RUCK DEPARTMENTS OR BY THESE
PUNS SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BINDING
DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION, UNLESS
SPECIFICALLY CONTRACTED FOR.
It SHOP DRAWINGS SHALL RE SUBMITTED FOR AL STRUCTURAL ITEMS. SHOP DRAWNGS ARE REVIEWED
ONLY FOR GENERA. COMPLIANCE WITH THE SFRUCTURAL DRAWINGS. REVEW DOES NOT INMATE
THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBNTY FOR CORRECTNESS SHALL
RfSf WITH THE CONTRACTOR. ANY CHANGES, SUNSTTUR AS, OR "DONS FROM CONTRACT
DRAWINGS SOUL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED
APPROVED AFTER ENGINEERS 1 441 UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE SDP
DRAWINGS W NOT SUPERSEDE OR REPLACE ME ORIGINAL CONTRACT DRAWINGS. ANY E14WERINC
PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAN THE SEA. OF AN APPROPRIATELY
REGYSERED ENGINEER SSEDCo SWIRL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING
DESIGNS PERFORMED BY THE OTHERS. ALLOW 5 WORKING BAYS FOR THE ENGINEER'S REVEW. ONE
COPY OF EACH SUBMITTAL WILL BE RETAINED FOR SSEDCo RECORDS.
t]LVLaf enlivrra�
I. G"MC BUILDING CODE... ... ............. 2000 IBC
2. GRAFY DESIGN:
ROO
DEAD ...... ... .. 4PSF
LIVE ...... .. .35 PS
I. FOUNDATONS WERE DESIGNED WITH AN ALLOWABLE BEARING PRESSURE OF 1500 PST FROM THE
THE 1997 INC. IN THE EVENT THAT CEOIECMNIGV. DATA IS NOT PROVIDED SSM WILL NOT
ASSUME LABILITY FOR ENGNEERNG EXPERTISE NDRIMALY PROVIDED BY A REPUTABLE GEOTECHNICA
4. ALL FOOTINGS SKI BEAR BELOW GRADE AS INOCAIFD IN THE GENERAL STRUCTURAL NOTES
BASIS OF DESIGN. GRADE 6 DEFINED AS FOP O SUB FOR INTERIOR AND PERIMETER FOOTINGS,
INEWOR FOOTINGS, AND LOWEST AWN CONTACTED SWUM (PAD GRADE BEFORE
IANDSCAIN(3) OR NATURAL GRADE VITMN 5 FEET OF BULDNG FOR PERIMETER FOOTINGS. GRADE 6
DEFINED AS TO' OF EXTERIOR PAYING OR CONCRETE WHERE EXTERN PAYING OR CONCRETE 6
PERMANENTLY LOCATED DIRECTLY ADJACENT TO BUILDING NO EXTENDS AT LEAST 5 FEET FROM
BULONG. FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE FROM LOOSE DENS, STANDING WATER.
OR UNCOMPACED MATERIAL AT TIME O CONCRETE PLACEMENT,
3, CONVENTIONAL CONCRETE SUBS ON GRADE FOUL BE SUPPORTED PER ANY GEOECHNICA
RECOMMENDATIONS. F01 WME%AL SHOULD BE MOISTENED, BUT HOF SATURATED JUST PRIOR
f0 PLACING CONCRETE CAE SOUL BE TAKEN IN PULING SLABS ON GRACE 00 NOT
MUD FILL MATERIAL
5. CONCRETE MIANG, PLACEMENT AND QUALITY SHALL BE PER UK SECTION 1905 AND UBC STANDARD
19 -3. MECHANICALLY YBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE OR ON
COMPOSITE STEEL BECK NEED BE VIBRATED ONLY AROWD AND UNDER FLOOR DUCTS OR SIMUR
ELEMENTS. REMOVE ALL OEBRIS FROM FORMS BEFORE PLACING CONCRETE. CONCRETE SHALL 1401
BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS AND COLUMNS) SO AS TO CAL E
SEGREGATION OF AMCATES. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. CARE
SHALL BE TAKEN IN PLACING SUBS ON GLIDE HOT TO DISTURB NIL MATERIAL.
6. ALL ITEMS 10 BE CAST N CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, AWES,
SLEEVES, ETC, SHALL BE SECURELY PMONED IH THE FORMS BEFORE PUCNG THE CONCRETE.
7. CONCRETE SLAB ON GRADE CONTROL JOINTS NULL BE AS SHOWN ON THE FOUNDIBON PLAN,
WHERE CONTROL ANTS ARE NOT SEDAN ON PLANS, All CONCRETE SUBS ON GRADE SOUL BE
BOUNCED BY KEYED OR SAW -CUT CONTROL ANTS SUCH THAT THE ENCLOSED AREA DOES NOT
EXCEED 400 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EIIGED DURING
POURING. AL OTHER JOINTS MAY BE SAW CUT.
8. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE r0 COD OR HOT WEATHER IN
ACCORDANCE WITH ACT 305 AND 3%
DDIAICnDf1A1L RCCI
I. REINFORCING SIEIl SUll CONFORM TO THE REOOREMENLS O ASTM A615. REINFORCING SHALL BE
GRAM 60 (IX = 60 KS) DEFORMED BARS FOR All BARS 14 AND URGER AND ALL BARS USED
FOR CONCRETE WALLS. REINFORCING WAY BE GRADE 40 (FY = 40 K9) DEFORMED BARS FOR All
BARS 13 AND SMALLER UNLESS NOTED ONERMSE ON PUNS OR DETAILS. All REINFORCING TO BE
WELLIES SHALL BE ASTM A706, GRADE 60 ALLOY INFLOW SEE.
2. AL DIMENSIONS SHOWING THE LOCATION OF REWFORC94C STEEL NOT NOTES AS "CLEAR" OR 'CLR"
ARE f0 CENTER OF STEEL MINIMUM COVER FOR NON- PRESTRESSED CONCRETE REINFORCING SHALL
BE AS FOLLOWS, UNLESS NOTED ODIERINSE ON PLANS OR DETAILS'.
EXPOSURE CONDIBON: COVER, TOLERANCES:
CONCRETE CAST AJJNSf AND PERIANdNTLY
EXPOSED TO EARTH: 3" 3/8'
CONCRETE EXPOSED TO EARN OR WEATHER 2" 3/8"
CONCRETE NOT IMPOSED TO EARIH OR WEATHER: 1 1/2" 3/8"
3. LA SPLICES O REINFORCING STEEL N CONCRETE NEWS, SLABS AND FOOTINGS SHALL BE
ACCORDING TO LEG SECTION 1912 OR LAP SCHEDULE WHERE PRESENT, UNLESS NOTED OTHERWISE.
STAGGER SPLICES A MAXIUM OF ONE LAP LENGTH. NO TACK WELDING O REINFORCING BARS
ALONED. LATEST ACI CODE AND DENLING MANUAL APPLY, PROVIDE BENT CORNER BARS TO
MATCH AND LAP WIN HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER PPICA DETAILS,
VERTICAL WALL BARS SHALL BE MD AT OR NEAR FLOOR LINES, SPLICE BURS TOP OARS AT
CENTER UNE OF SPAN AND BOTTOM BARS AT THE SUPPORT N SPANDRELS, BEAMS, GRADE SEAMS,
ETC_., UNLESS NOTED OTHERWISE.
4. MECHANICAL STAKE COUPLERS ALL SH HAVE CURRENT ICED APPROVAL AND SHA HE CAPABLE OF
DEVELORNG 1252 OF ME STRENGTH OF THE BR.
5 WELDING OF REINFORCING RUTS, META. KSERIS, AND CONNECTIONS SHAM CONFORM WIN UBC
STANDARD 19 -2, AND SHAT BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DEALS.
AL REINFORCING SHALL RE BENT COD. FUNS SWLL NOT BE UN -BENT AND RE -RENT.
6. REINFORCING BAN SPACING SHOWN ON PLANS ARE MAXIMUM ON CENTERS. All DRS FALL BE
DETAILED AND PLACED PER CBS SPECIFTCAIXNS AND HANDBOOK. DOWEL All VERTMA REINFORCING
TO FOODATON. SECIIREY BE ALL BARS IN LOCATION BEFORE PLACING CONCRETE
STRUCTURAL STEEL
I. STRUCTURAL STEEL MEMBERS SHALL CONFORM ITH THE FOLLOWING STANDARDS AND MATERIAL
PROPERTIES UNLESS NOTED OTHERWISE:
AFrRC�:.A
ICI
SHAPE
s
ff
OTHER STANDARD STEEL SHAPES
ASRJ A36
35 KSI
BARS k PLATES
ASIM A36
36 KSI
NOT GAUGE STEEL
GRADE A B, C. 0
30 ICS
2 ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE
WITH ADC SPECIFICATIONS FOR THE DESIGN, FABRICALM AND ERECTION O STRUCTURAL STEEL FOR
BUILDINGS LAMEST ENRON.
A /Ci�� pN o o c
STANDARD ABBREVIATIONS
DATE
AFrRC�:.A
ICI
AMERICAN CONCRETE NSNfUTE
RISC
ALEPoGII NSDME OF STEEL CONSTRUCTKN
• /
, t
AMERICAN RAM STANDARDS INSTITUTE
ARCH
5
T. �A�� 7
ALL
ARIWOE
ASTM
13
17
T AL
BRIG
[
t. ER .f�3
CHANNEL
0 5 .
7 '5-
CUR
GEAR
cot
COLUMN
CONC
CONCRETE
CONT
CONTIUWs
CIA, OR o
STANDARD ABBREVIATIONS
AB
ANCHOR BOLL
ICI
AMERICAN CONCRETE NSNfUTE
RISC
ALEPoGII NSDME OF STEEL CONSTRUCTKN
NISI
AMERICAN RAM STANDARDS INSTITUTE
ARCH
ARCHITECTURAL
ALL
ARIWOE
ASTM
AMERMJN SOCTLY FOR TESTING AND MATERIAL
BUT
BOTTOM
BRIG
BEARING
C
CHANNEL
E
CENTER MINE
CUR
GEAR
cot
COLUMN
CONC
CONCRETE
CONT
CONTIUWs
CIA, OR o
CAAETER
DWC
DRAWING
Ef
EACH FACE
ELLV
fdVAINN
E0
EQUAL.
EW
EACH WAY
FF
FINISH FLOOR
FLIT
FLOOR
FT
FOOT
FTC
FOOTING
0
GENERAL STRUCTURAL NOTES
NOR
HORIZONTAL
INTO
INFORMATION
K
NIP (1,000 IBS.)
K9
TIPS PER SQUARE INCH
L
ANGLE
TU
DOUBLE ANGLE
TUN
LONG LEG HORI2DNTAL
LLV
LONG LEG VERTICAL
TO
LOW
ANTI
MANUFACTURER
MAX
MAXIMUM
RECH
MECHANICAL
MIN
WWMOM
WISC
MISCELLANEOUS
HIS
HOT TO SCALE
OU
ON CENTER
OPP
OPP09E
PL
PATE
PLF
POUNDS PER LNNA FOOT
PSF
POUNDS PER SQUARE FOOT
P9
POUNDS PER SQUARE INCH
REO'D
IEOUR(ED
SM
SAN A
SPEC
SPECIFICATION
SIR
STANDARD
LAB
TOP AND BOTTOM
FAG
FORM AND GROVE
10
FOP O
TOC
FOP O CONCRETE
TOD
TOP OF OECD
TOF
FOP Of FOOTNC
TOL
TOP OF LEDGER
LOP
TOP O PANEL
LOS
TOP O STEEL
IOW
TOP OF WALL
TOP
TYMfAL
UBC
UNIFORM BUILDING ODDE
UNIT
UNLESS OTHERWISE NOTED
4ERf
VERTICAL
W
MDE FIANCE
W/
I N
W/0
MTHOUT
WT
WLTGHI
SHEET INDEX
SHEET NO.
SHEET TITLE
SO.]
GSN, STD ABBREVIATIONS SHEET INDEX
SLE
FOUNDATION PLAN
01
1 ELEVATION AND DETAILS
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co
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SGUE:
KEYNOTES:
1. L6x6x1/4 DOOR JAMB, POLL UP DOOR
SMALLER THAN 12' -0 "x12' -C" MAX,
L4 "x4 "x1 /4" MAY BE uSEC
2. 20' -0" MAX x 16 -0 MAX
ROLL UP DOOR, (1) END ONLY
3. 3'- 0"x6' -8" MAN DOOR.
(1) END ONLY AS OCCURS
4, STEEL LOC ENDS
5. CONCRETE FOUNDATION, SEE PLAN
6. L6x6x1 /4 DOOR HEADER, ROLL UP DOOR
SMALLER THAN 12' -0 "x12' -0" MAX,
L4 "x4 "x1/4" MAY BE USED
7. 0x30/16 DOOR JAMB AND
HEADER
S. ROLLED LIGHT GAUGE STEEL SHALL
BE MIN OF 0.030" THICK, WHERE
BUILDING IS LESS THAN 36' -0" MAX
IN WIDTH, A MIN OF .024" THICK STEEL
MAY BE USED
9. FINAL GRADE, SEE ARCH
NOTE:
A. OPENING(S) SHOWN ARE OPTIONAL
KEYNOTES:
1. 3'- 0 "X3' -0" WINDOW OPENING,
END ONLY AS OCCURS
2. STEEL LOG ENDS
3. CONCRETE FOUNDATION, SEE PLAN
4. L3x3x3 /16 FRAME AROUND OPENING
5. ROLLED LIGHT GAUGE STEEL SHALL
BE MIN OF 0.030" THICK, WHERE
BUILDING IS LESS THAN 36' -0" MAX
IN WIDTH, A MIN OF .024' THICK STEEL
MAY BE USED
6. FINAL GRADE, SEE ARCH
NOTE:
A. OPENING(S) SHOWN ARE OPTIONAL
KEYNOTES'
1. (4) #10 TEC SCREWS AT EA
ANGLE LEG
STEEL LOG ARCH, SEE PLAN
ANGLE DOOR FRAME, SEE 3/52.1
KEYNOTES:
1. STEEL LOC ARCH, SEE PLAN
2. (2) #4 BARS CONT TOP AND
BOTTOM AS SHOWN
3. 4" CONCRETE SLAB ON GRADE
W/ #4 0 18" O.C. EA WAY
4. CONCRETE WALL W/ 2500 PSI
COMPRESSIVE STRENGTH
5. FINAL GRADE, SEE ARCH
6. 1/8" THICK BENT Z PLATE
W/3/8 "x4" LONG EXPANSION
ANCHOR AT 36" O.C.
7. (3) #10 TEC SCREWS OR (2)1/4 "0
THROUGH BOLT AT 12" O.0
8. #3 "Z" BAR AT 18" O.C.
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