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LEGAL ADDRESS: 3268 E PINE AVE EXITING ANALYSIS: ALLOWABLE OCCUP. A. ALL DESIGN CRITERIA NOT SHOWN ON THESE PLANS ARE TO CONFORM TO STANDARD FRAMING PER THE W. THE CONSTRUCTION DOCUMENT WITH ITS REFERENCED ATTACHMENTS IS PART OF THE PROCUREMENT AND
OWNER ARCHITECT SHED SUB MERIDIAN, ID 83642 AND REQUIRED EXIT WIDTH INTERNATIONAL BUILDING CODE. CONTRACTING REQUIREMENTS FOR PROJECT. Vl
PARCEL NUMBER: R7361210075 c�QP�LI GVQP�'Q �Qo ,\yl� �o B. ALL INFORMATION CONTAINED WITHIN THESE DRAWINGS AND ALL ENGINEERING CALCULATIONS ARE INTENDED TO X. THE PLANS AND SPECIFICATIONS AS A WHOLE MAKE UP THE CONTRACT DOCUMENTS. THE CONTRACTOR AND THEIR
JAKERS BRS ARCHITECTS IDAHO WOOD SHEDS ZONING CODE: C-G oo �e o0 0� „�o Jla MEET OR EXCEED THE INTERNATIONAL BUILDING CODE. SUBCONTRACTORS ARE RESPONSIBLE FOR USING THE DOCUMENTS AS A WHOLE FOR COORDINATION BETWEEN TRADES U
3268 E PINE AVE 1010 S. ALLANTE PL. #100 (208) 888-1090 SUBDIVISION: REAGAN SUB Goo 0 1` AND VARIOUS REQUIREMENTS. W
MERIDIAN, ID 83642 BOISE, ID 83709 INFO@IDAHOWOODSHEDS.COM LOT/BLOCK: 1-:06,07,08/13:01 A-2 I TOTAL = 2 0.6" F 72" C. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH THE PREVAILING BUILDING AND LIFE SAFETY CODES.
Y. DO NOT SCALE PLANS. USE THE PROVIDED DIMENSIONS OR SEEK CLARIFICATION FROM THE ARCHITECT WHERE
(406) 248-9913 (208) 336-8370 CONTACT: JOSEPH BRADSHAW BUILDING OCCUPANCY: A-2 _
CONTACT: JAKE JONES CONTACT: MARK ANDERSON BUILDING SIZE TOTAL: 5,412 +/- S.F. D. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT, USING HIS/HER BEST SKILL AND ATTENTION. THE DIMENSIONAL INFORMATION IS MISSING. r.
TENANT SIZE TOTAL: 50 S.F. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
NUMBER OF STORIES: 1 AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. Z. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. U
CONSTRUCTION TYPE: V-B ft '• W
PAVER SUB SIGN SUB ELECTRIC SUB FIRE SPRINKLERS: NO E. LABOR SHALL BE PERFORMED BY MECHANICS SKILLED AND EXPERIENCED IN THEIR RESPECTIVE TRADES. WORK
FIRE ALARM: NO THROUGHOUT SHALL BE OF THE HIGHEST STANDARDS.
WEAVER MASONRY GOLDEN WEST SIGNS EDWARDS ELECTRIC F. THE CONTRACTOR SHALL INSPECT THE PREMISES IMMEDIATELY TO CHECK EXISTING CONDITIONS. SHOULD THE
BENJERMINAARON@GMAIL.COM (208) 850-5071 (208) 407-7134
CONTACT: BEN WEAVER BMOORE@GOLDENWESTSIGNS.COM EDWARDSELECTRIC@GMAIL.COM OCCUPANT LOAD: CONTRACTOR FIND CONDITIONS WHICH HE/SHE BELIEVES WOULD IMPEDE HIS/HER WORK, THEN SUCH CONDITIONS
CONTACT: ROBERT MOORE CONTACT: JOHN EDWARDS SHED AREA (X2) : 25 SF/ 150 - 1 OCC. MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT. FAILURE TO DO SO WILL CONSTITUTE NOTICE THAT THE
CONTRACTOR IS FULLY SATISFIED WITH THE EXISTING CONDITIONS.
TOTAL OCCUPANT LOAD: 2
G. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE PROJECT THROUGH INSPECTION OF THE JOB cv
SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL
Z APPLICABLE CODE: DISCREPANCIES AND OMISSIONS SHALL BE REPORTED AND CLARIFICATION SHALL BE OBTAINED FROM THE OWNER c�
2018 INTERNATIONAL BUILDING CODE AND ARCHITECT PRIOR TO WORK BEING DONE. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL
w 2018 IDAHO ENERGY CONSERVATION CODE DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL ERROR OCCURS OR CONDITIONS NOT COVERED IN
0 2018 INTERNATIONAL MECHANICAL CODE THE DRAWINGS ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE COMMENCING THAT
a 2017 IDAHO STATE PLUMBING CODE PORTION OF THE WORK. T Q
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2018 INTERNATIONAL FIRE CODE H. THE CONTRACTOR SHALL GUARANTEE IN WRITING ALL LABOR, MATERIALS, AND WORKMANSHIP INSTALLED BY
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2009 ICC/ANSI A117.1 ACCESSIBILITY CODE HIM/HER FOR A PERIOD OF NOT LESS THAN ONE (1)YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY THE OWNER w
� 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.
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I. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN AND SAFE CONDITION, INCLUDING
a DRAWING INDEX DRAFTING SYMBOLS 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
a MAY BE STORED ON SITE DAILY.
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F J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL COMBUSTIBLE FLUIDS INCLUDING PAINT, PRIMERS, O
w GENERAL SEALERS, SOLVENTS AND ADHESIVES COMPLY, AND ARE BEING USED IN ACCORDANCE WITH THE PRODUCT
GO.1 COVER SHEET MANUFACTURER'S WRITTEN INSTRUCTIONS. CONTRACTOR SHALL PROVIDE STORAGE FOR SUCH MATERIALS AWAY H�
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FROM THE BUILDING. USE OF THE BUILDING FOR SUCH STORAGE IS PROHIBITED. uj
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m ARCHITECTURAL EARTH O WINDOW TYPE
SD1.0 SITE PLAN K. ALL ITEMS EXPRESSED, DRAWN, NOTED, OR SPECIFIED WITHIN THESE DOCUMENTS SHALL BE PROVIDED AND
o A1.1 FLOOR PLAN/DETAILS INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. ANY ITEMS NOT INCLUDED AND REQUIRED ARE THE �� Q
U) RESPONSIBILITY OF THE CONTRACTOR. IT IS ASSUMED THAT THE BIDDER HAS BID ALL PRODUCTS AND SYSTEMS
2 GRAVEL DESCRIBED IN THE DOCUMENTS AS COMPLETE AND READY FOR USE REGARDLESS OF THE COMPLETENESS OF THE 1••` Q
W 100A DOOR NUMBER PRODUCT OR SYSTEM DESCRIPTION. ANY DISCREPANCIES IN THE DOCUMENTS ARE TO BE CLASSIFIED VIA R.F.I. Q
W DURING THE BIDDING PERIOD. OTHERWISE THEY ARE ASSUMED TO HAVE BEEN BID AS THE MORE EXPENSIVE OPTION.
SAND L. ALL MECHANICAL WORK SHALL BE IN STRICT COMPLIANCE WITH PREVAILING CODES, WHICHEVER IS MOST
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Y 0 CONCRETE M. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PREVAILING CODES, WHICHEVER IS MOST 0
OFFICE STRINGENT. uj
® MASONRY UNIT 100 ROOM NAME AND NUMBER N. CONTRACTOR TO COORDINATE WITH EQUIPMENT SHOWN AS PROVIDED BY OTHERS AND PROVIDE ALL REQUIRED
POWER, WATER, DRAIN, VENT OR GAS CONNECTIONS. LLL] w
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' ® (STRUCTURAL STEEL) 1 INTERIOR ELEVATION 0. SMOKE DETECTORS SHALL BE LOCATED AS REQUIRED. p r' w
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o WOOD A7'1 1 ON A-1) P. CONTRACTOR IS RESPONSIBLE FOR FINAL CLEAN-UP OF ALL EXPOSED SURFACES AT SUBSTANTIAL COMPLETION. a w
Z Q. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUPPLIED BY THE CONTRACTOR. SHOP DRAWINGS AND SUBMITTALS 0 00
SHALL INCLUDE PROJECT NAME, LOCATION FOR USE, PRODUCT INFORMATION, DIMENSIONS, FINISHES AND OPTIONS, cv
o PLYWOOD L////� SECTION REFERENCE WARRANTY INFORMATION AS APPLICABLE. SUBMITTALS MAY BE REQUIRED FOR THE FOLLOWING ITEMS AT d c�
Z 1 CONTRACTOR'S REQUEST: DOORS AND FRAMES, WINDOWS, MILLWORK, MECHANICAL AND ELECTRICAL SYSTEMS,
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A-1 (SEE SECTION 1 ON A-1) CONCRETE DESIGN, EXTERIOR FINISHES, HARDWARE, PAINT/ STAIN, GLAZING AND FRAMES, WOOD AND FINISHES,
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R. ALL INSULATION MATERIAL INCLUDING FACINGS ARE REQUIRED TO HAVE A FLAME SPREAD OF 25 OR BETTER AND A DATE 2/5/2021
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BATT INSULATION
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U) (SEE DETAIL 1 ON A-1) MATERIALS SHALL BE ASSEMBLED AND INSTALLED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN
T RIGID INSULATION 1 THE IBC. JOB NO. 20086
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a T. ALL WALLS EXTENDING TO THE BOTTOM OF ROOF DECK AND/OR STRUCTURE NEED TO BE SEALED USING INDUSTRY
GYPSUM BOARD STANDARD SEALANT OR FOAM TO PREVENT SOUND INFILTRATION.
COVER SHEET
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U. GENERAL CONTRACTOR SHALL CALL DIGLINE AT 811 TO LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO
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V. CONTRACTOR TO VERIFY AND COORDINATE ROOF PENETRATIONS, CURBS, EQUIPMENT LOCATIONS WITH MECHANICAL
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AND PLUMBING. SEAL ALL THROUGH-ROOF PENETRATIONS AIR TIGHT.
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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.
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5. EXISTING PARKING STRIPING TO BE REMOVED AND REPAINTED AT 45 DEGREES TO MEET ZONING CODE ~
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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.
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8. NEW SHELVING TO BE INSTALLED FOR TEMPORARY FOOD PICKUP AREA.
Oo ° 9. NEW LIGHT POLE TO BE INSTALLED, MATCH EXISTING.IL 11 Z
° 10. NEW ILLUMINATED DIRECTIONAL SIGN TO BE PERMITTED BY SIGN COMPANY. PROVIDE UNDERGROUND 0
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O TRA 11. NEW FOOD PICKUP SIGN. SIGN TO BE PERMITTED BY SIGN COMPANY.
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12. NEW 3'X7' SOLID CORE WOOD DOOR LEAF WITH (3) BALL BEARING HINGES, LEVER HARDWARE WITH
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1. NEW PREFAB SHED BY OTHRES. EXTERIOR WALL CONSTRUCTION: 2X6 WOOD STUDS @ 16" O.C. TO UNDER
1 3 1 SIDE OF ROOF RAFTERS W/ 5/8"TYPE "X" GYPSUM BOARD EACH SIDE. INFILL CAVITY WITH R-19 BATT INSULATION 0 NEW 6" DIA. RECESSED CAN LIGHT TO BE INSTALLED IN CEILING
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 Zo NEW DUPLEX ELECTRICAL OUTLET OR NEW RECEPTACLE TO BE INSTALLED
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3. NEW 3'X7' INSULATED DOOR WITH (3) BALL BEARING HINGES, LEVER HARDWARE WITH OFFICE/ENTRY Q
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0 NEW 2-A:10-B:C RATED FIRE EXTINGUISHER WITH BRACKET MOUNT OR IN FIRE RATED
4. 5/8" GYP BOARD CEILING AT 7'-6"A.F.F. OVER 2X4 WOOD FRAMING @ 16" O.C. FE SEMI-RECESSED CABINET(RATING TO MATCH ADJACENT WALL RATING AS
q 2 2 APPROPRIATE). INSTALL AT 46" A.F.F. TO EXTINGUISHER HANDLE.
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.
2 2 os OCCUPANCY SENSOR IN AREA NOTED TO COMPLY WITH LIGHT REDUCTION CONTROL PER IECC
6. 6" HARDIEBOARD FASCIA ATTACHED TO ROOF RAFTERS. PAINT TO MATCH JAKER'S RED FASCIA. SECTION C405.2.1.1. U)
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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
WEST SHED EAST SHED TRIM. INSTALL CLEAR ALL WEATHER SEALANT AT PERIMETER.
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