HomeMy WebLinkAbout06-0257 464 Carriage Ln N Plans DATE- MAR 06
DRAWN BY: RI Lq44 LM
PLAN ANAL 515 CHECKED: Ru
E sod on 2003 Edition of International Bullding Code REVISED:
Architect or Record: RJSB LIVELY ARCHITECT CHARTERED
,Job Address: 464 CARRIAGE LANE NORTH
Legal Deealptiorh BY On.NER
CL FILER AVENUE EAST - S 86°46'40 E
21 EP EP EP — EP — — — Occupancy Claeelflcatlon: u Ocapant Load Per Area: I:
2" W 12„ W EP EP EP EP —
12" W 12" W 12" -e EP EP 2: 3: 4. 5:
12" W Nrber of Stories: 6: 1-. Total:
Floor Area: Exlte R9+Ired: Baeenent —Ibt:—
_ usardrlt: bL 561 SF 2nd: 3rd: 4tkt Stories
— — — — — — — — — — — — — — — 2rd 3rd 4th Ene SW49 Lights: Yee:_No- X MAR 2 3 2006
3 Q / — — — — — — — D — — — — — — — — —� Type of Cormtnletlon: r"T V-B Exit Slgm: Yee:_No- X YOFTWIN F%:
m / AuAutomaticSp klkler: Electrical Plane: Yee:_No-. X
Yee No X Full Pki bkg Plane: Yee:_No: X
Partial Wet Dry Medwical Plane: Yee:_No: X
Maxine Floor 5� .•Allmied By Code wed Load: Seleeic Class: D
_ -- Sq I t Snow)Load:
I Basis for Code Allowed klaeases: Faedatlon Bearkg Pressure: 1500 PSF. °
- ---- --- Sprklkk re: Yee:—No: x Fire Welt co
Binding Plans heve N
been reviewed and approved I Other: Req'd: Yee:_No•. X O .--1
M ConstnrcHon fiubled Occupancy Separation U-
I I I I Req'd: Yes:_No- X z ~
to Field Inspection �l �1
3 � Area°ueparaklon � h+
co I M � a I Rsq'd: Yee:—No: X wNNi
11
o I D.W. 3 r/ N I Comets or AseEaptlorle: EXISTWS UTILITY BUILDIWs. NOT FOR RVAN OCCUPANCY. W �V� CO
EP F, - _ __p _-�- _ _ I UNDATED,WMSULATED SPACE. ['-I �
I I I
d (2)3/4'CONDUIT
I F�1
NEW LIGHTS t 20'-0'POLES (TO BE LOCATED I I IJ-1
(TO BE LOCATED BY OILNER) BY OUIEW I I GENERAL NOTES
- I L MAKE No CHWWWS FROM THE CONTRACT DOCUMENTS WITHOUT T
� MAKE FIRST RECEIVMG WRITTEN PERMISSION FROM THE ARCHITECT. -L
c� RELOCATE 24'x24' ,
- - U°ERE DETAILED INFORMATION 16 LACKING,OR IF DISCREPANCIES U r^
3 V1
co 3 - _ oI ( DUNE SHOULD APPEAR wrn4M THE CONTRACT DOCUMENTS,REQUEST
STORWGE BLDG
J n --- - - w o BY R) I I THAT PORTIINTERPIRETAON OF 7}g WOgK ITEGT CEFORE PROCEEDMG WITH
a ----
-�- ------ -1 - --------- -- wl I 2. U-EN REFERENCE IS MADE TO A MATERIAL SYSTEM,ALL PARTS I w w O
AND MATERIAL PERTWW-T TO THE MANUFACTURE'S SYSTEMS
o p --- --- --- I SPECIFIED SHALL pE FURNISHED AND METALLED.
WILOROSE LOOP z I I EXISTING BUILDING --- --- -- - --- I 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ��41
CONDITIONS AT THE SITE DEFOR° WOW,STARTMG WO AND THE 0 z
244'-3't I I I ARCHITECT SHALL CE NOTIFIED OF ANY DISCREPANCIES. J T
---
= I A I I pa rKiing amyl Dlaneuveli rldd 4. ALL MATERIAL CALLED OUT 18 NEW UNLESS OTFERIUISE MDICATED. � �I
o - --- --- --- Sha U Ic onefe�e o r osr I 5. TYPICAL DETAILS SHALL APPLY IN ALL CASES UNLESS �4
0 o I _ --_ --- I SPECIFICALLY SHOIIN OTHERWISE UIE NO DETAIL 18
z SHOM CONSTRUCTION SHALL ISE AS SHOJN FOR OTHER
--- - --- --- I SIMILAR �-
1 3 ---------- ------ ----
~"z I --- ---- --- --- FUTURE LIGHTS 6. ALL CONSTRICTION TO MEET OR EXCEED 2003 US.C.
` 3
g o
--- OC W
w I
I Q p >
I -- -- --- /\ � FLUSH HANDHOLE 1 COVER J
Q /�, I I I PROVIDE DUPLEX REC£PT.
/ J ®BASE OF LIGHT POLE 4)3/4'OK 30' ANCHOR BOLTS �I
FULL BASE COVER(TO 1- V)
EP l EP EP - EP EP — EP ,t' v — — I MATCH POLE) (3)03 TIES e 12'O.C. U
3o n I 2'-0'4'+c 6'-0'SONOTUBE 'O � O
I i
+� I I USE BEST MANAGEMENT PRACTICE
TO RETAIN� OF STORM WATER // e yi (4)5 REBAR,VERT. d O
I I ON PROPERTY DO NOT DRAIN STORM I I 1
WATER ONTO ADJAC 2'ASPHALT
-1 WRITTEN DIME SIONS
S'COMPACTED GRAVEL SCALED HAVE RD ME ONS.OVER
N NO
NOTVERIIFY THIS NO C OF
ANY I / I L LL1�JJJ°I1° _ 02006ABY TRO LY
/ I III IIIII III°IIIII IIIII-IIIII�IIII p IIII11111_IIIII�IIII_IIIIIJIIII_IIII=11 ARCHITECT CHA D.
/ /____________ -III- -i THESE DRAWINGS
_EDGE OF GRAVEL _ _ _ _ — — — — J — _ III-_I1 II-IIIII-n =IIIII-IIIII-11�1 1 �_ m_�a°=IIIII=IIIII-11�I1_II I-IL11111E 1=11�I1 THE PROPERTY OF
y II JIII IIII I11aIII Jllll IIIII J ° �1111 H1=IIII-IIIPEI1 IIII_ ARCHITECT AN_ IIII -IIIII IIIII IIIII IIIII IIIII IIII-IIIII-IIIII NOT IT REPR
3 I IIII III III
1111-I III I=IIIII IIII III-III IIIII-IIII-
�� I I I IIIIIIIIIT1�11IIIII111�11111111111111 ° 1111111111111�Iillll—
=IIII=11LI1 11�11=1u1 al I �I1111-
— IIII IIIII
III (IIII IIII _II11�_ CONDUIT AS REQUIRED u(EesEA
— < II III IIIII III Aa TICT
JIIII IIII 1� — S
��1- AR-1288-^
Zone,
III -
- uTi CEDAR RIDGE ROAD 95%COMPACTED FILL
— -- — — — — — — — —lo
J f: SS UVE4�
A SECT ION m LIGHT POLE BASE
SITE
1 I SCALE : 3/4' = I'-0' 3T Eor A
SCOPE OF WORK - SEE 5+4EET #2 NOTE: JOB NO.
SITE PLAN THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES,
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING
SCALE: 1' 30'-0' STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF SHEET N01
THE OWNER AND/OR CONTRACTOR.
SITE
r--------------------------------
DATE• MAQ 06
I I DRAWN BY: Palm t LM
r-------------I -------------- M41
I I I 0 CHECKED:
r , 0 REVISED:
I I 8'xlb'FOUNDATION PROVIDE CRAWL 1 1 EXISTING:
I I I j VENTS((4)TYP.) SPACE ACCESS i
L-
I I 24' BY 32' J
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I
I I I I I I °
EXISTING
I I I I I I e ,
I I 2 I I 2
I I I ( I I I e a
''I I 1 -------- r.'----- FRONT ELEVATION_ �
I NEW I I SCALE: 1/4' = I'-0'
I I I I I I I I
I I I I I ASPHALT SHINGLES q p
I I I I I I I I 2 1
I I -----i '- I I I S°T°OHGD I A m
--------------- I Z W v O L----------------- �� 6'-8' 14'-b' 2'-I0 MM
' � � I V'JJ
24'.O' co
FOUNDATION PLAN ® FLOOR PLAN ® EXISTING �4
SCALE: 1/4' = I'-0' ® SCALE: 1/4 = I-0 ® 0 x
ASPHALT SHINGLES SCOPE OF WORK: U E..; E4
A
3/4'O.S.B. 2x6 PLATE
OR P.T.SILL INSTALL(2)PARKING LIGHTS t RELOCATE EXISTING BUILDING TO A ° I I r,
2x4 PERLINS /2'm 1x0''AS(W/EAL < PERMANENT FOUNDATION. RIGHT ELEVATION --- --� ,�` w � O
WASHER)0 4'-0' OC. THE EXISTING BUILDING IS A WOOD FRAME,UN-INSULATED U®24'O.C. t 12'FROM EA.END SCALE: 1/4' I'-0'
STRUCTURE WITH 2x4 WALLS o Ib' O.C. t TRUSSED ROOF s 4'-0'O.C.
12 TRUSSES 48' O.C. IT HAS 2x10 FLOOR JOISTS t 3/4' SUB-FLOOR THE ROOF IS 3/4'
4 r GRADE�,w 8'MIN.IN OS$.SHEATHINGS t ASPHALT SHINGLED.THIS BUILDING IS SETTING
FRONT OF,SH£sD t ON BLOCKS. W
a I'-8' IN BACK OF
=III='if I= SHED THIS WORK IS TO RELOCATE THE STRUCTURE TO A PERMANENT
III ill iil FOUNDATION- EXISTING �j
PT.HT.
8'-0' AFF, n GONG.FOUNDATION THIS BUILDING WILL BE USED FOR STORAGE ONLY t WILL NOT HAVE
WALL W/04 REBAR O
II=III=___ POWER OR LIGHTING OR HEAT.SIDINGS TO BE INSTALLED BY OWNER_ p T^
'-fib'O.G.GONT.,HORIZ.,
III 11111 t (U 04 REBAR VERT, EXISTING SITE IS DEVELOPED WITH WATER RETENTION t PARKING. Q W H 0-4(
II=III= 32'O.C.,ALL.BENDS O ^
• _III-1' 1�
(TIE TO STEEL IN >
A FOOTING)
OS$. b' 6' b' CONC.FOOTING W/ Q
I-b ( co
HORI CONTR. I L ~
2xd FRAME WALL i D TA I L e FOUNDATION WALL
2 4 O.C. ' 1�1
n c___-_ BACK ELEVATION 5O
2 SCALE: 3/4' 1'-0' SCALE: 1/4' I'-0' a E1
ASPHALT SHINGLES 4 WRITTEN DIMENSIONS
2 HAVE PRECEDENCE OVER
SCALED DIMENSIONS.
VERIFY DIMENSIONS AND
NOTIFY THIS OFFICE OF
ANY VARIATIONS.
02006 BY RUSS LIVELY
ARCHITECT CHARTERED,
THESE DRAWINGS ARE
2x10 FLOOR JOIST THE PROPERTY OF THE
® 6 O.C. ARCHITECT AND MAY
NOT BE REPRODUCED.
BUILD PLANS
, � EXISTING
I
2x6's (DF.02 OR 2x6 R.W.OR P.T.SILL RCHRLICENSED
1 PLATE W/SILL SEAL t 1/2' ARCH(L7
BETTER)® 16'O.C. A$.(W/WASHER) Aa- ae.
REFER TO DETAIL 1/2 �" O.C. t 12'FROM EA.END
THIS SHEET FOR o
FOUNDATION DETAILS LL b MIL.VAPOR ,
w BARRIER 1'-6'x8'CONT.GONG ZSSuvE<r'
a FOOTING ON UNDISTURBED -I LEFT ELEVATION
> h SOIL OR S5q COMPACTED `————- � STATE OF IDAHO
u FILL(TYPICAL) SCALE: I/d' = 1'-0'
NOTE:
GONT.HORIZ 6 I II T III (III 0605
(2)04 REBAR -I nillu 'in=lllllIIIII lI1Uu- JOB N0.
THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES,
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING
A SECTION ®7YP.WALL DET�IL ®PONY WALL STRUCTURES,SITE GSR4DINGS AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF SHEET N0./
2 SCALE: 3/4' I'-0' 2 SCALE: 3/4' = I'-0'
THE OWNER AND/OR CONTRACTOR �I'f�1
2-BUILD
DATE. MAR-06
PLAN ANALYSIS DRAWN BY: g LM
Based on 2003 Edition of International BulldfrQ Code CHECKED: RWI
REVISED:
Architect of Record RUSS LIVELY ARCHITECT CHARTEfRED
,Job fie: 464 CARRIAGE LANE NORTH
Legal Deeaiptlort BY OLLNER
FILER AVENUE EAST - S 86°46'40" E
EP EP EP EP EP _ E P _ — — Ocalparlcy Glaeelflcatloro U Ouzpan Load Per Area: I:
2 W 12" W 12" W 12" W EP - —EP EP EP tl-
—12" e 12" W Nunber of Stories: 6: l: Total:
Floor Area: Exits RNquIred: Baeenerft:_lot_
— — — — — — — — — — — Besenerd' 3rd lot Ah 561 sF Lard: Yes 4th No-
co 8lorfas
c p
TYPE V-B
— — — — — — — TWO of Corotructlah Exit Sig*: Yee:_Na. x MAR 7 1 )nnc
Automatic Cider: x clrr pr
/ � � `Jpr Electrlul Plane: Yee:_Na
u -- Yee No x Full Pkabing Plane: Tee:_No- x
Partial Wet Pam: x
_
Maximal Floor Area Al"ed N Code Wild Load: Selemic Class: D
Baele for Code Allaue l increases: Foodation Bearing Prows& 15W PSF. Q �
Sprinklers: Yee:—No: x Fire Welt
IL
Other: Req'd: Yee:_No: x 1 0
Oco4mncy Separation
V) I I I I I Req'd: Yee:_No: x ;4 0
3 Area Separation �W co
coI I Req'd: Yee:_No.- x
N
F �\
a I i N EXISTING UTILITY BUILDING. NOT FOR HUMAN OCCUPANCY. CO
EI -- - — - I CIAJI$E,,WN TED.$PACE. � Co
EP EP
I I I � � I P4 �
o d 3
NEW IT
LIG- HTS a 20'-O'POLES I (TO BE LOCATED GENERAL NOTES
} I - (TO 5E LOCATED BY OUNER) BY OUNERJ
L
MAKE NO CAIAW31ES FROM THE FIRST RECE WRITTEN PER 1188IGN GGNTRACT M THE R WTOIIT TH I ^
-- -- --- cz RELOCATE 24'x24' WI-EI E DETAILED INFORMATION IS LACKING,OR IF DISCREPANCIES v T^
/I 3 V1
3 �� WoI STORAGE BLDG. - SHOULD APPEAR WITHIN THE CONTRACT DOCUI*E S,FMCL EST
J iU I WI (BY OWNER) INTERPIFETATION FROM THE ARRCHITECT BEFORE PROCEEDING WITH r
.-• N �- --- -A- ---- - -- o THAT PORTICN OF THE WORK `J
o --- --�. - --- _I - --_ WI I 2. WI-IE N I�ERENCE 18 MADE TO A MATERIAL SYSTEM,ALL PARTS d w
o ff/1T/ ___ _-- ___ -I I AND MATERIAL PERTINENT TO T14E MANFACTIARE'6 SYSTEMS r(L1
0 orI I SPECIFIED SHALL BE FtJRUSHED AND INSTALLED. ��41
WILDRM LOOP z I I EXISTING BUILDING --- --- --- --- I 3 SHALL VIERIFY ALL DIIMEMI"AND
CONpITIO ONB AT TIR 81 DEFORE START UJOIGIC AND Ti$ n
- --- ---244.3'+ --- _ I I ARCHITECT 8HALL BE NOTIFIED OF ANY DISCREPANCIES. -1
4. ALL MATERIAL CALLED CUT I8 NEW UNLESS OTHERWISE INDICATED.
I ——— ——— ——— —— #, A, ', I AC
IL
c D. TYPICAL DETAILS SHALL APPLY IN ALL CAMS UNLESS W
SPECIFICALLY SHOWN OTHERWISE WHEIW NO DETAIL
C ETAIL 18
o O I SHOUON SHOWN FOR SHALL BE AS SHO FOR OTHt1R
--- --- --- m SIMILAR UIOIRIC
iu z M to ----------- ------ ---- ^Fi11URE LKtHfB I 6. ALL CONBTRUG FE TICH TO ET OR EXCEED 2003 U15r- d) O� �1
3 --- --- --- --- LLJf
Q` 1--1
v ✓ 1
FLUSH HANDHOLE e COVER
U --- __- ___ PROVIDE DUPLEX REGEPT. L! ~
e BASE OF LIGHT POLE (4)3/4'mx 30' ANCHOR BOLTS IC } L. �1 r
FULL BASE COVER(TO H CA
J MATCH POLE) (3)e3 TIES a 12'O.G. W
- I-P EP EPCn
I o x 2'-O'Ox 6'-O'SONOTUBE
I ,+ O
C0 I I USE BEST M^S1F.CEME^n PRACTICE TO , i I �< �it-i (4)5 REBAR,VERT. Il
OF STORI 4'JATCR`, a
RETAIN ICJ I Ia 2 ASPHALT
ON PROPERTY. / I �ae WRITTEN DIMEN NS
8'GOI IPAGTED GRAVEL HAVE PRECEDE OVER
SCALED DIME.. S.
VERIFY DIMENSI S D
U01'1QT�R`�j CE �� -����r a NOTIFY THIS OF E F
�J ANY VARIATIONS
wA OAV ) 02OOr BY RUSS L
\ I I I, ARCHITECT CHARTER
I
IIIII JIIII IIIII IIIII-IIIII-IIIII-11111�1111-IIIII=IIIII-II THESE DRAWINGS AR
f
ll�lll - me -I =111ll=111— THE PROPERTY OF THE
EDGE OF GRAVEL ---_---- - � , J - ARCHITECT AND
- - � TI-IIIII- I !I�I I I I=f11i1 IIIII-IIIII I I I I II_IIIII II I I I IJ I I I I=I
NOT BE REPRO
3 -I h 1 (�--1 e =1I I I lIIEl1LIJ Ij=l1Jll II�1
III 11ll11111 I I I_11111=11111=1111=111 p_
oI I I I ILI 1 1711111111 l- 11111111111�1 1B
-1111 I�1=ICI=1111< al < I -IIIII-111ll�
—
_ I I EU-1 I° I 11=_ CONDUIT AS REQUIRED UaNSED
AR ITECI
J �Z2 -1 111ll=1 111illllize�
CEDAR RIDGE ROAD --niil=wl===llTu=IIIII=1"'
/53 SS — — — — '35q COMPACTED FILL
C
— — — — — — — — — — — — — — — — — — — — — — — — — J
SECTION a LIGHT POLE BASE / s G
— SCALE : 3/4' = 1'-0' ftflEOr AHO
Aill
— S EET #� NOTE: JOB NO. '
SITE PLAN THESE DRAWINGS PREPARED AS A PARTIAL ARCHITECTURAL SERVICE. ALL FINISHES,
ELECTRICAL,HEATING AND AIR CONDITIONING,VENTILATION,PLUMBING,EXISTING
SCALE: V = 30'-0' 40 STRUCTURES,SITE GRADING AND GRADE ELEVATIONS TO BE THE RESPONSIBILITY OF SHEET N0�
THE OUINER AND/OR CONTRACTOR
IN (llliwA v kth_ — SITE