Jakers Meridian - CUP-DR DrawingsA.ALL DESIGN CRITERIA NOT SHOWN ON THESE PLANS ARE TO CONFORM TO STANDARD FRAMING PER THE
INTERNATIONAL BUILDING CODE.
B.ALL INFORMATION CONTAINED WITHIN THESE DRAWINGS AND ALL ENGINEERING CALCULATIONS ARE INTENDED TO
MEET OR EXCEED THE INTERNATIONAL BUILDING CODE.
C.ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE PREVAILING BUILDING AND LIFE SAFETY CODES.
D.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT, USING HIS/HER BEST SKILL AND ATTENTION. THE
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT.
E.LABOR SHALL BE PERFORMED BY MECHANICS SKILLED AND EXPERIENCED IN THEIR RESPECTIVE TRADES. WORK
THROUGHOUT SHALL BE OF THE HIGHEST STANDARDS.
F.THE CONTRACTOR SHALL INSPECT THE PREMISES IMMEDIATELY TO CHECK EXISTING CONDITIONS. SHOULD THE
CONTRACTOR FIND CONDITIONS WHICH HE/SHE BELIEVES WOULD IMPEDE HIS/HER WORK, THEN SUCH CONDITIONS
MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT. FAILURE TO DO SO WILL CONSTITUTE NOTICE THAT THE
CONTRACTOR IS FULLY SATISFIED WITH THE EXISTING CONDITIONS.
G.THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT THROUGH INSPECTION OF THE JOB
SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL
DISCREPANCIES AND OMISSIONS SHALL BE REPORTED AND CLARIFICATION SHALL BE OBTAINED FROM THE OWNER
AND ARCHITECT PRIOR TO WORK BEING DONE. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL ERROR OCCURS OR CONDITIONS NOT COVERED IN
THE DRAWINGS ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE COMMENCING THAT
PORTION OF THE WORK.
H.THE CONTRACTOR SHALL GUARANTEE IN WRITING ALL LABOR, MATERIALS, AND WORKMANSHIP INSTALLED BY
HIM/HER FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY THE OWNER
EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR
PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER.
I.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN AND SAFE CONDITION, INCLUDING
PROPER REMOVAL OF WASTE MATERIAL. WASTE MATERIAL SHALL NOT BE STORED WITHIN OR NEAR THE BUILDING.
DUMPSTERS PROVIDED FOR THE DISPOSAL OF WASTE MATERIAL SHALL BE REMOVED AWAY FROM THE BUILDING BUT
MAY BE STORED ON SITE DAILY.
J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL COMBUSTIBLE FLUIDS INCLUDING PAINT, PRIMERS,
SEALERS, SOLVENTS AND ADHESIVES COMPLY, AND ARE BEING USED IN ACCORDANCE WITH THE PRODUCT
MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTRACTOR SHALL PROVIDE STORAGE FOR SUCH MATERIALS AWAY
FROM THE BUILDING. USE OF THE BUILDING FOR SUCH STORAGE IS PROHIBITED.
K.ALL ITEMS EXPRESSED, DRAWN, NOTED, OR SPECIFIED WITHIN THESE DOCUMENTS SHALL BE PROVIDED AND
INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. ANY ITEMS NOT INCLUDED AND REQUIRED ARE THE
RESPONSIBILITY OF THE CONTRACTOR. IT IS ASSUMED THAT THE BIDDER HAS BID ALL PRODUCTS AND SYSTEMS
DESCRIBED IN THE DOCUMENTS AS COMPLETE AND READY FOR USE, REGARDLESS OF THE COMPLETENESS OF THE
PRODUCT OR SYSTEM DESCRIPTION. ANY DISCREPANCIES IN THE DOCUMENTS ARE TO BE CLASSIFIED VIA R.F.I.
DURING THE BIDDING PERIOD. OTHERWISE THEY ARE ASSUMED TO HAVE BEEN BID AS THE MORE EXPENSIVE OPTION.
L.ALL MECHANICAL WORK SHALL BE IN STRICT COMPLIANCE WITH PREVAILING CODES, WHICHEVER IS MOST
STRINGENT.
M.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PREVAILING CODES, WHICHEVER IS MOST
STRINGENT.
N.CONTRACTOR TO COORDINATE WITH EQUIPMENT SHOWN AS PROVIDED BY OTHERS AND PROVIDE ALL REQUIRED
POWER, WATER, DRAIN, VENT OR GAS CONNECTIONS.
O.SMOKE DETECTORS SHALL BE LOCATED AS REQUIRED.
P.CONTRACTOR IS RESPONSIBLE FOR FINAL CLEAN-UP OF ALL EXPOSED SURFACES AT SUBSTANTIAL COMPLETION.
Q.SHOP DRAWINGS AND SUBMITTALS SHALL BE SUPPLIED BY THE CONTRACTOR. SHOP DRAWINGS AND SUBMITTALS
SHALL INCLUDE PROJECT NAME, LOCATION FOR USE, PRODUCT INFORMATION, DIMENSIONS, FINISHES AND OPTIONS,
WARRANTY INFORMATION AS APPLICABLE. SUBMITTALS MAY BE REQUIRED FOR THE FOLLOWING ITEMS AT
CONTRACTOR'S REQUEST: DOORS AND FRAMES, WINDOWS, MILLWORK, MECHANICAL AND ELECTRICAL SYSTEMS,
CONCRETE DESIGN, EXTERIOR FINISHES, HARDWARE, PAINT/ STAIN, GLAZING AND FRAMES, WOOD AND FINISHES,
ROOFING, STRUCTURAL FRAMING.
R.ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD OF 25 OR BETTER AND A
MAXIMUM SMOKE DENSITY OF 450 PER THE IBC.
S.GYPSUM BOARD MATERIALS SHALL CONFORM TO THE APPROPRIATE STANDARDS LISTED IN THE IBC. GYPSUM BOARD
MATERIALS SHALL BE ASSEMBLED AND INSTALLED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN
THE IBC.
T.ALL WALLS EXTENDING TO THE BOTTOM OF ROOF DECK AND/OR STRUCTURE NEED TO BE SEALED USING INDUSTRY
STANDARD SEALANT OR FOAM TO PREVENT SOUND INFILTRATION.
U.GENERAL CONTRACTOR SHALL CALL DIGLINE AT 811 TO LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION.
V.CONTRACTOR TO VERIFY AND COORDINATE ROOF PENETRATIONS, CURBS, EQUIPMENT LOCATIONS WITH MECHANICAL
AND PLUMBING. SEAL ALL THROUGH-ROOF PENETRATIONS AIR TIGHT.
W.THE CONSTRUCTION DOCUMENT WITH ITS REFERENCED ATTACHMENTS IS PART OF THE PROCUREMENT AND
CONTRACTING REQUIREMENTS FOR PROJECT.
X.THE PLANS AND SPECIFICATIONS AS A WHOLE MAKE UP THE CONTRACT DOCUMENTS. THE CONTRACTOR AND THEIR
SUBCONTRACTORS ARE RESPONSIBLE FOR USING THE DOCUMENTS AS A WHOLE FOR COORDINATION BETWEEN TRADES
AND VARIOUS REQUIREMENTS.
Y.DO NOT SCALE PLANS. USE THE PROVIDED DIMENSIONS OR SEEK CLARIFICATION FROM THE ARCHITECT WHERE
DIMENSIONAL INFORMATION IS MISSING.
Z.DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
BUILDING DATA/CODE ANALYSIS GENERAL NOTES
DRAFTING SYMBOLSDRAWING INDEX
PROJECT TEAM
OWNER
JAKERS
3268 E PINE AVE
MERIDIAN, ID 83642
(406) 248-9913
CONTACT: JAKE JONES
PAVER SUB
WEAVER MASONRY
BENJERMINAARON@GMAIL.COM
CONTACT: BEN WEAVER
NORTH
1
A-1
1
A-1
REFERENCE (SEE ELEVATION
DETAIL REFERENCE
(SEE DETAIL 1 ON A-1)
INTERIOR ELEVATION
1 ON A-1)
(SEE SECTION 1 ON A-1)
SECTION REFERENCE
KEYED NOTE
DOOR NUMBER
WINDOW TYPE
ROOM NAME AND NUMBER
A
1
PLYWOOD
RIGID INSULATION
GYPSUM BOARD
BATT INSULATION
FINISH LUMBER
(STRUCTURAL STEEL)
SAND
METAL
WOOD
MASONRY UNIT
CONCRETE
GRAVEL
EARTH
100A
GENERAL
G0.1 COVER SHEET
ARCHITECTURAL
SD1.0 SITE PLAN
A1.1 FLOOR PLAN/DETAILS
LEGAL ADDRESS: 3268 E PINE AVE
MERIDIAN, ID 83642
PARCEL NUMBER: R7361210075
ZONING CODE: C-G
SUBDIVISION: REAGAN SUB
LOT/BLOCK: L:06,07,08/B:01
BUILDING OCCUPANCY: A-2
BUILDING SIZE TOTAL: 5,412 +/- S.F.
TENANT SIZE TOTAL: 50 S.F.
NUMBER OF STORIES: 1
CONSTRUCTION TYPE: V-B
FIRE SPRINKLERS: NO
FIRE ALARM: NO
OCCUPANT LOAD:
SHED AREA (X2) : 25 SF / 150 = 1 OCC.
TOTAL OCCUPANT LOAD: 2
APPLICABLE CODE:
2018 INTERNATIONAL BUILDING CODE
2018 IDAHO ENERGY CONSERVATION CODE
2018 INTERNATIONAL MECHANICAL CODE
2017 IDAHO STATE PLUMBING CODE
2017 NATIONAL ELECTRIC CODE
2018 INTERNATIONAL FIRE CODE
2009 ICC/ANSI A117.1 ACCESSIBILITY CODE
PROVI
D
E
D
OCCU
P
A
N
T
S
PER
G
R
O
U
P
OCCU
P
A
N
C
Y
GROU
P
REQUI
R
E
D:(.3"xO
C
C
U
P
A
N
T)
A-2 TOTAL = 2 0.6"72"
EXITING ANALYSIS: ALLOWABLE OCCUP.
AND REQUIRED EXIT WIDTH
ARCHITECT
BRS ARCHITECTS
1010 S. ALLANTE PL. #100
BOISE, ID 83709
(208) 336-8370
CONTACT: MARK ANDERSON
PROJECT LOCATION
VICINITY PLAN
JAKERS DRIVE-THROUGH ADDITION
MERIDIAN, ID
100
OFFICE
A7.1
1 1010 S. ALLANTE PL.SUITE 100BOISE, IDAHO 83709(208) 336-8370FAX (208) 336-8380PROPOSED DESIGN FOR:CHECKED
JOB NO.
DATE
DRAWN
20086
2/5/2021
MLAREVISIONS NO. DATE COPYRIGHT 2021 BRS ARCHITECTS * ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.MLA 3268 E PINE AVEMERIDIAN, ID 83642JAKERS DRIVE-THROUGHADDITIONG0.1
COVER SHEET
SHED SUB
IDAHO WOOD SHEDS
(208) 888-1090
INFO@IDAHOWOODSHEDS.COM
CONTACT: JOSEPH BRADSHAW
SIGN SUB
GOLDEN WEST SIGNS
(208) 850-5071
BMOORE@GOLDENWESTSIGNS.COM
CONTACT: ROBERT MOORE
ELECTRIC SUB
EDWARDS ELECTRIC
(208) 407-7134
EDWARDSELECTRIC@GMAIL.COM
CONTACT: JOHN EDWARDS
90 STALLS (NEW)
59,663 S.F.
CARRABBASACCESS ROADONEWAYONEWAYDRIVETHRUDRIVETHRUEXIT93 STALLS (ORIGINAL)
TRASH
SCALE: 1"=15'-0"
SITE PLAN 1010 S. ALLANTE PL.SUITE 100BOISE, IDAHO 83709(208) 336-8370FAX (208) 336-8380PROPOSED DESIGN FOR:CHECKED
JOB NO.
DATE
DRAWN
20086
2/5/2021
MLAREVISIONS NO. DATE COPYRIGHT 2021 BRS ARCHITECTS * ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.MLA 3268 E PINE AVEMERIDIAN, ID 83642JAKERS DRIVE-THROUGHADDITIONSD1.0
SITE PLAN
NORTH
KEYED NOTES 1
1.EXISTING BUILDING TO BE UNDISTURBED.
2.NEW 16X16 CONCRETE PAVER SIDEWALK (79 COUNT), SLOPE TOWARD PARKING LOT.
3.NEW TEMPORARY DRIVE-THROUGH SHED BY OTHERS.
4.EXISTING 4' BERM WITH 6' FENCE AT PEAK.
5.EXISTING PARKING STRIPING TO BE REMOVED AND REPAINTED AT 45 DEGREES TO MEET ZONING CODE
PER TABLE 11-3C-5.
6.NEW PARKING LOT STRIPING TO DESIGNATE NEW TRAFFIC PATTERN APPROPRIATELY.
7.EXISTING A/C CONDENSER TO REMAIN, TBD BY CONTRACTOR.
8.NEW SHELVING TO BE INSTALLED FOR TEMPORARY FOOD PICKUP AREA.
9.NEW LIGHT POLE TO BE INSTALLED. BASIS OF DESIGN, POLE: "LITHONIA LIGHTING" 4" SQUARE LIGHT
POLE 20' TALL, SSS204CDM19DDBL/AB. LIGHT FIXTURE: "RAB LIGHTING" POLE LIGHT, ALED150 TYPE III, OR
APPROVED EQUAL FOR POLE AND LIGHT FIXTURE TO MATCH EXISTING.
10.NEW ILLUMINATED DIRECTIONAL SIGN TO BE PERMITTED BY SIGN COMPANY. PROVIDE UNDERGROUND
CONDUIT AND J-BOX TO SIGN LOCATION.
11.NEW FOOD PICKUP SIGN. SIGN TO BE PERMITTED BY SIGN COMPANY.
12.NEW 3'X7' SOLID CORE WOOD DOOR LEAF WITH (3) BALL BEARING HINGES, LEVER HARDWARE WITH
PASSAGE LATCHSET. MATCH EXISTING DOOR/FRAME COLOR AND HARDWARE FINISHES ACCORDINGLY.
1 2 10
5'-4"13'-6"12'-0"2
4
'
-
3
1
/
2
"9'-0"86'-11"
4
56
7
12'-10"4"
8
6
21'-6"9
310
10
3
111'-6"12
FE
OS
FE
OS
SCALE: 1/2"=1'-0"
FLOOR PLAN
1010 S. ALLANTE PL.SUITE 100BOISE, IDAHO 83709(208) 336-8370FAX (208) 336-8380PROPOSED DESIGN FOR:CHECKED
JOB NO.
DATE
DRAWN
20086
2/5/2021
MLAREVISIONS NO. DATE COPYRIGHT 2021 BRS ARCHITECTS * ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.MLA 3268 E PINE AVEMERIDIAN, ID 83642JAKERS DRIVE-THROUGHADDITIONA1.1
PLANS
NORTH
LEGEND
NEW DUPLEX ELECTRICAL OUTLET OR NEW RECEPTACLE TO BE INSTALLED
FE
NEW 2-A:10-B:C RATED FIRE EXTINGUISHER WITH BRACKET MOUNT OR IN FIRE RATED
SEMI-RECESSED CABINET (RATING TO MATCH ADJACENT WALL RATING AS
APPROPRIATE). INSTALL AT 46" A.F.F. TO EXTINGUISHER HANDLE.
OCCUPANCY SENSOR IN AREA NOTED TO COMPLY WITH LIGHT REDUCTION CONTROL PER IECC
SECTION C405.2.1.1.
OS
KEYED NOTES 1
1.NEW PREFAB SHED BY OTHRES. EXTERIOR WALL CONSTRUCTION: 2X6 WOOD STUDS @ 16" O.C. TO UNDER
SIDE OF ROOF RAFTERS W/ 5/8" TYPE "X" GYPSUM BOARD EACH SIDE. INFILL CAVITY WITH R-19 BATT INSULATION
AND VISQUEEN VAPOR BARRIER ON INSIDE FACE OF STUDS. TAPE SMOOTH, AND PROVIDE LEVEL 4 FINISH.
INTERIOR FINISHES AND COLORS TBD BY OWNER.
2.NEW 3'X3' VINYL SINGLE HUNG WINDOW TO BE INSTALLED AT 3' A.F.F. CENTERED ON SOUTH WALL, AND
NEW 3'X3' VINYL FIXED WINDOW TO BE INSTALLED AT 3' A.F.F. CENTERED ON WEST WALL.
3.NEW 3'X7' INSULATED DOOR WITH (3) BALL BEARING HINGES, LEVER HARDWARE WITH OFFICE/ENTRY
LOCKSET, RAIN DRIP, DOOR SWEEP, AND PERIMETER WEATHERSTRIP. CENTER IN WALL.
4.5/8" GYP BOARD CEILING AT 7'-6" A.F.F. OVER 2X4 WOOD FRAMING @ 16" O.C.
5.ASPHALT ROOFING, COLOR TO CLOSELY MATCH JAKER'S CEDAR ROOF. INSTALL SHINGLES OVER
ROOFING PAPER OVER APPROVED ROOF SHEATHING OVER 2X6 ROOF RAFTERS @ 16" O.C. INSTALL PER
MFR RECOMMENDATIONS.
6.6" HARDIEBOARD FASCIA ATTACHED TO ROOF RAFTERS. PAINT TO MATCH JAKER'S RED FASCIA.
7.HARDIEBOARD VENTED SOFFIT ATTACHED TO UNDERSIDE OF ROOF RAFTERS. PAINT TO MATCH JAKER'S
GREEN STUCCO.
8.3" HARDIEBOARD STUCCO CORNER TRIM. PAINT TO MATCH JAKERS GREEN STUCCO.
9.16" HARDIEBOARD STUCCO SIDING OVER 2 LAYERS WATERPROOF MEMBRANE OVER APPROVED WALL
SHEATHING. INSTALL PER MFR RECOMMENDATIONS, PAINT TO MATCH JAKER'S GREEN STUCCO.
10.2" WIDE RECESSED GOLD-COLORED FLASHING ATTACHED TO SUBSTRATE TO MATCH JAKER'S GOLD
TRIM. INSTALL CLEAR ALL WEATHER SEALANT AT PERIMETER.5'-0"5'-0"5'-0"5'-0"
WEST SHED EAST SHED
31
3
1
2
SCALE: 1/2"=1'-0"
CEILING PLAN
NORTH
WEST SHED EAST SHED
4
NEW 6" DIA. RECESSED CAN LIGHT TO BE INSTALLED IN CEILING
4
SCALE: 1/2"=1'-0"
WEST SHED ELEVATIONS (EAST SHED SIM.)
5
6
8
9
10
7
8'-5"3
12
7"3'-7"5
6
8
9
10
7
SCALE: 1/2"=1'-0"
TYPICAL WALL SECTION
5
6
9
10
7
2X6
2X6
2X6
2X6
2X4
1" OSB SUBFLOOR
3
12
3
12
6"
2
22
WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION EAST ELEVATION3'-7"
SOUTH ELEVATION
1010 S. ALLANTE PL.SUITE 100BOISE, IDAHO 83709(208) 336-8370FAX (208) 336-8380PROPOSED DESIGN FOR:CHECKED
JOB NO.
DATE
DRAWN
20086
2/5/2021
MLAREVISIONS NO. DATE COPYRIGHT 2021 BRS ARCHITECTS * ALL RIGHTS RESERVED. REPRODUCTION OR TRANSLATION OF ANY PART OF THIS WORK WITHOUT WRITTEN PERMISSION OF BRS ARCHITECTS IS UNLAWFUL AND SUBJECT TO CRIMINAL PROSECUTION.MLA 3268 E PINE AVEMERIDIAN, ID 83642JAKERS DRIVE-THROUGHADDITIONA2.1
SITE PHOTOS
EAST ELEVATION
VIEW LOOKING WEST
EXAMPLE OF GOLD TRIM WALL
VIEW LOOKING NORTH
WEST ELEVATION
VIEW LOOKING EAST
NORTH ELEVATION
VIEW LOOKING SOUTH