HomeMy WebLinkAbout02-813 798 Eastland Dr N plans DRAWING INDEX r
SHEET NO. DESCRIPTION
T TITLE SHEET/NOTES
I FULL 51TE PLAN R F C.E I V E C
Building Plane 2 PARTIAL 51TE PLAN _
REVIEWED 3 FOOTING /FOUNDATION PLAN DEC I I n
For Conformance With 4 GONGRETE DETAILS DSUILpT,
UniFcrm Building Coda
A!i Cc-: I',Irtlen 5 FLOOR PLAN _-
® Sut jc t to Flald I_pe lion I 6 ELEVATIONS —Y--
� -7 ROOF FRAMING PLAN
gM a e BUILDING 5EGTION5
°"--- I 9 WALL SECTIONS
10 INTERIOR ELEVATIONS
PLAN ANALYSIS
Bceed on Iggl Edition of UBC
Architect OF Record, RU55 LIVELY ARCHITECT GHARTERED
job Add-eM, l98 EASTLAND DRIVE NORTH,TWIN FALLS,IDAHO
Legal DeSrkation, BY OWNER -
OaAjx"Glameficatbn, A2.1,A3,B,El OVA"Load Per Area: A2.1, 1,031
A3, 124 E, 27 El, 341 f �iA_ ij0_- �',✓J
Nlntxr OF 50605: ONE Total, IS29 .fl-4CI, /2,! OGO-'
Floor Area, Exb R"Ired, Basement: NA Ist,4 L O
Ai2,1, 1,256 5F A3, 1288 5F 2nch NA 3rd, NA 4th, NA "zy
B, 2,134 5F El, 6,943 5F awg&m Lob, Yes, X NO, "�V t 000
f TOTAL,18 Exit 51grs. Yes, x NO, -} 9
M of Goretry ler, V�I)HR EIecG'Iwl Planlane. Yes:—No. x
Autamatk 5prtlkler, Plunbklg Plans. Yes,—NO, x
L\ �15 T (S�� ��i L� H Yes No x Full f4ecFlallc41 Pklrls, Yes,_No, x
Partial Wet Dry YMd Load, 20 P5F5elsmic,Zone, Two-B
Moxh m Floor Area Mlomed By Code Snow Load, 25 P5F
Sq.Ft. 25�3 Fol ndotion BecrYlg PreSnU'e: 2000 PSF
Basis for Code Allowed kra'eases, fire Walls
5prhklers, Yes,—No, x Req'd, Yes, x No.
ahw, INCREASE 100%FOR OPEN Oc-paq 5ep0.dlpn
AREA ON(4)SIDES Wd, YB5,_No. X
Area 5eparatbn
Ra4d, Yes:_No, x
Cormlents or A6%,,ptj", •_12611 5.F EXISTING,5,612 5F ADDITION
GENERAL NOTES
PLANNING 4 ZONING ANAL YS 1 S 1. MAKE NO GWAN&ES FROM THE CONTR..GT DOCUMENTS WITHOUT
FIRST RECEIVING WRITTEN PERMISSION FROM THE ARCHITECT.
WHERE DETAILED INFORMATION 15 LACKIN6,OR IF DISCREPANCIES
ZONED LAND USE R'2 SHOULD APPEAR WITHIN THE CONTRACT DOCUMENTS,REGIUEST
INTERPRETATION FROM T ARCHITECT BEFORE PROGEIN6 WITH
TOTAL LOT SIZE 413872 SF IE ED
THAT PORTION OF THE WORK.
5,187 5F (TO REPLACE AN DRAINAGE: (NEW CONSTRUCTION ONLY)
TOTAL DEVELOPED (THIS CONTRACT) 2. WF19 REFERENCE 15 MADE TO A MATMAL SYSTEM,ALL PARTS
EXISTING LAWN) NEW GONSTRUGTION QUANTITIES: AND MATERIAL PERTINENT TO THE MANUFACTURES SYSTEMS
SPECIFIED SHALL BE FURNISHED AND INSTALLED.
PARKING: GONGRETE = I75 5F 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
MOST CLOSELY EMULATES: CHURGH,5GHOOL �� = 5,qI218- SF �1TTECT HALL BE NOTIFIED
O S�DN�ANCIE THE
TOTAL = 5,787 SF
RES.
QUIRED PARKING: (1)5PAGE PER(4)5EAT5 IN MAIN AUDITORIUM 4. ALL MATERIAL GALLED OUT 15 NEW UNL.E55 OTHERWI5E INDICATED.
4 (2)PER GLA55ROOM UNLESS
ON SITE RETENTION: 5. TYPICAL DETAILS SHALL APPLY IN ALL CASES
SPECIFICALLY 5HOM OTHERWISE. WHERE NO DETAIL 15
SHOWN,CONSTRUCTION SHALL BE AS SHCIM FOR OTHER
U.B.C.OCCUPANCY: A2.1,A3,B,EI AREA OF IMPAGT = 5,787 5F (EXISTING LAWN) SIMILAR WORK.
REQUIRED PAWINCs STALLS: 242 /4 = 66 5PAGE5 6. ALL CONSTRUCTION TO MEET OR ExCE D 1491 U.B.C.
10 GLASSROOM5 x 2 = 20 5PAGE5 TOTAL = 88 5PAGE5 EXISTING LAWN - RUNOFF COEF. = .20
NEW 15 BUILDING/GONGRETE
PROPOSED PARKING STALLS: 156 EXISTING PARKING STALLS RUNOFF GOEF. = A5
6 OF THEM AGGE55151-E. NET ADDITIONAL RUNOFF REG. = .75
NOTE:
LANDSCAPING REQUIRED: 10%OF DEVELOPED 51TE 5,181 5F. x 1.6" (RAIN) x .75(GOEF5F. x I.b" (RAIN) x .75(GOEF)
12"/FOOT = 579 GF THESE DRAWINGS PREPARED A5 A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES,
413�72 5F. x 10% = 41�87 S.F. 4 GATEWAY ARTERIAL5F. x 10% = 41�87 S.F. 4 GATEWAY ARTERIAL ELECTRICAL,HEATING AND AIR GONDITIONING,VENTILATION,PLUMBING,EXI5TING
PROVIDED = bbl GF 5TRUGTURE5,517E GRADING AND GRADE ELEVATIONS TO ESE THE RESPONSIBILITY
PROPOSED: 281,130 5F EXISTING LANDSCAPE ���ti<r�a = 263.93 cF OF THE OWNER AND/OR CONTRACTOR-
PROPOSED: 12-I6-02 232:42 om MST
NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL ARCHITECTURAL SERWCE. ALL SITE GRAD",
(� GRADE ELEVATIONS, f11114111HES, ELECTRICAL, HEATINGt AIR CONDITIONING. VENTILATION. PLUNYINO.
Se.c SFe c�al 1-m V i s i 0 r1S O J� ',>1 I'�' (AND EXISTING STRUCTURES TO DE THE RESPOMMKM Of THE OWNER AND/OR CONTRACTOR. LICENSED
I) Pcr+n6le �x+�r.9u�sl�ers AR-+, '
a) F n� Hydrght s +�oronlaa RUSS LIVELY ARCHITECT, CHARTERED a
W. m Ioww01m 2068 ADDISON AVE. EAST (734-4303)
olawN n,
3) F �� AbrTr sys+ems VVA"oIIIDOWIs wo TWIN FALLS IDAHO 83301 alcaaa )
; TNR omm or
MY VAMIATInMS.
ANEW ADDITION FOR-
TIC
TI'IC F r0111Av or TTIia
IpT ANOWMCT
AM MAY
�OOIIC[0. GRACE 5APTIST CHURCH 0232 TATE OF IDAHO
80'-O"5ET13ACK S 8'34' "E
40'-0"R.O.W.� � - -----�
is
S 88"34'19'E 172.10' o �'•
I
S 88'34'20"E
' I � 297.19'
I
( ► I L E Cx E N-_ D
I t
I PROPERTY BOUNDARY - -
I
I LAWN AREA STREET CENTERLINE
t I , STREET RI6HT-OF-WAY --------------
1 i I Gm!GUTTER
I SIDEWALK I
I
' I EDGE ASPHALT -------------
I I
I j FENGELINE — - - —
1 i BABIED PONERLINE(APPROXIMATE LOCATION) - -*P--
BURIED PHONE LINE(APPROXIMATE LOGATIOW - - - -T
1 I 5B^ER LINE(APPROXIMATE LOGATIOW
I I 6A5 LINE(APPROXIMATE LOCATION -----
-fr------ I
1 '
I i i LAWN AREA WATER LINE(APPROXIMATE LOGATIOW
PONER POLE a
' ® I POKER POLE ANGHOR E
I t ElKTRIG POKER BOX ID �
I
I L16HT I
1 1 i I PHONE RISER
I
1 I 5ENER MANHOLE
1 t HATER VALVE
4
1 ' I IRRIGATION '
I VALVE5 MAILBOX a
< e 5m1 Ac. ,,� TREE
-------
r--------- � a)SH 0
1 ; i I FOIMD 5/8"5TEEL PIN o
31 I I PLAYGROUND AREA I I
O I o I' I J SCOPE OF WORK I I '
J I z I Om � 'o
o
1 IN
I -
13
I I (
NOTE: I -
EA5TLAND ROAD WIDENING WELLHEAD
AND RIGHT-OF-WAY HAVE O I DBBBEBBEEBBBEBBBE o 1 1
ESEEN NEGOTIATED W/THE -----6 - ---E1 Ei@FlE EEFiLifa@- --- ASPHALT PARKING AREA
CITY OF TWIN FALLS PRIORffi
I I
TO THIS APPLICATION FOR '
PERMIT I '
i
I I
^� I o I 1 I
0
I 1
U&P � I I
I 1 i
I I
I 1
ASPHALT PARKING AREA I ASPHALT PARKING AREA I LAWN AREA �
I I
i EXISTING 5EI^ER I
I
I-sitel.dwg 12-I6-02 4:53:01 pm MST
I
I 1 Nydmltt NOTE: THESE DRAWI= ARE PREPARED AS A PARTIAL ARCHRECCTURAAL SEROM ALL SITE oRAD1No"
GRADE ELEVATION!, FINISIMS. NEAno ! AIR OONDITgIN10. VENiRAT10N, PLUIIRINo, i-SITEI
1 q R sEo
AND EIOSTRIO STRUCTURES TO RE 7IIE OF THE OWIIER AND OR OONTRACTOR Au`NrEcT RLr 2Ba
SE:NE R MANHOLE
wmm oDoorololu a -
USS LIVELY ARCHITECT, CHARTERED DA+�• DEC Oz
N 88'34'20"W 709.39' -- ------ WE Pl�EIIO[Ova mm"on �_
TOP ELEV. = 3714.068 SHEET MO.
ocAlaD ooAn1o1D1w. 2088 ADDISON AVE. EAST (7$4-4$03) ,eP1
�� vmny ONK mm AND T1/IId FALLS IDAHO 83301 Mom
NOTE: EAST INVT.ELEV. = 3707.566 S 1 TE FLAN4 Nomr TIa°'""or 1
nF5E DRAWIN65 PREPARED AS A PARnAL ARCHITECTURAL SERVICE. ALL FIN151E5, ANY VAAATA74. .L r
ELECTRICAL,HEATING AND AIR C,O VMONIN6,VENTILAnON,PLUIVBIN6,EXIsn% SCALE: I' • 30'-0' ' TNDX DRup AR[ ANEW ADDITION FORS , 7,dL
5TRUGTURES,SITE 6RADIN6 AND 6RADE ELEVATION5 TO BE THE RESPONSIBILITY I AA WM STATEOFIDANO
OF of 0v*4ER ANWOR WNTRACTOR „a w Ro.Da1a0. CAR 4CE B,4P7 I St CH URGH Aoo N0. �3s
• 1
1 1
I
USE BEST MANAGEMENT PRACTICE F-————
TO RETAIN 7G3.99 C.F.OF STORM WATER
� I ON PROPERTY.
I
C ' I ------------ - --- ,
LOK SPOT-
W
> 8y�:- 1 3712.5
� I .
-- '�"
I I Q Mus+ lti+ain incrwxd sformwn.}v
add(1+'on cpal 10 763.93 F. MAIN WATER SHUTOFF VALVE 1
1 - (IIN5TAL TION PROPER BAGKFLOW
ELECT.METER
WP 6-----------------lu
�--6
1 T I ® ® s, � ❑ ❑ j1
Nr-Y'i UNDERGROUND O I ELECT.SERVICE PANEL
Pi WER I � I i, I
i o I w I
I I I W Q i I NEW 4"m 5EWERLINE
NEW 3/4"m WATERLINE I 1
I
NEW OPENINGS I 1
I — 4- -^6--1-= ---` T - - - -t -----1 EXISTING
A1 _---'
I � pV' AllNOTE:EA5TLAND ROAD WIDENINGLOW SPOT ,
303 G.F.
AND RIGHT-OF-WAY HAVE /
BEEN NEGOTIATED W/CITY OF TWIN FALL5 PRIOR i I { +✓ //
TO THI5 APPLIGATION FOR �/ 1
PERMIT i y �1 I I ❑ //
p ' I
> I WATER LINE/4 EXISTING SEVER � �� _
AND g G.O.T.G. �'I (D (FIELD VERIFY) /
I __
1 - -- 714- \ EXI5TING TRANSFORMER
I
I I �, I � ' ❑ � 'I l�-
I
I I I
i I I Q
2-5Ite2.dwg 12-16-02 10:45:01 am M5T
NOTE THESE DRAWRM ARE PREPARED AS A PARTIAL ARCWTECTURAL SERVICE. ALL SITE GRADING. O
GRADE ELEVATWN% FINISHES. ELECTRICAL. HEATING t AIR CDNDRTONING, VENTILATION. PLUMBING.
AND EXISTING STRUCTURES TO BE THE RESPONSIBRM OF THE OWNER AND/OR CONTRACTOR.
ARC,Tr '
AR-12PP
NOTE: /� Wwna RUSS LIVELY ARCHTPECT, CHARTERED a+r• DEC rd1
P 4i�T I,4L SITE FLAN HAVE PFAE013CE�` 2088 ADDISON AYE omvm. EAST (734-4303) "m n' 55c SHEET No.
THESE DRANJING5 PREPARED AS A PARTIAL ARGHITEGTURAL SERVICE. ALL FINISHES, mr4om
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING vaor m 017c AMt THIN FALLS IDAHO 83301 Kvecg
SCALE: I/16' I'-0' Morir nu ome[o I
L
5TRUGTURE5,51TE GRADING AND GRADE ELEVATIONS TO BE THE RE5PON51BILITY AM VAwATWIft usTHIs`i vCkv
ANEW ADDITION FOR:
OF THE OWNER AND/OR CONTRA- TN`
TOR. w AR[peopcm or pM� :TK GRACE BAPTIST CHURC NN H ,D.
A110�CT � 01 3Z STATE OF IDAHO
122'-0`
42'-8' 58'-2' X-2'
5'x5'x4"CONCRETE SLAB W/b"xl'-O"
TURNDOWNS ON 3"PEA GRAVEL AND 10'xl0'x4 CONCRETE SLAB W/6"xl'-O"
g5%COMPACTED FILL,DOWEL TO TURNDOWNS ON 3"PEA GRAVEL AND
5-0" 4'-0„ FOUNDATION W/#4 x 8"REBAR® 6" g5%COMPACTED FILL,DOWEL TO
O.G.,(3" INTO FOUNDATION AND 5" INTO FOUNDATION W/#4 x 8"REBAR 0
6" 2-b'
SLAB). O.G.,(3" INTO FOUNDATION AND 5" INTO
4'x4'x4"CONCRETE SLAB W/6"xl--0" SLAB). (TYP) r
TURNDOWNS ON 3"PEA GRAVEL ' 6
AND g5%COMPACTED FILL(VERIFY 4
W/MECH.CONTRACTOR)TYP.OF(3)
--------------------
------------------------------- — -------- --------- ------------------ ------- ------------------------------- -- -- ----------
r I I RECE-55 FLOOR I"FOR TILE
j I 5'_4g' `rn I I (VERIFY PV TILE INSTALLER) I
I 0" T'-0" SLOPE GONG.TO DRAIN I
i I CONDENSATE — — —
I DRAIN
I VERIFY F.F.ELEV
I W/EXISTING BAPTISTERY4.
— I
1 (TO BE RELOCATED BY I / _ I I �
r ' -� '�__ _ __
OTHERS),MODIFY FLOOR / - -I------- b 4 `/
7
FRAMING AS REG. I / / / --- 1 I ----- r \ - r+ I CONDENSATE DRAIN 1
j I 6-4' 5'-4' /----- I I 4
__
- --1 - - - - - -5- - FF.• 100'-0' - - - -5- - - - - - - - - - - - -5- - - - - - -
- -- --- 1 I6' ui (MATCH EXIBtINCs)
1 I I --— 1 I �$=?•__I �- y
r--------r• -I--
• vl- I 2
I I I I r--8,_T-- --r - ----- -
1
1 BAPTISTERY- I I I " I------- I -�-------1 I I
I I DRAIN I I / 1 (2a 2x8's REGE55 FLOOR I FOR TILE 1
1 I------- I " I
4 4 I I I GLUED 4 I 3 zo VERIFY W/TILE INSTALLER)
I II '
_ I
1 I " I I I NAILED AS tt---------I I 4 SLOPE GONG TO DRAIN TYP 1
I 4 II : I HEADER I I I 1 I
-I------- I
I 4"CONCRETE SLAB ON ,• 1
--- r-- I 1
-------
2 ___ 3"PEA GRAVEL d
I DOUBLE UP W15T5 �" I 1_—_I I i 25 I r_ J +2-0 g5%COMPACTED PILL �
AS REQ. 1 -F-- --i 2'-b'
I I �----- --- r 4 ALL JOISTS TO BE 11-1/8" 1
L I I 5'4" I I 2'6' in 50I/400's® I6"O.G.
4 \-------I-,
%
I
REMOVE EXISTING FOUNDATION
4'-3�"� 1 ,� � HOLD FOUNDATION DOWN 6"AND POUR
I ----:o �i FLOOR SLAB OVER(TYPICAL® ALL TO 6"BELOW F.F.AND FOUR NEW
I ry I i OPENIN65 CONGRE I SLAB OVER(TO MATCH
,
FINISH FLOOR)TYP.o (2)PLACES
1
CONDENSATE 5'-4 TE � I i
I DRAIN T'O
I
r 1
--------------------------- ------ --------------- ---------------------------------------------------------------- ---------- ---1 I --
L - -- --. --------------------------------------------- __ _ -------------------------.-----_--_-__-_---_-------------------------' _-
5'x5'x4"CONCRETE SLAB W/b"xl'-0" 1 VxVx4"CONCRETE SLAB W/b"xl'-O" SAWGUT AND REMOVE EXISTING
TURNDOWNS ON 3" PEA GRAVEL AND 4 TURNDOWNS ON 3' PEA GRAVEL AND CONCRETE AS REG.PATCH BACK
g5%COMPACTED FILL,DOWEL TO g5A5 COMPACTED FILL,DOWEL TO TO MATCH EXISTING)
FOUNDATION W/#4 x 8" REBAR® 6' FOUNDATION W/#4 x 8"REBAR® 6"
O.G.,(3" INTO FOUNDATION AND 5" INTO O.G.,V INTO FOUNDATION AND 5" INTO
SLAB). SLAB).
122'-0"
FTC / FND PLAN
SCALE: 1/4' 1'-0'
NO -DOWN-NOTE
❑ 51MP50N HD-bA HOLDOWNS WITHIN 3-fnd.dwg I2-16-02 2:28:04 pm M5T
2'-0"FROM GORNER5 AND AT A
MAXIMUM 5PAGIN6 OF 30'-b"t O.G.
(AS INDICATED,TYPICAL OF(I6)) H0M THESE DRAWINGS ARE PREPARED AS A PARTULL:ARCHITECTURAL SERVICE. ALL SITE GRADING.
GRADE EMATWNS. nNWI E. QFCTRICAL. HEATING t Apt CONDITIOINNG. VENTR AT10N, PLUYDINO,
AND EXISTING STRUCTURES TO K`THE RESPOH81fr"M OF THE-OWNER AND OR CONTRACTOR. LCEENSSD
ARCHRECT.
AR-1288
NOTE: Russ r�vEr.Y A�tcsrrEc'r, .cal�rrE>RED DAW - �
7mm'
ST(734-4308)` sIRET No.
THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FIN15HE5,ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY ANEW ADDITION PORuss�OF THE OWNER AND/OR CONTRACTORIs
THIN DOW=
GRACE;.8�4PT(gT'CHURCH::- �. �sz ATED IDAHO
2x6's(DF#2 OR BETTER). 2x6's(D.F.#2 OR EXISTING WALL
0 I6"O.G.W/I BATT INSUL. BETTER)® I6"O.G. 1. -
7/I6"O.S.B.EXT.SHEATHING d VAPOR BARRIER I-I/8"T36 PLYWOOD
BD CARPET
5/5"EXT.GRADE GYP '
5/8"TYPE 'X"GYPBD SHEATHING(SCREWED d ROUND OVERNOSING �'
BRICK VENEER WAIW/15#FELT SIMPSON HD-bA HOEDOWN (2)LAYERS 5/6" GLUED)
NSCOT TYPE "X"GYPBD P'
(WHERE OCCURS)SEE FTC- ❑ GYPBD�d HARDWOOD TRIM
SIMPSON HD-6A HOEDOWN
FND PLAN SHEET(3) 2x6 R.W.SILL PLATE W/ II-1/8"BGI/400's
I"AIR SPACE 2x6 R.W.SILL PLATE W/ SILL SEAL d 1/2"m xl0'. A.B. FND PLAN SHEET) (�FTC- ® 16"O.G. 2x4 R.N.SILL PLATE W/
FLASHING SILL SEAL d I/2"m xIO"A.B. (W/WASHER)® 4'-0"O.G.
(W/WASHER)® 4'-0"O.G. d 12" FROM EA.CORNER SILL SEAL d I/2"m xl0"A B
WEEP HOLES® 45"O.G. d 12"FROM EA.CORNER 2x4's(UP.#2 OR (W/WASHER)®4'-0"O.G.
BETTER)® I6"O.G. d 12"FROM EA.CORNER
$F.F.® -- MATCH EXISTING F.F.® '
—_----- B 4"CONC.SLAB ON 31 " --------� �-0 --
100 O ,,. 4' GONG.SLAB ON 3'
„ PEA GRAVEL AND 45%
ui="MITI I IIII=III�L'll�lpl COMPACTED 95A5 TY IIIIII1=111fl�llll - � '� °.d - COMPACTED FILL
-_: -'ll Illlk�1i=11ill=lull-°°I II =JIj1 IIII I III 'lll1=IIII I _II =IIII _Iljl III�IIIII=9 Ill IIII r
�l- IIII-�111-IIIII -1 IIII-' illl - '- = Tl�IIII III�IIII�-JJIJ I I=11 (5)#4'CONT.HORIZ.BARS s
4"GONG.SLAB ON 3" III,' IIII -IT-II-I _
I, I" TI 1111 PEA GRAVEL AND 95SK b"
COMPACTED FILL
GONG.FOUNDATION WALL IIIII- !HIIII I I-II ' - TI=llll�111 I'6' THICKENED FOOTING
W/#4 REBAR® 16" O.G. 1I 11=TPT, I/2"EXPANSION JOINT
i W/SEALANT(TYP) GONG.FOOTING W/(3)#4
GONT.,HORIZ., d (1)#4 p 2'-0'
REBAR VERT.® 16" O.G., -i 2"RIGID INSULATION® REBAR(GONT)
ALT.BENDS(TIE TO STEEL 4" FOUNDATION WALL AND
IN FOOTING) q. 6. q. IN 2'-O" FROM PERIMETER
CONC.FOOTING W/(5)#4
REBAR HORIZ.,GONT. 1-� •
i D T A I L o TYP.FOOTING 2 T,4 I (c�1MON WALL FOOTING) 3 D T;4 I (®PLATFORM THICKENED FooTINCs)
4 &GALE: 3/4' • 1'-0' 4 SCALE. 3/ -0 4 SCALE: 3/4'
5/8"T r.PE 'i GYPBD i
1-1/8"T d G PLYWOOD CARPET
I-I/8" TdG PLYWOOD SHEATHING(5GREWED d
SHEATHING(SCREWED d GLUED) HOLD FOUNDATION DOWN i
THRESHOLD(8" MINIMUM) 6"AND POUR FLOOR SLAB ,
GLUED) SOLID BLOCKING OVER(TYP.® ALL DOORS)
II-7/6"VER5A-RIM 11-1/8"BGI/400's
6BOBGI/400's ® I6"O.G. 2x4 R.W.SILL PLATE W/ #4x8"DOWELS® 6"O.G. 4"GONC.SLAB ON 3" ti
2x4's(D.F.#2 OR SILL SEAL d I/2"O xl0"A.B. `
(W/WASHER)® 4'-0"D.G. PEA GRAVEL AND 95%
5/8"TYPE 'X"GYPBD BETTER) ® 16"O.G. d 12"FROM EA.CORNER 5° 3° COMPACTED FILL
5/8"TYPE 'X" GYPBD
4"GONG.SLAB ON 3"
PEA
PEA GRAVEL AND Q5%
(W/WASHER)® 4'-0"O G. - _ II - �- COMPACTED FILL
2x4's (D.F.#2 OR 2x4 R.N.SILL PLATE W/ t
BETTER) ® 16"O.G. SILL SEAL d 1/2"4P AO"A.B. =11 GOLD JOINT IIII=�j�j _ -I I (III I'I r �I_IIII
II IIIII�JIIi=lllt 1 IT=1 '-111f�llll -IIII-I �I IIL IIII=1111�11'` r
d 12"FROM EA.CORNER I1t=11 =IIII ILI .III_ 1=„ =111JI �)#4 GONT.HORIZ.BARS
- _I 1= �I �--�II ILI !'111-III'' .
nT IIIII I�) IIII IIIII_+ " - I °
® -- 4"GONG.SLAB ON 3" y - 6• 6l'i TURNDOWN 11 IJj—Tfl ur=1 1 I� JI111illllll l I t
I00-0
PEA GRAVEL AND 95% I{�• THICKENED FOOTING I -ll-III I II IIII=1'
CONG.FOUNDATION WALL )I I=11 I °I III=1T'
COMPACTED FILL W/#4 REBAR® 16"O.G.
I,I nil=1• F=�i=l I� i'I l i- � -
i' I lil _ �I-Illil= l�' �i) (5)#4 GONT.HORIZ.BARS GONT.,HORIZ., d (1)#4
=Uf 11=I'l1t-IIII-1!I t_li II 'r REBAR VERT.® I6"O G., _s
y '' 1il "" y ALT.SEND5(TIE TO STEEL 2"RIGID INSULATION®
p y' THICKENED FOOTING FOUNDATION WALL AND
IN FOOTING) IN 2'-O' FROM PERIMETER
GONG.FOOTING W/(3)#4 1
DETAIL
REBAR HORIZ.,GONT. /�
4 D E T�4I L (® BAPTISTERY THICKENED FOOTINCs) 5 D E TA I L l•PONYWALL) y DETAIL -TYP.FoOTING
4 SCALE: 3/4' ■ I'-0' 4 SCALE, 3/4' = I'-0' 4 SCALE: 3/4' 1'-0'
CONCRETE NOTES j:
1. PROVIDE A HEAVY BROOM FINISH ON ALL EXTERIOR WALKS AND SLABS.
2. CONCRETE EXPANSION JOINTS SHALL BE PROVIDED A MAXIMUM OF 20'
` AND SCORE MARKS AT 4'-O'O.G.+ ALL CONCRETE WALKS UNLESS
NOTED OTHERWISE.
3. ALL CONCRETE SHALL BE TRANSIT MIXED AS PER ASTM C-S4 WITH A NOTE'
DESIGN STREWaTH OF 4000 PSI AT 2S DAYS,(NOTE: ALL FLAT WORK
TO CONTAIN NO FLY ASH). NOTE:,
THESE DRAWINGS PREPARED A5 A PARTIAL ARCHITECTURAL SERVICE. ALL FIN154
4. FILL UNDER INTERIOR SLABS SHALL BE COMPACTED TO A DENSITY ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING ;
OF S5%AS PER ASTM D-1551. FOCI SHALL BE PLACED ON STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY, ,
UNDISTURBED EARTH. OF THE OWNER AND/OR CONTRACTOR.
S. ALL SPLICES IN REINFORCNGx SHALL BE TIED WITH A MINIMUM LAP 4-concdet:dwg 12-16-02 2:28:40 pm MST
AS FOLLOWS:
(A) HORIZONTAL REINFORCING - 40 DIA. ell
(B) CORNER REIISFORCINCs- 40 DIA, DRAW1N05 ARE PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. All SITE ORADIIIO.
GRADE ELEVATIONS" FNiISNES, EIECTRICAL, NEATRKi t AR? CONDITIDNRNi.'VENTR.ATION. PLU1p81NO, \N
AND E%ISTINIi STRUCTURES TO BE THE M OF THE OWNER AND OR CONTRACTOR° LICENSED,
6. ALL EXPOSED VERTICAL CONCRETE SURFACES&HALL HAVE ALL VOIDS, ARCHITECT'
AIR POCKETS,ETC,FILLED AND BLENDED TO A UNIFORM FINISH. AR-1288.
(SACK RUBBED): w�ta 0110a ms RUSS LIVELY ARCHITECT, CHARTERED` w••. Dec 02 i e
"ve Piown
2068 ADDISON AVE.'EAST 734=4303 CHO= �
'1. ALL`REINFORCINCx STEEL SHALL BE GRADE 60. � � !
8. ALL EXPOSED STEEL TO BE FACTORY PRIMED. THIN"FALLS IDAHO 83301> Kam,
AM VAMATCMR .
• ;' - RUSS V
islet[mM : ANEW ADDITION FOR: . �.. .
txe rMorrAtr OF isle
:. MOTtLAND MAY
GR�4G�'8�4PtfSt .CHURCH ,,,,,,, m232. A�oF�o�o
122'-0" EXISTING
2q'-0' 65'-3"
4'-2" 4'-10' 15-b" -_ 10'-4" l'-0' l'-0° l'-0' l'-0" l'-0' b'-3" b.-T"
s rv0
��OMP
1
I!F
�-- om
u (20)A6'--0 i 7,1A
�#1 METER
2° 20 b. BL. 2°6° 206° 2°6° 2°6° bolo
EXIT
EXIT W/PANIC L� W/PANICN ELEG.PANEL (20)MIN RATED
Lu
FURN PO.U.W(TDCDGAYT
P
E)
R
3°l° 10 G U
° ME HEATER o q'-O'
+ A.F.F.° - r
0 ---T -2 °
IT) r r- -, m>(3/4)HOW RATED
1 WRE GLA% °MIN RATED
L___J __J L___ L---jL � - L---J L---J L---j L---J L---J MECHANICAL CHASE
UCH---- ---I _ _ --- ___ ___ ___ __ RETURN AIR
RATED
D
- � I I I I I_--i v I m TILE 20 MIN
m +18" 1 h---1 ---1 F --1 h - 1 ---i r- -1 -- �- -� � 4 FIOIIR _
! m 1 �/) RATED 10 G
+24" � ---a L---I L---a L---� �---a �---a - -a �---a �---� �----� �---a L---a I----a WIRE 6L.A55
1 m _
Q 12'-O"BIFOLD DOOR ° A
r 3 I/2'xl4'VER5A-LAM i 4
Q - CATHEDRAL CEILING SEATING + I (20)MIN RATED
------- ---- - ----------- ------- FF.• 100'-0' X
EXI5TIN6BAPTI5TERY(TO (2l2) (MATCH EXISTING) w� 1
BE RELOCATED BY OTHB25) 11�6-'
Q FRAM NGBd15T R5 A5DRE0. t✓-'2 b'9 - _ _ 4 SEE WALL NOTE
�' r--- I - I --, - --7 � I �-� � r i r e --� r-r I -r ..L. ;
_ - -- -- -- 1 - 1� ---a
I
_ `� (3/4)HOUR RATED
UP
COUNSELING/ A 1 L- F F F L---J IL--- L---i L-__J L _- m I WIRE GLA55 I ktlZ GoCL¢+�02
Q `
4 ti --- -- I --I ---- _ i i -- Q `d l+1 Iphi�? D
WARDROBE/ h I -� ---� �--- i I I I I I I I--
m �1 MECHANICAL CHASE
CHANGING/ 1 r---, - - , - - RETURN AIR! 4 I U
--
r l f---� r--- ---,i ---- ~Z
PREP --a - -a - - 1 - 1 r--- ---1 -- F- 1 - 1 1 l� f 1 B *' X 4
- -
° � I r � r � I� ,o w RL
I !
m
! 1 1 in (3/4)HOUR RATED
Q o 3°l° J L._ J J L _. 1 L__ L_J L_J L_J L_. L._ J _. J _ _i 1 L_ �.__ L ___ I M �� `� p
I" INSULATED,TEMPERED, I m
EXIT 4 ° �D W/PANIC EXIT GAZING(TYPICAL)TINT 4�0
(20)MIN RATED
W/PANIC n (MATCH EXISTING)10 111l ec. -
-------- ----- -- ----------V b�� 2°b° 2°6 2°b° 3°l° 2°b° 2°6° 2°6° 2°b° 6° b �BL"3°l°
i
� 8 F
4'-2" 4'-10" 10'4" l'-O" l'-O" l'-0' l'-0" l'-0. 6-5- B'-0
24'-2"
ADDITION FLOOR i=LAN NEW "KNOX" BOXY
SCALE: 1/4' - I'-V' 5612 SF ® (VERIFY EXISTING) R
DEMOLITION NOTES
REMOVE SECTION OF EXISTING WOOD WALL LEGEND
❑ REMOVE EXISTING WINDOWS,FRAME
FRAMED AND BRICK VENEER WALL, G SHORE UP EXISTING STRUCTURE AND IN OPENINGS W/2x4'5 a 16" O.G. $ 5/5" NEW 2x6 WALL W/BRICK LEGEND
TYPE "X" GYPBD,FINISHES TO MATCH WAINSCOT NOTE:
INSTALL NEW 3-1/2" (VERIFY)x q-1/2" EXISTING. EMERGENCY LIGHT W/
VERSA-LAM BEAM IN EXISTING TO b" 13 AND REMOVE ® NEW 2x6 WALL BATTERY BACKUP THESE PRAHING5 PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES,
STRUCTURE. REMOVE BRICK VENEER WING WALLS ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING
FOUNDATION TO BELOW FINISH JR LIGHTED EXIT SIGNS 5TRUGTURE5,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY
TO MATCH EXISTING FINISH FLOOR. E
FLOOR AND POUR NEW SLAB THROUGH REMOVE SECTION OF EXISTING NEW 2x4 WALL OF THE OWNER AND/OR CONTRACTOR.
(SEE FOOTING b FOUNDATION PLAN) F MANSARD ROOF AS REG. FOR NEW l0 b ABL PROVIDE (4) IOIb(VERIFY)
0 EXISTING WALLS ADDITION(SEE ROOF PLAN). FIRE EXTINGUISHERS AS 5_fl I dw 12-Ib-02 4:44:11 m MST
H REMOVE EXISTING WINDOWS AND - - INDICATED P p
REMOVE SECTION OF EXISTING
CENTER DIVIDER,RE-CONFIGURE ❑ -- -- ----- -"----' WALLS TO BE REMOVED
OPENING W/3-1/2"xq-1/2"VERSA- F ROOF OVERHANG AS REG. FOR NEW
LAM FOR INSTALLATION OF NEW ADDITION(SEE ROOF PLAN) - --- ---•-- LINE TYPE OF ITEMS TO BE (NOTE' THESE DRAWNgS ARE PREPARED AS A PARTIAL ARCFNTECTURAL SERVICE- ALL S M GRADNG.
REMOVED. GRADE ELEVATIONS, FIMSNM ELECTRICAL, HEATING ! AR CONDRIOIMIO, VENTRATION. PL.UIIBINO. 5-FLPL
6' O"xl'-O"(VERIFY) 20 MIN AND EXISTING STRUCTURES TO K THE RESPONSIBIUTY OF?FIE OWIER AND OR CONTRACTOR. LICENSED
RATED DOORS,SAW-GUT AND NOTE "I" ,SOUND RESISTIVE WALLS; AUDITORIUM/ ARCHTEC'
REMOVE FOUNDATION TO III BELOW LOBBY WALL AND WALLS AROUND BATHROOMS nR-1z88
FINISH FLOOR AND OUR NEW SLAB HAVE osas RUSS LIVELY ARCHITECT, CHARTERED an• DEC m2
TO RECEIVE 3-I/2" SOUND INSULATION,RG CHANNELS, HAVE oral
THROUGH TO MATCH EXISTING FINISH 1/2" SOUND BOARD AND 5/8" TYPE "X"GYPBD. TH15 90AM 0600 . 2088 ADDISON AVE. EAST (734-4303) 0111 9 SHEET 00•
FLOOR.(SEE FOOTING 4 FOUNDATION IS TO BE PLACED ON THE "LOBBY" SIDE OF COMMON VDWY° MM a Tl►IN FALLS IDAHO 83301 PLAN). WALL W/AUDITORIUM,AND ON "LOBBY" 51DE OF THE mm vA T ww 011
BATHROOMS. ML
: ANEW ADDITION FOR,
na PrAxw"O/TNL
Q1,MT K OMWOM ol
GRACE BAPTIST CHURCH ,D. m232 STATE OFIDAHO
PRE-MANUFAGTURED
STEEPLE .
B
8 COLORED METAL RIDGE
VENT
GUT-BACK MANSARDAS REG.FOR NEW - —-- — — — — — — _ —— — ARGHITEGTURAL ASPHALT
ROOF STRUCTURE — _--- — -- -
— SHINGLES(40 YEAR)
COLORED METAL SOFFIT,FASCIA'
GUTTERS 4 DOWN SPOUTS
_ - - -- 10' "FREEZE"BOARD �„
--- // �� p STEEL 51DING64
e
-O—�
A EXISTING EXPAN51ON JOINT SRIGK VENEER WAINSCOT
8 PRE-MANUFACTURED
STEEPLE
NORTH ELEVATION
SCALE: 1/8' . 1'-0.
_ -- NEW DRAINAGE CRICKET
12
PL_.HT. — - - ---- •
--_ - - / [Jul
® 4 \� //
f .
WEST ELEVATION I
SCALE: 1/8' I'-0'
B
COLORED METAL RIDGE 8
VENT
GUT-BACK MANSARD
_ - -- ——_ -- —---- -- -- ----- -- -- — ----- — --- — AS REG.FOR NEW
ARCHITECTURAL ASPHALT —- — — — _ — _ — - - - ROOF 5TRUGTURE
SHINGLES(40 YEAR)
COLORED METAL SOFFIT,FA5CIA
GUTTERS 4 DOWN SPOUTS
10" "FREEZE" BOARD -- -- -
4"TRIM® WINDOWS,DOORS 4 — --- -- —
CORNERS _ - -- -- -- --- /
FF.® 4 �0 no \ / \
i
BRICK VENEER WAINSCOT
STEEL SIDING EXPANSION EXISTING
JOINT
b-elevl.dwg 12-16-02 11:52:21 am MST
SOUTH ELEVATION
SCALE: 1/8' 1'-0' NOTE THESE ORAWINOS ARE PREPARED AS A PARTIAL ARCNITECTURIIL SERVICE. ALL STTE GRAWINi, ® '
GRADE ELEVATNXrS. FINISHES, ELECTRICAL, HEATING ! AIR CONDITIONRNi, VENTRJITION.`PWYBING,
AND EXISTING STRUCTURES TO BE THE'RESPONSIBILITY-OF THE OWNER ANO OR CONTRACTOR. LICENSED
ARCHITECT
R4
NOTE: ,;CHARTEREDHAVE oA.r: DEc 0s
°VER 2068 ADDISON AVE. EAST (734-4303) - sH r NO
THESE DRAWINGS PREPARED AS A PARTIAL ARGHITEGTURAL SERVICE. ALL FINISHES, a THIN FALLS IDAHO, 83301 ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING My VATTm unoMs 1
TM[FIIDF W a nc OJ : ANEW ADDITION FOR: ZSl�
STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY TMpc M Mcra
OF THE OWNER AND/OR CONTRACTOR.
AND w. GRACE RAPT f 8T`CHURCH A!/MD �3s STATE OF IDAHO
K�oF�ooucm.
HOLD FRAMED GABLE END
WALL DOWN 5-1/2"AND RUN
LOOKOUTS OVER(TYP.® ¢
BOTH GABLE ENDS
P.E.FLAT BOTTOM CORD TWJ55E5®24"O.G. P.E.'5055OR"TRUSSES®24'O.G. P.E.FLAT 130TI OM CORD TRU55E5®24"ar,
DRAFT STOP
HI/AG I VAG �omp
VAG COMP COMP
u u
u
II
� II II II I I I I III I l l l l l l l l l l j j l i �i I I I I I I I I I i l l l I I I I I I I I
II II II I I I I I I I I I I I I I I l l l j j l l it I I I I I I I I I I I I I I I I II I I I I j - j I
1 II` 1 1 I I 1 1 1 1 1 I 1 1 1 1 I I I I 1 1 I I I 1 I 1 1 I 1 I I 1 1 I II 1 1 1 I I I
�WH` , FU N
-- II II II I I I I I I I I I I i l l l l l l l l l it I I I I I I I I I I I I I i l l l�I I I j I I I I I if I I II 1 I I 1 1 I I I 1 1 1 1 I I 1 I I I 1 1 1 I I i I 1 1 I I I I 1 I I 1 1 , I 1 , I ,•. , .I ,
112411X3011
JI n ATTIC ACCESS I 1 t 1 1 t I I 1 I 1 I 1 I 1 1 1
�,,,III1 II K(u RAED I I I I i l l l l l l i l l l l l l l i l II I I I I I I I I I I I I I I I I
. .. t
1 II 11 II I I 1 I i I 1 I I 1 1 I 1 1 I 1 1 1 I 1 1 1 RIDGE VENT 1 1 1 I 1 1 1 I 1 1 I 1 I 1 1 I 1 1 I II I ' 1 I I I 1 1 1- I I I ,
W I I
if I i
+c• 1 1 ccry I I 1 I 1 1 I I 1 1 I 1 1 I 1 1 1 I 1 I u 1 I 1 I 1 I 1 1 I 1 I 1 1 I I I 1 I 1 - 1 _ _
n
24"X30"ATTIC ACCESS
.
HOUR RATEDl11 _ II DOUBLE UP TRUSSES I 1 I I 1 I I I I 1 1 I I 1 I I 1 I I II 1 1 I I 1 1 I 1 I 1 I I 1 I 1 1 11 1 I 1 I 1
AS REG.FOR PRE—
II MANUFACTURED i l l l l l l l l l l l l l l l l l i l it I I I I I I I I I I I I I I I I I I I
STEEPLE,,/�V��LR I 1 I I 1 1 I I 1 I I 1 I 1 1 I I 1 1 I I 1 1 1 I I I I I I 1 I 1 I I II 1 .1 I I •�—
rLIFY)N II II I I I I I I I I i l l l l I I I I I I d I I I I I I I I I I I I I I I I II I I I I I I 1 I I I I 1
11 If
I 11 II II I I 1 11 I I 1 1 I I 1 1 I 1 1 I 1 I I 1 I I 1 I I 1 1 I I 1 I I I 1 I I I 1 I 1 1 1 I I 1 I I I I �1 I �. 1 I
(IIIIIII IIIIIII IIIIIIIIIIIitIIIIIIIIIIIIIIIII�IIIIIIiIIII
II I I I 1 11 I
( ' IIIIIIIIIIIIIIIjjll 'IIIIIIIIIIIIIIIIIIIIII ` I
�IIIjjIIII o I Illlllllllijllillllllllllllllllllllllll
_1 I I I 1 I I I I I I I I i 1 I I I 1 I I 1 I I 1 I t I I I I 1 1 II I 1 1 1
1 11 II II 1 I 1 1 11 1 I 1 I I i I 1 I I I I I 1 1 I I I I I I I 1 I i 1 I 1 1 1 I 1 I II 1 1 1 I 1 1 3-1 I"(VERIFY)
RII)x I-1/2,
— II jj II I I I I ( III I I i l l l l l l l l l l l l it I I I I I I I I I I I I I I I I I I I I I I -
VERSA-LAM I I I 1 1 I 11 I I I I I I I I 1 1 1 1 I i I I I I I I I I I I I I 1 I 1 I I 1 I 1 11 I '1 I I 1
I II 11 II I I I I 1 tl I I I I 1 1 I I I I 1 1 1 I I 1 1 I I I 1 I I 1 I I I 1 1 I I I I I I I II 1 1 I I t 1 I �—
I�'IIIIIIIIIIIII IIIIIIIIIIIIIIIIIgIIIIIIIII ( IIIIIII IIIIj � � � � �
1 11 II II I I 1 1 I 11 I I i 1 I I 1 I I 1 I I 1 1 1 1 1 I I 1 I 1 I 1 I I I I' I 1 1 1 1 1 I 1 - I I
- _II _ I I ■lt 1 I I_ I 1 I _I 1 I_ ■�j 1 1 _ 1 �F. 1 I 1 1 —1 1 � I I 1 1 11 1 1 1
PROVIDE EXTRA VERTICAL t :1
SUPPORTS(I6"O.C)AT PROVIDE EXTRA VERTICAL 1
TRU55 TRANSITION FOR SUPPORTS(I6"0.0)AT
DRYWALL APPLICATION 8 TRUSS TRAN5ITION FOR
SEE SECTION G/9 SDRYKALL EE SEGTIONPG I ATION 3-1/2"(VERIFY)x 9-1/2"
VERSA-LAM DRAINAGE GRIGKET
2x6's a 24".O.G. 4
TRUSS DESIGN NOTE:
5/8"PLYWOOD(AS
REGtUIRED)." .
TYPICAL HEADER IS 5-1/4'x9-1/2'VERSA-LAM
TOP CHORD DESIGN: BEAM,UNLESS OTHERWISE NOTED.
WIND LOAD(20 P5F/2) = 10 PSF
t:..
- SNOW LOAD = 25 PSF
DEAD LOAD = 12 PSF
TOTAL DESIGN LOAD(TOP GHORD) = 4-7 P5F
BOTTOM CHORD. ®® 7-roof.dwg 12-I6-02 2:31:01 pm MST
DEAD LOAD = 12 P5F ROOF FRAMING FLAN
NOTES: SCALE: I/4' 1'-0' NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL ARCHTIECTURAL SERVK7E. ALL SITE.ORAOINO.. .
I- SUBMIT SHOP DRAWINGS TO ARCHITECT,(STAMPED GRADE EUEYATNXAS, RIRSFIES, ELECTRICJIL, NEATMq t AR2 CONDITIONRIQ" VENTILATION. PLUY:SNG, �_RpOF
AND EXISTING STRUCTURES TO BE TIC RESPONS�'UTY OF-THE OWNER AND OR CONTRACTOR. LICENSED
BY ENGMEEW,FOR APPROVALS BEFORE FABRICATION ARCHOECT
2- USE HURRICANE CLIPS ON EACH END OF EACH I TRUss AR-1288
NOTE. RUSS LIVELY ARCHITECT. C$ART$R$D p�.r, DEc 0Y
3- ALL TRUSSES TO HAVE 1'-0' INSULATION HEEL
sum ollill °YO1 2088 ADDISON,AVE. EAST;:(734-4303); ou" SHEET No.
THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, plcpEp,
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING N FA
WWI DNDMMI 0"m THIN LLS IDAHO 83301
STRUCTURES,51TE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY ANY VANATOW
ss v
OF THE OWNER AND/OR CONTRACTOR. THE nlor°011�oa ANEW ADDITION FOR: . lll((I
GRACE .BA1511"IST CHURCH ,ate m23r STATEaFIo TNE
,o,
G D
9 9
TREATED AIR
TREATED AIR
TYP.
PROVIDE EXTRA VERTICAL PROVIDE EXTRA VERTICAL
SUPPORT5(16"O.G) FOR SUPPORTS(16" O.G)FOR
DRYWALL APPLIGATION DRYWALL APPLICATION
SEE SECTION C/9 SEE SECTION C/9
i.
ju
AUDITORIUM
❑ RETURN AIR
ra
FZ 6rJ t�GC2`f� L!-F troR7�l'(
I
RETURN AIR RETURN AIR RETURN AIR(IN
MEGHANIGAL GHA5E)
/*4%BU 1 LD INCH SECTION (WEST-EAST)
8 SCALE: 1/4' 1'-0'
TREATED AIR
12
5
E
9
_ PL. HT.
1 —�
l
20 MIN. RATED 3/4 HOUR RATED I-b.
DOORS W/PANIC WIRE GLA55 W/ TYR
HARDWARE 5TEEL FRAME5 NOTE:
❑ ❑ ❑ ❑ THE5E DRAWIN55 PREPARED A5 A PARTIAL ARCHITECTURAL 5ERVIGE. ALL FINI5HE5,
ELECTRICAL,HEATIN5 AND AIR CONDITIONING,VENTILATION,PLUMBING,EXI5TIN5
STRUCTURES,51TE GRADING AND GRADE ELEVATION5 TO BE THE RE5PON51BILITY
OF THE OWNER AND/OR CONTRACTOR.
oQ Pal
--- F.F.mb
I I 100-0 8-5ectIAN9 I2-16-02 2:3I:33 pm MST
RETURN AIR SRILLS
NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL SITE GRADING,
GRADE ELEVATIONS, FMMSHES. ELECTRICAL. HEATMIG ! AIR COHDITIOIMNG, VENTM ATION, PLUMBING.
AND E7=MG STRUCTURES TO K THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR. LICENSED
NiCHIIECT
^BU I L D I NCB SECTION (NORTH-SOUTH) AR,288
wrna o.aNras RUSS LIVELY ARCHITECT, CHARTERED DA.r. DEC 07
8 SCALE: 1/4' . 1'-0' °� 2068 ADDISON AVE. EAST (734-4303) cum W, SHEET NO.
wery DIMiNa m Ate THIN FALLS IDAHO 83301 "1°`K
M0T►r ne omcc OF R`o
ANY VAMMIIDM[. RUSS L LV
nMx gMrMlOt AK ECT: ADDITION POP- IZI
M MID!•QTY or M
K AND WAY GRACE BAPTIST CHURCH ,D, ass STATE OFIDAHO
ARCHITECTURAL ASPHALT SHINGLES
(30 YEAR WARRANTY,80 MPH)ON 2x6 LOOKOUTS® 24"O.G. N� I"E°
30#BLDG.FELT USE REVERSED J015T HANGER ,
THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES,
5/8"PLYWOOD SHEATHING I-I/8"x4" FASCIA ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION PLUMBING;EXISTING .
W/COLORED METAL WRAP STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY
P.E. "SCISSOR"TRUSSES® OF THE OWNER AND/OR CONTRACTOR "
24"O.G. COLORED METAL SOFFIT
(I!3 PERFORATED)
FRAMED GABLE END,2x6s
(D,F,#2 OR BETTER)® 16"LOOKOUTS OVER ARCHITECTURAL ASPHALT SHINGLES
RUN O.G.,HOLD DOWN R( dTYP. (30 YEAR WARRANTY,80 MPH)ON
OF(2)) 30#BLDG.FELT
STEEL SIDING
12
P.E. "51_-I550R"TRUSSES 8 "
'1116"05B SHEATHING d 0 24"O.G.,USE HURRICANE
15#FELT CLIPS ON EACH END OF R-38 INSULATION(MAINTAIN
2x45® ib"O.G. EACH TRUSS 1-1/2"AIR SPACE® EAVES)
PROVIDE EXTRA VERTICAL 5/5"PLYWOOD SHEATHING SOLID BLOCKING
MEMBERS ON THIS TRU55 FOR FLASH AND COUNTER "
(2)LAYERS 5/8" TYPE "X"GYPBD APPLICATION OF DRYWALL I' FLASH
(TYPIGAL OF(2)TRUSSES, INSULATION HEEL 4
SEE 51l 3 8) _
PL.HT.® (2)LAYERS 5/8"TYPE "X"GYP3D "
R-Iq BATT IN50L. E VAPOR EXISTING ROOF STRUCTURE 1�2-0"----- "
BARRIER (ASSUMED,FIELD VERIFY)
P.E.TRUSSES® 24"O.G. Sill HD-5 HURRICANE cur(EACH
I-I/8"x8" d I-I/8"x4" FASCIA ���. END OF EACH Tll .{
W/COLORED METAL WRAP (1yp) TYPE "X"GYPBD
COLORED METAL SOFFIT —� SOLID BLOCKING
(1/3 PERFORATED)
2xb's (OF#2 OR BE I Ill
OVE MANSARD 1-1/2"xl0" "FREEZEBOARD" ® 16"O.C.W/R-Iq BATT Ill
G2.
CONTRASTING COLOR b VAPOR BARRIER
R-55 INSULATION(MAINTAIN
\, 1-1/2"AIR SPACE® EAVE5) '7/I6"O.S.B.EXT.SHEATHING III 5-1/4"xq-1/2"VER5A-LAM
PL.HT.
-----�112'-0-0" ------------ -_ 5/8"EXT.GRADE GYPBD
W/15#FELT
(2) LAYERS 5/5"TYPE w,GYPBD 1
4" "CONTRASTING"TRIM AROUND
WINDOWS,DOORS AND® CORNERS
5USP.CEILING
® I10'-0 ,
AIR SPACE "
5U5PENDED CEILING® ;I
SHEAR AND T EXPOSED
FELT(2x2 GRIDS,SLT PANELS) SHEAR
BEFORE FRAMING
NEW CONSTRUCTION GYPBD RETURNS W/ROUNDED
CORNERS((4)SIDES) t
SOLID BLOCKING 5/8"TYPE X' GYPBD -- - SEALANT
_J SIMP50N HD-bA HOLDOWN
5/8" TYPE "X"GYPBD (WHERE OCCURS)SEE FTG
2xb's(DF#2 OR BETTER). l BRICK TIES® 2'-O"O.G.E.W.
FIND PLAN SHEET 0)
EXISTING BRICK VENEER 2xb R.N.SILL PLATE W/
REMOVE WING WALLS BRICK VENEER WAINSCOT SILL SEAL 3 112" xl0' A.B.
5/6"TYPE "X"GYPBD ON (W/WASHER)® 4'-0"O.G.
3-I/2"SOUND INSULATION 1/2"SOUNDBOARD AND I"AIR SPACE 3.12"FROM EA:CORNER
(PAPER FACED) "RG"CHANNELS FLASHING
- f
4"GONG:SLAB ON 3
PEA GRAVEL AND c15%
WEEP HOLES® 48"O.G. COMPACTED FILL
F.F.
2xb R.W.SILL PLATEN/ SIMPSON HD-6A HOLDOWN
1/2"(P xb" "RED HEADS"® (WHERE OCGURSJ SEE FTG- I _
48"O.G. d 12"FROM EA. FND PLAN SHEET(3) 1 u LII H-IIII�III " III
CORNER I t-IIIII II�I
2xb R.W.SILL PLATE W/ "'=IIII H 11-111 WIN 1 ' =1111=IlI-IIIII_
`d I/2"EXPANSION JOINT
SILL SEAL d I/2"mXIO"A.B. " Ilfi III-IJl l °.1 a -T� 111(= N/SEALANT(TYPj
lw/WASHER)® 4'-0"o.G. IIIII I- ILI=T=_, -I
b 12" FROM EA.CORNER SEE DETAIL 1J4 FOR ri= 1 L=11111lI111=1l'
- 2"RIGIDANSULATION
FOUNDATION INFORMATION II ii1=11 1=IIII �
4"GONG.SLAB ON 3" � 'T 11f Tif� FOUNDATION WALL AND
PEA GRAVEL AND g558 (F I"'. IN 2'-0"FROM PERIMETER
COMPACTED FILL • �_ --_
• J
----- F F.
_e SECTION (TYPICAL 'SCISSOR TRUSS'WALL)
AF ORSimin
a SCALE: 3/4' • P-m'
=J��=1tll- III—IIII=1�_III!�=1il��lllll��'_T ' 91111= — -
- I—ii 1�=•Till_:" "—hil-7f=111:i=1i'II—lui - - ..
9-5ect2.dwg 12-16-02 2:32:04 pm MST
BTh' NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL ARCHITWINNIAL SERVICE.:ALL SITE GRADING, `
GRADE ELEVATIONS" FINISHES. ELECTRICAL" HEATING t.AIR CONDITIONING VENTILATION, PLUMBING,
AND EIOSTING STRUCTURES TO BE THE RESPONSI1111 OF THE 0Wmm AND/OR CONTRACTOR. a
I'
wlmla+cams s AUS LIVELY:AHTlCT CHARTEREDSECT ION (CORRIDOR WALL) SECT I ON (COMMON WALL) �NAVE °"" 2088 DISN AVE. EAT(734.4303) ' - SHEET NOSCALE: 3/4' . I'-0' 9 SCALE: 3/4' I'-0' aAHD oi ANY VAMIITIONLUss plA qt : ANEW ADDIt10N POI -' i�m naro�tr ant
mom AM WAY
0232 STATE OFIDAHO
-
;.:
., .
.
PAINT CEILING
4 WALL ABOVE
TILE TO CEILING
BULLN05E TILE® TOP 4 PAINT CEILING
AROUND MIRRORS(TYP) 4 WALL ABOVE BULLN05E TILE
TILE TO CEILING < ® TOP
5'-0' 5'-0" 3.-0. CERAMIC TILE TO
MIRROR CERAMIC TILE TO MIRROR 4'-0"ON ALL WAI 15
PAPER TOWEL DI5P. 3'-0. 6' 4'-O"ON ALL WALLS 6" 3'-0' 3'b" I'-0' OF RE5TROOM
PAPER TOWEL DI5P.
48"MAX FROM FLOOR OF RE5TROOM `
TO CONTROL. (5'-9"x3'-0") ', j T (5'4"x3'_0 TO CONTROL.M F.F. � PROVIDE 2x8
48"MAX
I �- PROVIDE 2X8
1-i- - BLOCK'G IN WALL -
�+ FOR SUPPORRAB BAR - SUPPORT
GRAB BAR
93
_ o
f - _ - 4 4 - t -- o ry TOIL ER PAPER
i
4
I as _
HAN
m - -ili ILJ
1 z
6 P _
TILE FLOORING]AV TILE FLOORING PV
HOT/GOLD 4 DRAIN HOT/GOLD 4 DRAIN COVE TILE BASE
PROTECTORS(TYPJ 5'9" I'6" I'b" 3'b' I'6° USE INSIDE d OUTSIDE I' I'6" I'-6" 5'-9" PROTECTORS(TYPJ ,MAX USE INSIDE 4 OUTSIDE
CORNERS AS REGI)IRED.
CORNERS AS REOUIRED. SNAP FLANGE COVERS
SNAP FLANGE COVERS (TYPICAL)
ELEVATION •MEN'.ACCESSIBLE (TYPICAL) e'ELEVATION •WOMEN'e AccesslBLe
ELEVATION •AGGESSIBLS
SCALE : 1/2' • 1'-0' RESTROOM E . 1/2' - I'-0. RE TROOM `" SCALE : 1/2' • I'-0' RESTROOMS t
I "
,t
i�
x
I
10-intelev.dwg 12-16-02 2:01:36.pm M5T
NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL=NADING..GRADE ELEVATIONS. FRISHES" ELECTRICAL. HEATIiG R AIR CONDITIONRIO, VENTIJITION,AND EXISTING STRUCTURES TO K THE RESPON MUTY OF.THE OWNER AND OR CONTRJA
ARM CT
NOTE:
wlmo�oNswaae RUSH LIVELY ARCHTfECT, CHARTERED 0A Xw LQMsHEEr No.
THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES, SCALD oPAK s01pt 2068 ADDISON:AVE. 'EAST(734-4303),
p�CNmi -BSc
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING VEW O11t140101 AND TAIrT FALLS IDAHO, 63301,
STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY ANY�YMMATIOW of
OF THE OWNER AND/OR CONTRACTOR. : ANEW ADAITIC7N POI: ELY
THOE OM�IIIOt ME � _ ., r
..
N'" GRACE 10
BAPTIST :GHURGI-I 0232 STATE oFIDAHO -
NOT K�OOUCM
/100
j.
a t ' ... . . :..:.
DRAWING INDEX
SHEET NO. DESCRIPTION
T TITLE SHEET/NOTE5
I FULL 51TE PLAN
2 PARTIAL 51TE PLAN
3 FOOTING/FOUNDATION PLAN
4 GONGRETE DETAILS
5 FLOOR PLAN
6 ELEVATIONS
I T 7 ROOF FRAMING PLAN
8 BUILDING SECTIONS
9 WALL 5EGTION5
10 INTERIOR ELEVATIONS
PLAN ANALY515
Based on 1gg7 Edition of UBG
Ardlitect of Record, RL- LIVELY ARCHITEGT CHARTERED
.lob Address, l98 EA5TLAND DRIVE NORTH,TWIN FALL5,IDAHO
"'p1 . BY OWNER
OU�GlassL'leotlon, A2.1,3,B,El OoaPOnt Load Per Area, A2J: 1,031
A3, 124 B, 2l EI, 341
Hi mber of Stories: ONE Total. 1,529
Floor Area, Exits"red, Basement, NA 15t:4
A2J: 1,258 SF A3, 1288 5F 2nd, NA 3rd: r'iA 4th, NA
B: 2,734 5F El, b c;43 5F Bwgmq L": Yee,x No,
I I ( TOTAL,Ie 21 23 5F� it Skjns, Yes,x No,Tlpe of Gore6rvctbn, V-lU HR Electrical Plare, Yes,_No, x
Autallatlo 5prhkler, Pk Pk rIlbYly f'lam, Yes,_No, X
Yes No X FDII MKha*41 Plats. Yes.—No, X
Partial Wet Dry Yid Load. 20 P5FSebmlc Zone: TWO-B
Maxim m Floor Area AlbMed B9 Code Snow Load: 25 P5F
5q.Ft. 25,23A Foudatlon Beartlg pre_,
Ure: 2000 PSF
Basks for Code AJbv4ed increases. Fire Walls
5p*kW-. Yes:—No, X Wd, Yes.x No,
OtW, INGREA5E 100%FOR OPEN 0 ,9 5epo^atlon
AREA ON(4)51DE-5 Wd, Yes._No, X
Area Separation
Wd, Yes,_No, X
GOIryMqn*g o'""'Mptl ^', • 12,611 5.F EXISTING,5,612 5F ADDITION
GENER4L NOTES
PLANNING 4 ZONING ANAL Y51 S 1. MAKE NO CHANGES FROM THE CONTRACT DOCANA84TS KTHOUT
FIRST RECEIVING NRITTEN PERMISSION FROM THE ARCHITECT.
ZONED LAND USE R-2 WHERE DETAILED INFORMATION 15 LACKIN6,OR IF DI5CREPANCIE5
SHOULD APPEAR POTHIN THE CONTRACT DOCUMENTS,REQUEST
INTERPRETATION FROM THE ARCHITECT BEFORE PROCEEDING WITH
TOTAL LOT SIZE 413812 SF
5,787 SF(TO REPLACE AN DRAINAGE: (NEW CONSTRUCTION ONLY) THAT PORTION OF THE
PORK-
TOTAL DEVELOPED (THIS GONTRAGT) 2. MEN REFERENCE 15 MADE TO A MATERIAL SYSTEM,ALL PARTS
EXISTING LAWN) AND FIU MANUFACTURES SYSTEMSNEW GON5TRUGTION GIUANTITIES: SPECIFIED SHALL FURNISHED
PARKING: GONGRETE = 175 5F 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CHURCH,SCHOOL ROOF = 5,612 5F CONDITIONS AT THE SITE BEFORE STARnNG WORK,AND THE
MOST CLOSELY EMULATES: TOTAL = 5,787 SF ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES.
REQUIRED PARKING: _(1)5PAGE PER(4)SEATS IN MAIN AUDITORIUM 4. ALL MATERIAL CALLED OUT 15 NEW UNLESS OTHERWISE INDICATED.
d (2)PER GLA55ROOM 5. TYPICAL DETAILS SHALL APPLY IN ALL GASES UNLESS
ON SITE RETENTION: SPECIFICALLY SHOWS OTIHIEtWI5E. WHERE NO DETAIL 15
SHOWi,CONSTRUCTION SHALL BE AS SHOWN FOR OTHER
U.B.C.OCCUPANCY: A2.1,A3,B,El AREA OF IMPACT = 5,787 5F(EXISTING LAWN) SIMILAR WORK.
REQUIRED PARKING STALLS: 272 /4 = 68 5PAGE5 6. ALL CONSTRUCTION TO MEET OR EXCEED I941 UB.O.
WN
10 GLA55ROOMS x 2 = 20 5PAGES TOTAL = 88 5PAGE5 EXISTING LA - RUNOFF GOEF. = .20
NEW 15 BUILDING/CONCRETE
PROPOSED PARKING STALLS: 156 EXI5TIN6 PARKING STALLS RUNOFF GOEF. = A5
6 OF THEM AGGE55I51-E. NET ADDITIONAL RUNOFF REG. = .75
NOTE: -
LANDSCAPING REQUIRED: 10%OF DEVELOPED 51TE 5,787 5F. x 1.6"(RAIN)x .75(GOEF5F. x 1.6"(RAIN)x .75(GOEF)
12" /FOOT 579 GF THE5E DRAWIN65 PREPARED AS A PARTIAL ARCHITECTURAL 5ERVIGE. ALL FINISHES,
413�72 5F. x I0% = 41�87 5.F. d GATEWAY ARTERIAL5F. x 10% = 41�87 5.F. d GATEWAY ARTERIAL ELECTRICAL,HEATING AND AIR GONDITIONIN6,VENTILATION,PLUMBING,EXI5TING
PROVIDED 661 GF 5TRUGTURE5,51TE GRADING AND GRADE ELEVATION5 TO BE THE RESPONSIBILITY
OF THE OP*4ER AND/OR CONTRACTOR
PROPOSED: 287,130 5F EXISTING LANDSGAPESF EXISTING LANDSCAPE K�� �.?' 7(03.93�F t-title.dwg 12-16-02 2:32 42 om M51
NOTE: THESE NAM =ARE PREPARED AS A PARTIAL AROIRI[Cfl RAL SERVICE. ALL SITE GRADING.
GRADE ELEVATIONS. FNNSNR:i ELECTRICAL. HEATING t AN COMORK OW VENTILATION. PLU MIIO.
AND EXISTING STRUCTURES TO K THE RESPOIgRKM OF THE OIMRR AND OR CONTRACTOR. UCEW
AR-1
r o�Iowois RUSS LIVELY ARCHITECT. CHARTERED or,
scomm oHAVE"oloia°YER 2088 ADDISON AVE. EAST (734-4309) Dow on
vt.r onoaois AM T1/IN FALLS IDAHO 83301 eN¢um
mom I=OFF or ROOM
wn VMNTOW
TN[fR pipe AK : A NEW ADDITION FOR: USS LIVE
sK PRoranT or M
°.� GRACE 1514PTIST CHURCH 0232 TATEOFIDAHO
80'-O.5ETBAGK
40'-0'R.O.W. O�"°°° 4A
M I
S 88'34'19"E 172.10'
i I IIII II i� �IiII'; 1IIIIIIIj�IIII
�
S 88'34'20"E
297.19'
L E G E N----D
I PROPERTY BODARr
LAW AREA STREET c�TERLIrE
STREET RIGT-OF-WAY ----_-
--------------------
CURB t GUTTER
51OBiALK
EDGE ASPHALT ----------------------------
FENELE
BRED POYRLIIE(APPROXIMATE LOCATION 6F
BURIED PHONE LIE(APPROXIMATE LOATIOW T
I'I
,
�I
I I
t SEWER LINE(APPROXIMATE LOGATICN
LAWN AREA
GA5 LINE(APPROXIMATE LOGATIOW ------�r------
I I ,
WATER LINE(APPROXIMATE LOGATION)
POWER POLE a I
I POWER POLE ANCHOR e I
I i I I
I I ELECTRIC POKER BOX O .
,
j LIGHT N i
i PHONE RI5M
1 I I SEVER MANHOLE
KA
,
I I IRR16ATION TER VALVE
1 I i < 9.501 Ac. f VALVE-5 I L XTREE
a I
►L� I � I -• l �� BUSH
FOUND 5/8'STEEL PIN O
PLAYGROUND AREA I SCOPI
OF NORK
SEE EENLARGED I
o l I }m PLAN,SHEET#2 I
J ZI I
I 1
�_C1S ---�.J�
I I�
r-----fr--, — --- ❑❑ I I h
IW
I
I
NOTE: I O I I I
EASTLAND ROAD WIDENING
AND RIGHT-OF-WAY HAVE I I I I WELLHEAD i
BEEN NEGOTIATED W/THE
CITY OF TWIN FALLS PRIOR I 1 I ASPHALT PARKING AREA ,
TO TH15 APPLICATION FOR
I �
I I 113 I I I
I 1
I I
GYM ,
I � I
' I _ -
~� M
LU i I 1 ❑ + I
I 1
I ❑ '
�
ASPHALT PARKING AREA
I t I ASPHALT PARKING AREA LAWN AREA ;
I I I I
' EXISTING SEWER 1
I
1 '
I 1 '
H I I I -sitel.dNe 12-16-02 4:53:01 pm MST I
I
NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL SITE GRADRq,
GRADE ELEVATIONS, FINS. ELECTRICAL, HEATING ! AIR CONDITIONING. VENTILATION. PLUMBING, I-SITEI
-- - - - — — AND EXISTING STRUCTURES TO BE THE RESPONSIBW M OF THE OWNER AND/OR CONTRACTOR. LICENSED
-t----- — — —,__, — — �— — — —>-- — — ARCH7ECT
AR-1288
5E:VER MANHOLE N 88'34'20"W 709.39' ---------" PA RUSS LIVELY ARCffiTECT 0VVt , CHARTERED mE SHEET NO.
TOP ELEV. = 3714.068 WHAM ILL,RNSONt 2088 ADDISON AVE. EAST (734-4303)
NOTE: EAST INVT.ELEV. = 3'701-%b /\ V�HIrRMMHIIl01M AID T1/IId FALLS IDAHO 83301 GmC M
THESE DRANUN6{PREPARED AS A PARnAL ARCHITECTURAL SERVICE. ALL FINISI{5, S 1 TE PLAN Mm Tm«^a�
ELECTRICAL.HEATING AND AIR CONDITIONIN6,VENTILATION,PLUNBIN6,EXISTING AMY VMLAIgML
STRl1GT1RE5,SITE bRADIN6 AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY SCALE: V • 30'-0' : A NEW ADDITION FOR: �7�C17i,
OF THE OW,ER AND/OR CONTRACTOR ' ANCWn=AND IIAY
TI[/�0/FaIT a 1K
NOT��OOIIC[D. �R�ate/E ��p'r �t /�}..1 I!�/"LI �� 0�3� STATE OF IDAHO
I
I � I
I I l
1
I
1 I
I i
1 -----
' USE BEST MM"EMENT PRACTICE
'I TO RETAIN.7Gs—.�.9 'F.F OF STORM WATER 1( I
I ON PROPERT/.
LOk15POT --
alb ,, i - - G.F.
Q I i. I 3711.5
,' J712 -- - - t--,
x4' MAIN WATER SHffOFF VALVE y�y
_ i v �y"� ' - 6 3.95 G f -- (INSTALLPROPER '.FLOW
PREVENTION
d> ELECT.METER Y i
LISP -- -6----------------
I
rVI
W UNDERGROUND I I ® ® - -- ----- - ❑ ❑ i I
POWER I U�p I ELECT. SERVICE PANEL
I QlD 1 I
—
' NEW 4"m SEV�RLINE
1 NEW 3/4"0 WATERLINE I '
- --------- -= --J -- - 4I-----' NEW OPENINGS
- -
EXISTING
Ej
NOTE: I
� -
EASTLAND ROAD WIDENINr V
LOW SPOT
AND RIGHT-OF-WAY HAVE 1 303 G.F.
BEEN NEGOTIATED W/THE
CITY OF TWIN FALLS PRIOR
TO THI5 APPLICATION FORL. / I \
PERMIT I G J ❑ ;7?3------
Q ' EXI5TING11-1/4" -
} I WATER LINE EXISTING SEWER I (
AND G.O.T.6.
(FIELD VERIFY)
> 1 I BY OWNER
3714_ _
LISP - -
r _ ------- 714 \ EXISTING TRAN5FORMER
1
I I � ❑ I
I
2-51te2.dwg 12-16-02 10:45:01 am MST
NOTE: THESE DRAWINGS ARE PREPARED AS A PARTIAL AMMWTURAL SERVK:E. ALL SITE GRADING,
GRADE ELEVATIONS, FINISHES, ELECTRICAL. HEATING t AIR CONDITIONING. VENTILATION. PLUMBING, 2-SITE2
AND EXISTING STRUCTURES TO BE THE RESPONSIBILITY OF THE OWNER AND OR CONTRACTOR. LICENSED
4RCHITEC'
NOTE: H.,2aa
wwno� RUSS LIVELY ARCHITECT, CHARTERED MMR• DEG 02
PARTIAL SITE PLAN SCA`2:7ME
)MIR ;' esc
THESE DRAWINGS PREPARED AS A PARTIAL ARGHITEGTURAL SERVICE. ALL FINISHES, HAVE 2088 ADDISON AVE. EAST 734-4303 'C ND'
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXI5TIN6 SCALE: VI6' • I'-0' `II THIN FALLS IDAHO 83301
5TRLCTURE5,51TE 6RADIN6 AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY ANYY Rvwm
OF THE OWNER AND/OR CONTRACTOR. 140 "m owtva t AR A NEW ADDITION FOR: uss'ilvkyv
pm
1117m. GRACE BAPTIST CHURCH, 0232 STATE OF IDAHO