HomeMy WebLinkAbout217 222 Gem St plans N Wo
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Located in: - _
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Lot 8, Rice Subdivision W
mime NW NW , Section 22
T. 10 S., R. 17 R, B.M.
Twin Falls County, Idaho
2000
r� EXIST. BLDG TO BE DEMOLISHED �• �-�'r+d se.a Y,� n�` Legend
1 3�
/
"— 1"'"^ �•7�-. �`k y� b w,Td Property Boundary Line
EDGE OF ASPHALT STOP CURB SHORT OF 3' /� Su w,^ k,,-/, 7-P r Fence
-- WATER METER— Q0
— RIW — ff. S.,w y-- G r u Ditch --
TRUCK PAVEMENT ✓'. 4d 2z 2 •---•.�r�«f- Building Footprint
1�
o Waterline
C ~
.ui
_-- RELOCATE EXIST. FENCE Buried Telephone
TO BACK OF PROPERTY fr�T
_ LINE Sanitary Sewer � � F'�•I
EDGE OF ASPHALT -_ -_ __ __� _---
Fire Hydrant ti "`�
-- J
Manhole •'�'�
Bu!Iding Plans ® � Ly 4!
Street Sign F41
PARKING PAVEMENT
FFE=3765.00 24' REVIEWED Power Pole T
-- [For Cnnform�n^_lA)Ithz r.PARKING STOP TYP. J GEM AVENUE n:F:um Dui'dhg CodeAnchorX A!!Con,tn��'"^nDO NOT SCALE DRAWINGS
h ad t°Fleld I.".,rction Telephone Riser CONTRACTOR SHALL VERIFY ALL
o FRENCH DRAIN - CONDITIONS AND DIMENSIONS AT
0
N !` - I - 1 V E Natural Gas Meter �•
O THE JOB SITE AND NOTIFY THE
����� �,`O ENGINEER OF ANY DIMENSIONAL
� SEE DETAIL THIS SHEET �, � �?- „� W W W PAPa Fj E ERRORS.OMISSIONS,OR DIS-
a In, �OC7 8�QpQ Water Meter ® CREPANCIts BEFORE BEGINNING
m ran
Ft
-._- F"t n n`� \N Water Valve OR FABRICATING ANY WORK.
0
�1124
ARK aa,I,D pO�PT Light Pole *.
EXIST. CATCH BASIN (/) ;REMOVE CONCRETE PADS Electrical Box e D
11 Tank O tE
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PLANTER AREA 2"ASPHALT 4"ASPHALT
6"-3/4" CRUSHED GRAVEL 12" CRUSHED 3/4" GRAVEL OF
SUBGRADE SUBGRADE R• BURS'
2"ASPHALT
SLOPE 6" GRAVEL G. BURKETT
0000000000000000 SUBGRADE I ANSTEN
0000000000000000 ; A. HA EN
0 0 0 0 0 0 0 0
.. .� n 0000000000000000 - .wl
0000000000000000
0000000000000000000O, NOTE: 4/4/00
.: 000000000000 ALL WTERALS TO BE
0000000000000000 OF STDPROCTOR DENSITY
PACTETI i0 95i
00
00
00
00
0000
00
00 DRAINAGE CALCULATIONS "=30'
4' RED FT'X GRAVE 0 0..1 FT'REO'D 5429951TEPLAN
PRE'DEVELOPED GRAVEL O 0.75 NOTE:
Cr POST DEVELOPED ASPHALT O 095 ALL MATERW.S TO BE COMPACTED TO M
^ STORAGE REOb-0.10 OF STD.PROCTOR DENSITY
FRENCH DRAIN DETAIL DESIGN 65'X 4'X J'X 4OX.311 Fr'- 54 99
REoro: I481.7 X 0.10=296.5<311 PARKING PAVEMENT SECTION TRUCK PAVEMENT SECTION
•. . .. ,� .r. ,ter.
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{ r; PREFINISHED METAL FASCIA 4 SOFFIT Z =m ;.
COLOR 4 PATTERN TO BE APPROVED BY OWNER ' ,Q e o'..
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M;
RIDGE VENT TYP.ALL RIDGE LINES
• - - - FACE BRICK COLOR 4 PATTERN
\ TO BE APPROVED BY OLLNER •� .} oo I '{ ''
� ARCHITECTURAL GRADE ASPHALT SHINGLES v
±' \ / \ / COLOR t PATTERN TO BE APPROVED BY ODINER - ,r
f \ - / L.. W a .i
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.......... ........ ......... .......... ... .... .. ....... ......
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EAST ELEVATION W SCALE 1/4'. 1' 12
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r TOP OF B —
n. ELEV. 110'-0'
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TOP OF SUB FLOOR .
o ELEV. 100'-0°, - O• Y "
rr
WEST ELEVATION W
SCALE 1/4' 1'
t W
f' U � �f`Tl
// ��. ,
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DO NOT:SC ALE'DRAWINGS'_..
f° CONTRACTOR'SHA VERIFY Ali
t - THE JOB SITE AND.NOTIfY.THE
CONDITIONS AND DIMENSIONS AT
ENGINEER OF ANY DIMENSIONAL
ERRORS,'OMISSIONS,OR DIS
ORE RANGESING'AN BEGINNING
tr - OR fABRICATINC'ANY WORK.
NORTH ELEVATION
,..' . .SCALE 1/4' .I
a
OF
/ 7
�9/qN MAP��O
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c.BURIcETT
\
MARTENS'
«��• B.MARTENS
gqxl
31MAR00
AS SHOWN
gZA
42-?39EL
SOUTH ELEVATION
t• .,. , SCALE 114'..,
:
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ARCHITECTURAL ASPHALT SHINGLES RIDGE VENT(TYP ALL RIDGES) - Q.n o
30-FELT.
,nn� N�
V/ J^.
PRE-ENGINEERED TRUSSES 0 24'O.C.
x
0 1
PRE-ENGINEERED TRUSSES®24'O.C. _ 5/8'ROOF SHEATHING(SEE STRUCTURAL)
' OVERBUILD p - '� \ Wm
F�
R38 INSULATION
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OVER BUILD N
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HEADER(SEE STRUCTURAL) F`4 -W
N
- ON SOUTH WALL ONLY(V LAYER
PRE-FINISHED METAL SOFFIT OF 5/8'GW5 SHALL BE ADDED - -
A FASCIA W/VENT(OVER 5/8'GWB TO PROVIDE A IHR FIRE WALL HEADER(SEE STRUCTURAL) -
®SOUTH WALL) AIR GAP -
2x4®16'O.C.W/ 2x4 a 16'O.C.W/
1/2'GWB EACH SIDE 1/2'GWB EACH SIDE - -
VIb'SHEATHING(SEE STRUCTURAL) INTERIOR BEARING WALL TYP PARTITION WALLS - 0
BRICK VENEER INSTALL
AS PER U5CS'1-WEEP _ 2x6®16'O.G.
' 0 HOLES m 32'O.G.
15-FELT RIS INSULATION
I/t'GWB(5/8'ON SOUTH WALL)
VAPOR MARRIES _ 9 r , uj
U '
3/4'T 4 G SUBFLOOR '� - _ W
• .. O TOP OF SUBFLOOR - -
� T IIe' 'SERIES 40 BGI JOISTS�16 O.C. • _ r.^ �r�?�-
U
CONCRETE z 0
6 MIL VAPOR 5ARRIES °' CRAWL SPACE FOOT (SEE S TRUCTURAL V�() _
IIV SERIES 40 EGI JOISTS®1-D.C.
....1LL
,w
m .
DO NOT SCALE DRAWINGS'
CONTRACTOR SMALL VERIFY ALL
CONDITIONS AND DIMENSIONS.AT
THE JOB SITE SAND NOTIFY THE
- ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,,OR DIS-
CREPANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
QFSS\0 STE f NG�yF
BUILDING SECTION
SCALE 1/2' 1'
p OF S
9jAM MAP' .
^ ^G.BURKETT
El MARTENS
B.MARTENS
e.E simAR00
AS SHOWN
542-99SX
1T
6x6 POST W/CC POST CAP 4 C566 POST BASE
Q.
R— --- --- --- -- -- -- --- --� U W n
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6x6 POST W/CCT POST CAP 4 C066 POST BASE / I 6x6 POST W/CCT POST CAP 4 C666 POST BASE <�
vv // (D zN
® ® x
HEADER SCHEOULE C X o
L
W �m
\ \ ` / / // I O C3J i,'I5 x 95 BGI VERSALAM W/(2)2x6 ENDPOST •V/ a
I
\ I \ I I / _. 1 I O(3)1.-I5 x'125 BCI VERSALAM W/(2)2x6 ENDPOST n
(3)I.15 x'1.25 BGI VERSALAM W/6x6 ENBPOSTS W/ <mo
CC66 OR CCT66 COLUMN CAPS AS REQ'D
(3)1.15 x 125 BCI VERSALAM W/6x6 ENDPOST W/ o
CCT66 COLUMN CAP ONE SIDE 4(3)2x6 ENDP08T p=
ONE SIDE W uv— ra
w
\ OVERBUILD O5 (3)1.15 x 125 BCI VERSALAM W/(3)2x4 ENDPOSTS W
\ /
1 I
/
/ SHEARWALL SCHEDULE z
THE EXTERIOR OF ALL EXTERIOR WALLS SHALL W
BE BREATHED W/I/16'OSB 4 NAILED W/Sd NAILS
•4'O.G.PANEL EDGES 4 12'O.G.FIELD.SHEAR
\ /
\\ \ / /' I WALLS SHALL BE STRAPPED DOWN WHERE SHOWN
\\ Y ON FOUNDATION PLAN.
\ I
NOTES:
I. ROOF SHEATHING 5/8'CDX OR OSB
W/10d NAILS•6'O.C.EDGES
•12'O.C.FIELD
/ 2. EXTERIOR WALLS TO BE 2x6•16'O.G.(STUD GRADE)
3. INTERIOR WALLS TO BE 2x4•16'O.C.(STUD GRADE)
EXCEPT PLUMBING WALLS.
\\ /' 4AL STUDS A9 NOTED BAR TO BE-2 DFL R BETTER EXCEPT
OR W
- - \ PREENGINEERED TRUSSES•24'O.C. ' - - 5. ALL TRUSSES TO BE TRU88 CLIPPED TO WALLS.————— ———————————————— o
I ' I
z_
BEARING WALLS `\\ I ui
J
fa>1
Q
LL
OVERBUILD IV v CC
0 '' 11CC LL � —DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL
CONDIIONSAND DIMENSIONS AT
\ \
THE JOB SITE AND NOTIFY THE
ENGI
0 NEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR OIS-
CRERANCIES BEFORE BEGINNING
OR FABRICATING ANY WORK.
/
0 \ �SS\ONaL Eye.
TEq�.
/
B OF �5
\
\\ 2 —G.6LF?KETT
/ \ B.MARTENS
B.MARTENS
31MAROO
// \\\ •_ AS SHOWN
V� ------------------------------ D. �542-9WR
\ I
y o ROOF FRAMING PLAN
J-1
SCALE 3/8' I'
9'-0' 2'-3 3/4' 0'4' _-: BVx' 2'-61V2' 3'-0' 2'-61' • I _
--- — --- ----- ------ — ---- ----- ---- — ---- PLAN ANALYSIS U W o
I Based on 1997 Edition on UBC Z m
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I Job Address LOT 8.RICE 31IB'D Type of Construction V-N o 0
Wind Load l0 MPH.EXP B
Number of Stones I J J
Snow Load 25 PSF Floor Arm Basement N/A (n n
Seismic Zone 2B Ist1968_3E2ad 3rd a
Foundation Bearing Pressure 2r�— 4th 5th Blh L- \ m
I N Total Nlowable Floor Area-Square Automatic Sprinkler Yes /�� V) =
v I
Feet HID00 9F No X
Basis For Increase N/A Full Partial r x
wet_
r---- -- ----------------� L——— _____ -- ———— EmergencyUghtlnclu�ded a
Occupancy Classification B Yes No X } o
j Elect uI Plans Included Y 20 es
Sans Included No X (,J
m
Yes No X
Na
�p I ;D Comments or Assumptions o^
_ V a o0
I • \ �H
I J
12'-2 3/8' 12'-0' I�'-0' IT-2 5/8' Z
I J 0
I I W 0�
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9 1 9 Z m
n I °' FLUW
CONFERENCE OFFICE IQ�th
n vqo
ir-
CONFERENCE ir-
I 0 C RECEPTION
I �� I
I I
I -- N I
i
Q—
I
I I
I I
6 10'-8 1/2'
I I
I
I v I
4'-4 1/2'
I I
W
INR FIRE WALL z0
C \ m /
�q ' WOMEN S I v
J 1E
I a)
\ O
OFFICE /
OFFIC QE I U J
e I I O
_ 9 O J
LL
_j cc
1 MEN'S / I LL 1 1 0 1 1
\ I� LLLL
0
\ S AD DENSIONS AT
DO NOT SCALE DRAWINGS
ZD
CONTRACTOR SHALL VERIFY ALL
_� THE OJOR NSITENANDINNOTIFY THE
ENGINEER OF ANY DIMENSIONAL
ERRORS,OMISSIONS,OR DIS-
PPONE CREPANCIES BEFORE BEGINNING
V II1N1 GAS OR FABRICATING ANY WORK.
I m I
I j
o
----------------------� m URNAC O r ---� axis
m
� I CGS\ONAI E,yCi
G\STEq F
I I �
J I d9�gro F
I I
sTORAGE -rm BURKETT
I
I — B.MARTENS
I I
I oha. 1� �1� d�� B.MARTENS
91MAR00
j AS SHOWN
— P
1'-6' I'-0' 3'-0' 3'-2' 9'-0' I'-6' o FLOOR PLAN
5C LE 3/8' • I'
F -7F'1!7—7'77,w7—' 77,7^ '#M.7
I3'-1 1/4' 9'-0 3/4' W
L -1. L V-0 3/4' 13'-1 1/4'
Z
Z o
ro
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
ISS-I EDITION OF THE UNIFORM BUILDING CODE. L
Q) V) oo
[)E&CiN LOADINGS:
14 14IT-'.-�E- 1 11
MPSON 7HPAHDj22HOLDOWRS(TYP 21 EA) SNOW LOAD 25 PSF,DEAD LOAD ACTUAL 0
D P
ACHENDOF ALL
FOOTING
EACH ENE)OF ALL SWEAR WALLS WIND LOAD 10 MPH EXP.C
Z3
V PEDESTAL 1: C )- 0
(7; w !-D.
SEISMIC ZONE 25 >
---------------------------------------- - ----- -------- —-
-7-------------- ------------------------- DESIGN CRITERIA;
0 0 0 0 CONCRETE Fc - 3000 PSI IN 26 DAYS-5 112 54/.MIN. Lij V)
r----------------------- I------------------------ ---------------------- ----------------------- RENF.STEEL TO BE DEFORMED BARS N = 60 KSI o
60il- BEARING CAPACITY - 2000 PSF ALLOWABLE
ASSUMED. TO BE VERIFIED BY CONTRACTOR,NO CLAY FIX V) 8�
10
OR NON-ENGINEERED FILL BEARING SOILS,ALLOWED. ff I'.
w 0
FILL BEARING SOILS MAY EXIST AND THE CONTRACTOR 0
SHALL DETERMINE THE QUALITY AND COMPACTION OF m
THESE SOILS. - ALL FILL SOD-6 TO BE COMPACTED TO 6i
-!15%OF MAXIMUM DENSITY AS DETERMINED BY A STANDARD z
0
PROCTOR AT OPTIMUM MOISTURE AND PLACED IN 8'LIFTS. z
ANCHOR BOLT LOCATIONS AND SIZES AS PER SUPPLIER. z
CONTRACTOR TO VERIFY ANCHOR BOLT LOCATION PRIOR [Lu w
TO CONCRETE PLACEMENT.
ALL EXISTING BUILDING DIMENSIONS,NEW METAL BUILDING
BASE PLATE AND FRAME DIMENSIONS TO BE VERIFIED AND
13'-II' I 13'-1' 13'-11' 1 I COORDINATED BY THE CONTRACTOR AND BUILDING MFG.
PRIOR TO CONCRETE PLACEMENT.
SUPPORT SLAB REINFORCEI-TENT ON CHAIRS OR EOLSTER5
TO MAINTAIN PROPER POSITION DURIW-CONC.PLACEMENT.
THE ENGINEER IS NOT RESPONSIBLE FOR FOR ANY DEVIATION
FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED
IN WRITINr,BY THE ENrlNEER.
OLLINER SHALL VERIFY OPENINr.LOCATIONS AND SIZES PRIOR
TO CONSTRUCTION, BLOCK OUT FOUNDATION WALL 4' AT ALL
6 I 1 I I DOOR LOCATIONS.
BOLTS A ANCHOR BOLTS: A30"I
QUALITY CONTROL AND TESTING:
ALL MATERIAL SAMPLINGAND TESTINGSHALL BE ACCOMPLISHED LJ
Ir.'x 8*PONY WALL FOOTING W/(2)-4'6 CCNT- By THE ENGINEER OR A LABORATORY INDEPENDENT OF THE
m .4-Ir.'O.G.PONY WALL 1 MATERIAL SUPPLIER APPROVED BY THE ENGINEER
(LOWER FOOTING.-AS-FZQ'D To -
14
PROVIDE ADEQUATE CRAWL SPACE(TYPI
10'x24'WALL W1(2)-4'6 CONT THE FOLLOWING APPLICABLE MATERIAL TE671W.WILL BE REQUIRED:
10'.20'FOOTIW,W1(3)-4'.CONT.
SOILS AND GRAVEL COMPACTION:
ASTM 0 6W, STANDARD PROC`rOR
ASTM D 2922, DENSITY OF 501L AND SOIL AGGREGATE IN PLACE >
NUCLEAR METHODS
Cc CONCRETE: a:
ASTM C 112 5AMPLW.FRESH CONCRETE UJ <
ASTM C 31:MAKING,AND CURING CONCRETE TEST SPECIMENS
IN THE FIELD. Q
ASTM C 3S,COMPRESSIVE TESTS U)
ASTM C 143,SLUMP Or HYDRAULIC CEMENT CONCRETE cl ui
ASTM C 231,AIR CONTENT OF FRESHLY MIXED CONCRETE 51
THE PRESSURE METHOD C]
UJ u-
0 Lu
G L u
L —
u-
DO NOT SCALE DRAWINGS
i L CONTRACTO SHALL VERIFY ALL
Lj L----F CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
ENGINEER OF ANY DIMENSIONAL
ERRORS,
OMISSIONS'OR DIS-
-------------- CREP4NCIES BEFORE BEGINNING
L---------------------- ---------------------------------- OR FABRICATING ANY WORK.
8'.24'WALL LLJ/(2)-4'.CONT
10'.20'FOOTIW,W/(�3)-4�'o CONT.
1/2'
NOTE:
1/2'0 ANCHOR BOLTS SHALL BE PLACED•32*OC,AT ALL CORNERS
III/.'SERIES 40 5CI JOISTS•Ir.'Cc AND OPENINGS(1'EMBEDED) S\STEg,
7 8
Of
G.BLR(ETT
B.MARTENS
--——--——--- ------------- EL MARTENS
31MAR00
AS SHOWN
542-99F0
54'-0- --------------- 'o FOUNDATION PLAN
SCALE 3/6*