HomeMy WebLinkAbout17-2962 1879 Addison Ave E - Addition & Remodel Plans LICENSED
ARCHITECT
A TENANT IMPROVEMENT & ADDITION FOR: ARb85T08
STATCE IDAK
SIP 1 0131/2 01 7
0'Property J
line Setback 1879 A D D I S O N AVE E
0 Non-conforming
building SHEET INDEX g
expansion D
Sheet Number Sheet Name
approved o
TRASH EXISTING DRIVE-THRU 12/19/17. Not a A0_0 SITE PLAN&DETAILS
ENCLOSURE C-1 ZONE A2-1 FLOOR PLANS o
change of use. w
A3-1 ELEVATIONS&SECTIONS w o
At 0-2 DETAILS X Z
/ Aoo Minimum required
I
0
39,-o„ 20,-D„ parking is 12
spaces./ I PLAN ANALYSIS
/ IN ACCESSIBLE SIGN FREESTANDING VAN Based on 2012 Edition of I.B.0
0'Property Architect of Engineer of Record Laughlin Ricks Architecture.L.L.C. W'
line Setback I EXISTING O
12 BUILDING zO Minimum Job Address: 1879ADDISON AVE E TWIN FALLS,IDAHO 83301 LL
ADDITIO
Landscaping z
SIPED J wy Legal Description:q
O
CRpS31NG
3 o arterial landscaping Occupancy Classification: B Occupant Load Per Area: 1sTFLOOR 10Lu
~
11 - < w 9 is 304 sf; 1 tree andco BASEMENT 1
o_ Oa o Z 4 bushes. To be Q
g N z constructed per City KIT:3,DINING 26 06
W H
F 0 Code 10-7-12. C-1 Number of Stories: 1 Vestibule Req'd: Yes: No: X Total: 9< 29 Z
g W
landscaping is 745
O s O w lin Property Floor Area: Basement: 323 SF 111: 966 SF Exits Required: Basement: 1 111: 1 REQ U)
I
line Setback Sf; 2 tree and 8 3 PROVIDED W J
2nd: 3rd: 4'h: 2nd: 3rd: 4'h: �
bushes.To be Q
EXISTIN ATIO / 1 constructed per City Actual furthest travel distance to exit: 22'-0" (IBC Table 1014.3&1016.2) �' W
O2Q1'-0" 30,-0" 20''-02 Code 10-11-2. a
s Type of Construction: 51B Allowable Area Calc's:9,000 SF D5
O 1 Area Increase: N/A Z _ > z
Q z
Sprinkler System: Yes: No: X Exit Signs: Yes: No: X
Z
164
30'-0" y I Maximum Floor Area Allowed: 9,000 SF Emergency Lights: Yes: X No: a
JtL EXIS ING LANDSCAP SIGN EXISTING
EXISTING LANDSCAP o �s" Special Inspections Required? Yes: No: X Q
EXISTING LANDSCAP �/ �p S 8 S h
is s o Firewalls Required? Yes: No: X (If yes,please provide cross section&UL listing)
EXISTING 'xI�R INSTALL PEDESTRIAN RAMP Occupancy Separation Required? Yes:_ No: X (If yes,please provide cross section&UL listing)
EXISTI 15 ' (NO LANDING)SD-712G
Area Separation Required? Yes: No: X (If yes,please Provide cross section&UL listing)
35'Property Classified Ares? Yes: No: X
line Setback
�-I
ADDISON AVE E
Comments:
U
N
an °
SITE PLAN b
T 1"=10'-0" GENERAL NOTES: U M
2%SLOPE 1. ALL WORK SHALL MEET CURRENT STATE,LOCAL CODES,
MAX IN ALL ORDINANCES,&2012 IBC '-" -
DIRECTIONS
2. ALL MECHANICAL,ELECTRICAL,&PLUMBING WORK SHA • •
MEET ALL CURRENT APPLICABLE STATE&LOCAL CODES.
NOTE: y
1 0 3. ALL UTILITIES SHALL BE PROPERLY IDENTIFIED&LOCATED
ADA PARK NG STALL TO
1. ACCESSIBLEI PATH FROM BEFORE WORK BEGINS ON PROJECT.
VAN ACCESSIBLE SIGN"B" RAMP SHALL NOT q
RADIUS AT ALL CORNERS o
x EXCEED A 1:20 SLOPE 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS&
PRECAST CONCRETE RE ED w a DIMENSIONS AT THE JOB SITE&NOTIFY THE ARCHITECT •'--I
PARKING BUMPERS PA K NG a J 2. ADA PARKING STALL
GREEN TEXT&BORDER _ O SHALL NOT EXCEED A2% OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR
_
w 00 SLOPE IN ALL DIRECTIONS DISCREPANCIES BEFORE BEGINING OR FABRICATIN
2"OR 3"STD.WEIGHT G ANY
WALKWAY GALV.STEEL POST AS BLUE SQUARE,WHITE SYMBOL U WORK.
STRIPES SOLID INDICATED
INTERNATIONAL SYMBOL PAINT a 5. DO NOT SCALE DRAWINGS. C�
OF ACCESS PAINTED ON WHITE BACKGROUND 2" CROSS
PAVING. _ - - S OPE 6. ALL DOOR HANDLES SHALL BE LEVER TYPE,ALL DOOR
Ll� M HARDWARE SHALL BE A.D.A COMPLIANT AS PER CURRENT
o a U a ALUMINUM SIGN W/TAMPER ANSI 117.1
RESITANT SIGN BOARD
CONCRETE FOOTING O l MOUNTING FASTENERS o Z ....
0 0
2'-0"HIGH SOLID PAINTED - -- - LL G SLOPE 7. THE INTERIOR OF ALL EGRESS DOORS SHALL HAVE
LETTERING(WHERE VAN SET POSTS IN SLEEVES W/ =Y w 2"GALV.STEEL POST MAX. SINGLE ACTION LOCKING DEVICES
INDICATED ON SITE PLAN) +e_ NON-SHRINK,NONMETALLIC c7¢p
a GROUT =LL o 3 8. AT MAIN ENTRANCE DOOR SHALL HAVE SINGLE ACTION
2"DIA. j o o Ao-o Building Plans have LOCKING DEVICE&/OR SIGNED"THIS DOOR TO REMAIN DATE: o/3vzon
o m UNLOCKED WHEN BUILDING IS OCCUPIED."
FOOTING TYPICAL FOR ALL PARKING, 2-OF been reviewed and approved KL r RCR
TRAFFIC,AND ACCESSIBLE SIGNAGE,THIS a'-o^ z'-o^ 9. VERIFY ALL INTERIOR FINISHES W/OWNER.
SHEET All Construction Subject to
Field Inspection
2 ACCESSIBLE PARKING STALLS SIGN POST DETAIL 4 VAN ACCESSIBLE-SIGN"B" 5 ENLARGED SIDEWALK DETAIL AO�o
1/8"=1'-0" 3/4"=1'-0" 1"=1'-0" 1:60 Page#: 1 of 4
Date: 12/22/17
BRACED WALL PANEL(BWP)
Seismic Design Caegory C-Construction method 3: LICENSED
Wood structural panel sheathing with a thickness not less than ARCHITECT
3/8"(7/16 as designed)for 16"o/c stud spacing. ARass�oa
Sheathing shall be 24/16 structural panel span rated.
7/16"minimum panel thickness with 8d common nails with
edge panel nail spacing at 6"o/c and field spacing at 12"o/c.
R ATOE IDAHO sT10/27/2017
lk
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BWP
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DD 3 BRACED WALL PANEL PLAN 0
1/4"=1'-0"
F1 A3-1
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06
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REMOVE EXIST'G z
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CONC CURB
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-————————————- r
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BASEMENT(BELOW) ---rL)i
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REMOVE EXIST'G ��, z 3 COMPARTMENT n z 4 a
DRIVE THRU WINDOW < SINK UTILITY RR Q o
Do WWW = (EXISTING) (EXISTING) z N O
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K TYPE K FE 7(EXISTING)
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DN
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L > KITCHEN 2
(EXISTING)
7 ——————
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DIN
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COVERED AREA TO BE
A3-1 2 MAINTAINED FOR
STAIRWAY HEADROOM
SCREEN WALL
(FLOOR TO CEILING) V
7DRIVE- SEATING o0
(LESS THAN 50) —� 1
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DRIVE-THRU- 2A 10 BC FE--If
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EMERGENCY LIGHT EMERGENCY LIGHT 'Z� ,E o
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+36" 4X4 WOOD POSTS
@ EACH END
"000000 "ry
10, Q„ 34"COUNTER z o
HEIGHT MAX. V U o
(2)2X10 BEAM W/1/2"
ORDER PLYWOOD BETWEEN @
NEW OPENING
(GLUE&NAIL) "rl o
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n DEMOLITION PLAN bQ
L 1l4"=1'-0" Ik
SALES&SERVICE COUNTERS:
A 1
1-2009 12"METAL ADDRESS
904.3.1 PARALLEL APPROACH. NUMERALS.VERIFY
A PORTION OF THE COUNTER SURFACE LOCATION W/JHA
36 INCHES MINIMUM IN LENGTH AND 36 .
INCHES MAX MUM IN HEIGHT ABOVE THE IL ej
FLOOR SHALL BE PROVIDED.WHERE
THE COUNTER SURFACE IS LESS THAN 3
36 INCHES IN LENGTH,THE ENTIRE
COUNTER SURFACE SHALL BE 36 INCHES
MAXIMUM IN HEIGHT ABOVE THE FLOOR. rAl
A CLEAR FLOOR SPACE COMPLYING DATE: 10/27/2017
WITH SECTION 305,POSITIONED FOR A
PARALLEL APPROACH ADJACENT TO THE KL RCR
ACCESSIBLE COUNTER,SHALL BE aw" cH�e"o
PROVIDED.
A2-1
REMODEL FLOOR PLAN
LICENSED
ARCHITECT
ARb1-
SIM
5
PRE-ENG ROOF TRUSSES @ 24"O/C A3-1 � n
UNISTRUT R.na DAIl s 1.127/2017
24 GA PRE-FINISHED
MODIFY EXISTING METAL METAL FASCIA 24 GA PRE-
CANOPY FRAMING FINISHED METAL
T.O8'.-P0L"ATE
GYP BD
Level 2 PRE FIN METAL (3)2X8 HEADER
SOFFIT(VENTED)
7'-9" EXISTING OPENING
30X30 VINYL
SLIDING WINDOW DRIVE-THRU m
@ DRIVE-THRU
MAINTAIN HEIGHT RED.FOR
SIM STAIRWAY TO BASEMENT BEYOND
CONC CURB @DRIVE-THRU 6 CONTROL JOINT
A3-1 @ NEW ADDITION EXISTING FLOOR STRUCTURE
Level
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ICI -5 6 EXISTG CONC BASEMENT WALLS
E LINE OF BASEMENT —III III— —III—III— BASEMENT
;III ttl I—III—III—III (EXISTING) O
1 North
114"=V-0"
LL
O
SECTION THROUGH ADDITION
L 3/8"=V-0°
cl
0
Q
06
24 ga.PRE-FIN METAL U7
Z Z
PARAPET CAP
4 A3-1 SIM TPO MEMBRANE UP LL1 O
5 8&OVER PARAPET 2
MODIFY EXISTING METAL q3-9 MODIFY EXISTING METAL Ij TOP OF EXIST'G PARAPET LU ()
CANOPY FRAMING CANOPY FRAMING COVERBOARD z HEIGHT=111'-5"(+/-) � w
(FIELD VERIFY) 0
0 c/)
EXISTING FASCIA(REPAINT) R-32 INSULATION a 06
U)
7116"OSB SHEATHING — w Z
Level 2 PATCH IN NEW ROOF UP 8 Z 4 O
7. UNDER PARAPET CAP AS REQ'D Z
_9.�
EXISTG ROOF MEMBRANE Z m Q
EXISTG ROOF STRUCTURE � a 4 t>
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EXISTING STOREFRONT DOOR Q W
VERIFY NEW SIDING
W/OWNER EX IS-PG WALL PLATE
5/8"PLYWOOD DECK HEIGHT=108'-1/2"(+/-)
Level 1 PRE-ENG ROOF (FIELD VERIFY)
�' TRUSSES @ 24"O/C
NEW 30X30 SLIDING VINYL L— 5/8"GYP BD
WINDOW @ DRIVE-THRU
NOTE: EXIST'G WALL
DASHED LINE REPRESENTS NEW FRP PANEL ON WALL
FASCIA TO BE REMOVED&METAL V/
TO BE REUSED ON NEW FASCIA �..(
EXISTING CONC
BASEMENTWALLS DRIVE-THRU o
U M
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SET TRUSS BETWEEN EXISTING ROOF STRUCTURE. � p
West CUT EXISTING WALL SHEATHING AS REQUIRED. rl bA
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NEW ROOF TO EXIST'G PARAPET yV w
1 1/2"=1�_0 .� o
24 GA PRE-FIN METAL 26 GA G.I FLASHING
MODIFY EXISTING METAL EXISTING METAL FASCIA
(IF DRIVE-THRLI CUR.
FASCIA WI PRE-FIN CANOPY FRAMING (REPAINT) IS ABOVE FLOOR LINE)
METAL SOFFIT 4"CONC SLAB '-q
ASPHALT 1-1 MILVAPOR BARRIER vi
REUSED METAL FASCIA @SIDE PAVING INSTALL PER CURRENT I.B.C.
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WALLS
1879 T- a 'jIII `v
12"ADDRESS NUMERALS ,I4 —III—III—III- Mill
uJ 1 6" MPACTED FILL
@ OPTOIMUM MOISTURE
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EXISTNG WINDOWS
REPAINT WINDOW FRAMES&TRIM)
_ 6"CONC FOUNDATION
_ WALL W/(1)#4 VERTICAL
EXISTING METAL BRICK - — ONT HORIZONTAL I(TOP
NEW CONC CURB PATTERN SIDING(REPAINT) &BOTTOM)
Level3" 6" 3"
O DATE: 10/27/2017
0"
KL RCR
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3 South n F TIN FOUNDATION DETAIL
LICENSED
ARCHITECT
-1-
INSTALL"NAIL-ON"WINDOW
NOTE:INSPECT NAILING FINS
FOR DAMAGE BEFORE AND
INSTALL SILL FLASHING AFTER INSTALLATION
MEMBRANE AT BOTTOM OF PROVIDESEALANT R.
'DAI.
OPENING,STAPLE ALONG TOP APPLIED TO THE BACK
EDGE 3/8"FROM TOP OF SIDE OF THE WINDOW FINS 1 012 7/2 01 7
MEMBRANE ONLY ON THE JAMBS AND HEAD.
DO NOT INSTALL SEALANT
ON THE SILL OF THE
LEAVE BOTTOM EDGE INSTALL SILL FLASHING NAILING FIN.
UNATTACHED FOR WATER TO CREATE A SILL PAN
RESISTANT BARRIER W/1"UPTURNS AT EACH
WALL FRAMING INTALLATION TO GO JAMB.STRETCH CORNERS.
UNDERNEATH FLASHING DO NOT CUT CORNERS.
R 0 0 C 3/�
NOTES:
FLASHING TO BE A COATED VAPOR BARRIER PRODUCT
NOTES: GRADE A OR B.THIS PROCEDURE FOR NAIL-FLANGE TYPE
WATER RESISTANT BARRIER SHALL BE 2 LAYERS OF#15 BUILDING WINDOWS ONLY.NAILING FLANGE MUST BE CONTINUOUS
FELT OR TWO PLY JUMBO TEX BY FORTIFIBER. AND INTEGRAL WITH WINDOW FRAME.
TYVEK AND OTHER SIMILAR BUILDING WRAPS ARE NOT ALLOWED. 9"MIN
LAP WATER
RESISTANT BARRIER
VERTIVALLY 12" o
rn�
� LAP WATER
RESISTANT BARRIER
INSTALL JAMB FLASHING AT INSTALL HEAD FLASHING MEMBRANE HORIZONTALLY 3"MIN j/ LL
SIDES OF OPENING,TWO / OVER TOP OF WINDOW FLANGE / LL
ROWS OF STAPLES,DO
NOT STAPLE BELOW ROW / / / THIS SHEET WATER Z
STAPLES AT SILL /j RESISTANT BARRIER SLIP
F-FLASHING / /j UNDER SILL AND FLASHING
NG
NOTES:INSTALL WINDOW / MEMBRANE,NOTCH WATER
LEAVE BOTTOM EDGE HEAD METAL FLASHING OVER RESISTANT BARRIER TO FIT Q
UNATTACHED FOR WATER THE WINDOW HEAD TIGHTLY AROUND WINDOW Q
RESISTANT BARRIER FLASHING MEMBRANE,AND FRAME PROFILE
INSTALLATION TO GO O PLACE THE WATER Q
UNDERNEATH FLASHING RESISTANT BARRIER OVER p�
THE FLANGE OF THE METAL TWO LAYERS OF#15 FELT
O FLASHING.FLASHING TO BE A O OR TWO PLY JUMBO TEX.
4 COATED VAPOR BARRIER Z
PRODUCT,GRADE A OR LL.I
IF WINDOW HAS A BUILT-IN
DRIP FLASHING THE METAL
FLASHING IS NOT REQUIRED. LL.I
n WINDOW FLASHING DETAIL
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SEALANT EACH SIDE,TYP
GYP BD @ DOOR ASSEMBLY
FUTURE
TENANT 1l2 TYP
BUILD-OUT
(WRB)WEATHER RESISTANT R-21 INSULATION HM DOOR FRAME W/ �..�
BARRIER FOAM-IN-PLACE r
NICHIHA PANEL INSULATING MATERIAL V om
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3 HM DOOR HEAD/JAMB DETAIL v o
E SIDING 1 1/2"=1'-0" m
1 w�
HEAD FLASHING MEMBRANE
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FLASHING W/DRIP EDGE w
0
1"INSULATED GLAZING
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BACKER ROD 8 SEALANT Q� m
WINDOW TRIM � .y--I vbi
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E VINYL WINDOW
ALUMINUM STOREFRONT SYSTEM •�I � a
AIR SEAL r�
SEALANT BED �yJ...,�.{(��
BACKER ROD&SEALANT FULL WIDTH THRESHOLD V.I.J
WINDOW TRIM WELD AS REQ'D.
SIDEWALK,SLOPE AWAY
y CONC.FLOOR SLAB FROM BUILDING 1/4":12"FOR FIRST 5'-0"
3/8" SILL FLASHING UNDER WINDOW
FIN.LAP OVER WRB MIN.4".
WRB
2X6 WALL FRAMING
Q Q
B B B
R-21 BATT INSULATION
8"Q
VAPOR BARRIER 3"MINUS WASHED FILL GRAVEL
DATE: 10/27/2017
5/8"GWB 6"DEEP BELOW CONIC WALK.
KL RCR
EXPANSION JOINT
PLYWOOD
FOUNDATION WALL aw"
SHEATHING
G
STOREFRONT
ALUMINUM REFR NTTHRESHOLD O O �n
2 WINDOW HEAD&SILL1 T(c�ENTRY Al 0-2
3"=1'-0" 1 1/2"=1'-0"