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CC - ElevationsOVERVIEW OF PROPOSED WORK THE SCOPE OF WORK IS TO BUILD A NEW FLEX WAREHOUSE AND OFFICE BUILDING WITH A FUTURE TENANT IMPROVEMENT. APPLICABLE CODES 2018 INTERNATIONAL BUILDING CODE (IBC), WITH AMENDMENTS 2018 INTERNATIONAL MECHANICAL CODE (IMC), WITH AMENDMENTS 2017 IDAHO (UNIFORM) PLUMBING CODE 2017 NATIONAL ELECTRIC CODE (NEC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 IDAHO FIRE CODE (II WITH AMENDMENTS 2010 ICC/ANSI STANDARD A117.1 2018 INTERNATIONAL FUEL AND GAS CODE (IFCG), WITH AMENDMENTS TYPES OF CONSTRUCTION - II-B OCCUPANCY CLASSIFICATION B - OFFICE S-2 - LOW HAZARD STORAGE BUILDING HEIGHT AND AREA HEIGHT TO ROOF LEVEL: 39' - 6" HEIGHT TO TOP OF STIAR ENCLOSURE: 32' - 0" GROSS BUILDING AREA: APPROX. 39,500 SF OFFICE: 15,000 GSF = 38 WAREHOUSE: 24,500 GSF = 62 FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEMS: NFPA13 SPRINKLER SYSTEM L d9 GORILLA MIND 1835 E PINE AVE, MERIDIAN, ID 83642 SHEET INDEX EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com GENERAL Contact: G000 COVER SHEET JULIE MILLER G001 GENERAL NOTES, LEGENDS & ABBREVIATIONS julie.miller@evstudio.com G002 ACCESSIBILITY DETAILS - DOORS 208.884.2824 x1018 G003 ACCESSIBILITY DETAILS ARCHITECTURAL A100 ARCHITECTURAL SITE PLAN A101 FIRST FLOOR PLAN OFFICE C/S A102 FIRST FLOOR PLAN WAREHOUSE C/S At 10 FIRST FLOOR CEILING PLAN C/S A201 SECOND FLOOR PLAN OFFICE C/S A202 ROOF PLAN C/S A210 SECOND STORY CEILING PLAN C/S A302 EXTERIOR ELEVATIONS NORTH AND SOUTH A303 EXTERIOR ELEVATIONS EAST AND WEST A309 BUILDING SECTIONS C/S A311 WALL SECTIONS C/S A401 ENLARGED FLOOR PLANS C/S ��■ 0 IIII w z > _ — 00 zm(.0 'i Q �3:M J z ao J m,o x LU > z -J wow w (D Z w G 22B0008 � I �I 1 6` JC, VICINITY MAP. OWNER, CONTRACTOR DESIGN TEAM. e o� c, r b�_ _ ��� _ Q�� MECHANICAL & Landscape Architect COPYRIGHT2021 — - - This document is an instrument of serviceand as such _ PLUMBING CONSULTANT remains the property of the Architect. Permission for use of this document Is limited and can be extended only by (• �i►)_ \ s �� I0.,written agreement with EVstutllo, LLC1� %- • architecture. engineering: planning I rENGINEERING, P.A. REVISION: STAC% ROCK GROUP I I MUSGROVE ENGINEERING STACK ROCK GROUP 234 S WHISPERWOOD WAY ` 725 E. 2ND STREET. BOISE, ID 83709 aoas STH sr. #tsa MERIDIAN, ID 83642 TEL 208.384.0585 BOISE, IDAHO83702 1101 W RIVER ST #310 (20B) 884-2824 CONTACT: TEL 208.345.0500 Todd Nelson Project Status ........ BOISE, ID 83702 EMAIL: tod@mm dnusgrovepa.coCONTACT: Will Howard DATE: 04.28.22 ! (208) 867-3652 1717 E. CHISOLM DR. ARCHITECTURE EMAIL: wills stackrockgroup.com DRAWN BY: AJU NAMPA, ID 83687 Jeremay Putman, AIA CHECKED BY: JLM GENERAL MANAGER Brandon Ehle (208) 465-0200 jeremy.putman@evstudio.com CIVIL ENGINEER brandonehle@gorillamind.com DESIGN MANAGER PROJECT MANAGER STRUCTURAL CONSULTANT AREA OF WORK ; SENIOR PROJECT MANAGER Justin Touchstone Julie Miller (J'u'B — Johnathon Caradonna jouchstone@hansen-rice.com julie.miller@evstudio.com •TA AARACK ` GROVE johnathon@paradigm-ors.biz COVER SHEET TAMARACK GROVE ENGINEERING JUB ENGINEERING 812 S. LA CASSIA DR 2760 W EXCURSION Us, ST 400 i BOISE, IDAHO83705 MERIDAIN, ID 83642 TEL 1 208.345.8946 TEL 208.376.7330 �• l i CONTACT: KEITH MORSE . CONTACT: Derek Peck EMAIL: derek.peckO-tamarackgrove.com EMAIL: KMORSE@JUB.COM GOOO ABBREVIATIONS A.B. ANCHOR BOLT MAT. MATERIAL A.C. AIR CONDITIONING MAX. MAXIMUM ACCT ACCENT MB MARKER BOARD ACOUST ACOUSTICAL MD METAL DECK ADA AMERICANS WITH DISABILITIES ACT MDF MEDIUM DENSITY FIBERBOARD ADJ ADJACENT M.H. MANHOLE A.F.F. ABOVE FINISHED FLOOR MISC. MISCELLANEOUS ALUM. ALUMINUM MECH. MECHANICAL ALT. ALTERNATE MIN. MINIMUM A.P.C. ACRYLIC POLYMER COATING MR MRROR APPROX. APPROXIMATE MANUF MANUFACTURER ARCH. ARCHITECT/ARCHITECTURAL M.O. MASONRYOPENING ASPH. ASPHALT MTD. MOUNTED AUTO AUTOMATIC MTG MEETING AWI AMERICAN WOODWORKING INST. MTL. METAL BD. BOARD (N) NEW BITUM. BITUMINOUS N NORTH BLDG. BUILDING NA NOT APPLICABLE BLK. BLOCK NECE. NECESSARY BLKG. BLOCKING N.I.C. NOT IN CONTRACT B.M. BENCH MARK N.T.S. NOT TO SCALE BM BEAM NOM NOMINAL BO BY OTHERS NON-COM. NON-COMBUSTIBLE B.O. BOTTOM OF NO. NUMBER BRIG. BEARING O.C. ON CENTER BSMT. BASEMENT O.D. OUTSIDE DIAMETER CAB. CABINET OFCI OWNER FURNISHED CONTRACTOR INSTALLED CBB CEMENTITIOUS BACKER BOARD O.H. OPPOSITE HAND CPT. CARPET OPG. OPENING CHNLS. CHANNELS OVHD. OVERHEAD C.J. CONTROL JOINT PT PAINT C.L. CENTERLINE P.C. PRECAST CONCRETE CLG. CEILING P.L. PROPERTY LINE CLR CLEAR PL. PLATE C.I.P. CAST IN PLACE PLG. PLUMBING C.M.U. CONCRETE MASONRY UNIT PLAM PLASTIC LAMINATE COL. COLUMN PLYWD PLYWOOD CONC. CONCRETE PNL. PANEL CONT. CONTINUOUS FIR. PAIR CONSTR. CONSTRUCTION PREFAB. PREFABRICATED COORD. COORDINATE PORT. PORCELAIN TILE CSI CONSTRUCTION SPEC. INSTITUTE PTN. PARTITION C.T. CERAMIC TILE PVC POLYVINYL CHLORIDE CTB CERAMIC TILE BASE Q.T. QUARRY TILE CTP CERAMC TLE PAVERS R RISER C.U.H. CABINET UNIT HEATER RAID. RADIUS CWT CERAMIC WALL TILE RB RUBBER BASE D DRYER RCP REFLECTED CEILING PLAN DBL. DOUBLE R.D. ROOF DRAIN DEMO DEMOLISH, DEMOLITION RE: REFER/REFERENCE DEPT. DEPARTMENT REF REFRIGERATOR D.F. DRINKING FOUNTAIN REINF. REINFORCED DIA. DIAMETER REQ REQUIRED DIM DIMENSION RESIL. RESILIENT DISP. DISPENSER REV. REVISION DN. DOWN RFG. ROOFING DR. DOOR RM. ROOM IDS. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL R.O.W. RIGHT OF WAY DW DISHWASHER RTU ROOF TOP UNIT DWG. DRAWING S.A.T. SUSPENDED ACOUSTICAL TILE (E) EXISTING S.C. SOLID CORE E W EACH WAY SCHED. SCHEDULE EA. EACH S-CONC SEALED CONCRETE E.I.F.S. E.J. EXTERIOR INSULATION&FINISH SYSTEM EXPANSION JOINT SD SEAL. SOAP DISPENSER SEALER ELEV/EL. ELEVATION SECT SECTION ELEC. ELECTRICAL S.F. SQUARE FOOT/FEET ENGR. ENGINEERED SHT. SHEET ENCL. ENCLOSURE SHWR SHOWER EPDXY EPDXY PAINT SPEC. SPECIFICATION(S) EQ. EQUAL SPRL. SPANDREL EQUIP. EQUIPMENT SQ. SQUARE EQUIV. EQUIVALENT S.S. STAINLESS STEEL EX EXISTING STA. STATION EXP. EXPANSION STC SOUND TRANSMISSION CLASS EXP.JT. EXPANSION JOINT STD. STANDARD EXH. EXHAUST S.STL. STAINLESS STEEL EXT. EXTERIOR ST STAIN E.W.C. ELECTRIC WATER COOLER SHTG SHEATHING FBGL. FIBERGLASS STL. STEEL F.D. FLOOR DRAIN SUPPL. SUPPLIED FDN. FOUNDATION SUSP. SUSPENDED F.E. FIRE EXTINGUISHER STOR. STORAGE F.E.C. FIRE EXTINGUISHER CABINET STIR STRINGER F.F. FINISHED FLOOR STRL. STRUCTURAL F.F.&E. FURNITURE, FIXTURES & EQUIP STRUCT. STRUCTURE, STRUCTURAL F.G. FINISH GRADE SYM. SYMMETRICAL F.H.C. FIRE HOSE CABINET SYST. SYSTEM FIN. FINISHED) SV SHEETVINYL FIN.FLR. FNSHED FLOOR T TREAD (IN PLAN) FIXT. FIXTURE T. TEMPERED (ON WINDOW) FLD FIELD TB TACK BOARD FLR. FLOOR TBB TILE BACKER BOARD FLRG. FLOORING TBD TO BE DETERMINED F.O. FACE OF TAB. TOP AND BOTTOM F.O.S. FACE OF STUD T.C. TOP OF CURB F.R. FIRE RESISTIVE TAG. TONGUE & GROOVE FR. FRAME TEL. TELEPHONE FRMG. FRAMING TEMP. TEMPERED F.R.P. FIBER REINFORCED PANEL THK. THICKNESS FT. FOOT/FEET THLD. THRESHOLD FTG. FOOTING T.O. TOP OF FUT. GA. FUTURE GAUGE T.O.B. TOP OF BEAM GAL. GALLON T.O.C. TOP OF CONCRETE GALV. GALVANIZED T.O.F. TOP OF FLOOR/FOOTING G.C. GENERAL CONTRACTOR T.O.M. TOP OF MASONRY GHM GALVANIZED HOLLOW METAL T.O.STL TOP OF SLAB/STEEL GL. GLASS TS TUBE STEEL GLU LAM GLUE LAMINATED WOOD T.V. T'P. TELEVISION TYPICAL GMGU GR. GLASS MESH GYPSUM UNIT GRADE TYPE'X' FIRE RATED GYPSUM BOARD GYP. GYPSUM BOARD UBC UNIFORM BUILDING CODE H HEIGHT U.L. UNDERWRITERS LABORATORY H.B. HOSE BIB UNFIN. UNFINISHED H.C. HOLLOW CORE U.O.N. UNLESS OTHERWISE NOTED HC HANDICAP, HANDICAPPED VAR. VARIES HDBD. HARDBOARD VCT VINYL COMPOSITION TILE HDR HEADER VERT. VERTICAL HDWR HARDWARE VEST. VESTIBULE HM HOLLOW METAL VIF VERIFY IN FIELD HORIZ. HORIZONTAL V.W.C. VINYL WALL COVERING HT. HEIGHT W W WASHER (IN PLAN WIRE GLASS HTR. HVAC HEATER HEATINGNENTILATING & AIR COND. W/ (ONWINDOW) WITH IBC INTERNATIONAL BUILDING CODE WD. WOOD I.D. INSIDE DIAMETER WDW. WINDOW INSUL. INSULATION W.C. WATER CLOSET INT. INTERIOR WF WIDE FLANGE JAN JANITOR W.H. WATER HEATER JT. JOINT W.I. WROUGHT IRON JST. JOIST W/O WITHOUT KID KNOCK DOWN WP WATERPROOF KIT. KITCHEN WR WATER RESISTANT LAM. LAMINATED) WSCI WAINSCOT LAV. LAVATORYY WT. WEIGHT L.F. LINEAR FOOT W.W.F. WELDED WIRE FABRIC SYMBOLS -O-xxxx ELEVATION INDICATOR SURFACE MOUNTED FIRE EXTINGUISHER (A)SURFACE WINDOW INDICATOR CABINET VESTIBULE ROOM DESIGNATION F1011 Lffl] W5 WALL TYPE INDICATOR SEMI-R 100A DOOR INDICATOR 26 ACCESSORY INDICATOR F.E. BRACKET LL, CORNER GUARD CIS VCT-,_�-CPT FLOOR MATERIAL TRANSITION INDIC. DETAIL LOCATION ON SHEET DRAWING TITLE PLAN DRAWING (1 1/2" = 1'-0" TITLE DRAWING SCALE 13 DETAIL NUMBER 1.1 SHEET WHERE DRAWN GENERAL NOTES GENERAL REQUIREMENTS 1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB- CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE REQUIREMENTS. SEMI -RECESSED 2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR THE FIRE EXTINGUISHER CONVENIENCE OF THE ARCHITECT AND THE CONTRACTOR. THE SEPARATIONS USED CABINET HEREIN ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE, AND IN NO WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE INTEGRATED AND UNIFIED WHOLE. WALL MOUNTED FIRE EXTINGUISHER 3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE BRACKET REDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK. 1 4 Al 2 INTERIOR ELEVATION REFERENCE 3 A11 �DETAI L NUMBER SECTION EXTERIOR REFERENCE ELEVATION SHEET WHERE DRAWN REFERENCE REVISION INDICATOR 1 RFI 4. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK. 5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH. 6. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK. DETAIL 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING REFERENCE ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO DETAIL NUMBER UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 1 A1.1 8. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE SHEET FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND WHERE DRAWN HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT. 9. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NECESSARY TO COMPLETE THE WORK. 10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODE & LOCAL AMENDMENTS. RE: CODE SHEET. MATERIALS DRIVEWAY EARTH - OVERFRAME / OPENING / STEP DOWN COMPACT FILL GRAVEUPOROUS FILL CONCRETE (PRECAST OR CAST IN PLACE) SPRAY INSULATION STEEL ALUMINUM CONTINUOUS WOOD BLOCKING NON -CONTINUOUS WOOD BLOCKING WOOD FINISH PLYWOOD GYPSUM BOARD ® BATT/LOOSE FILL INSULATION RIGID INSULATION WOOD GLULAM REFER TO CONSTRUCTION SPECIFICATION INSTITUTE, UNIFORM DRAWING SYSTEM AND MASONRY TO PROJECT SPECIFICATIONS FOR REFERENCE STANDARDS & ADDITIONAL ABBREVIATIONS 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT BETWEEN ALL TRADES. 12. THE CONTRACTOR SHALL PLAN FOR 10 BUSINESS DAYS FOR RFIS AND SUBMITTAL REVIEWS FOR ALL WRITTEN REQUESTS UNLESS INFORMATION CANNOT REASONABLY BE ASCERTAINED WITHIN THAT TIMEFRAME. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DOCUMENT MANAGEMENT AS WELL AS DISTRIBUTION AND COORDINATION OF DOCUMENTS TO ALL CONTRACTORS, SUBCONTRACTORS AND AUTHORITIES HAVING JURISDICTION. 14. THE CONTRACTOR MAY REQUEST SPECIFIC FORMATTING OF DOCUMENTS, HOWEVER EVSTUDIO WILL REQUIRE OWNER APPROVAL FOR ADDITIONAL FEES FOR TIME REQUIRED TO CHANGE THE DOCUMENTS TO A REQUESTED FORMAT. 15. EVSTUDIO RESERVES THE RIGHT TO DISTINGUISH IN WRITING RFIS TO CLARIFY CONSTRUCTION DOCUMENTS SEPARATELY FROM RFIS GENERATED BY ISSUES NOT RESULTING FROM THE NEED TO CLARIFY INFORMATION IN THE DRAWINGS. DRAWINGS AND DIMENSIONS 1. DO NOT SCALE THE DRAWINGS. 2. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK OR TO FACE OF STUD UNLESS NOTED OTHERWISE. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS OR SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY. 6. SEE GENERAL NOTES ON ALL'A' SERIES DRAWINGS FOR INFORMATION RELATED TO PLANS AND DETAILS ON THOSE SHEETS. 7. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE. 8. CONTRACTORS AND ALL SUB -CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND/OR ORDERING OF MATERIALS. 9. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY. 10. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT LOCATIONS OF ALL CEILING FIXTURES. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR COMPLETE CONSTRUCTION REQUIREMENTS. 11. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS SHOW WHERE EXPOSED DUCTWORK IS TO BE INSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLED PATTERN. THE CONTRACTOR MUST RELY ON ALL OF THESE DISCIPLINES TO COMPLETE THE WORK AND SHOULD NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 12. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INSTALLING THEIR RESPECTIVE EQUIPMENT IN THE CEILING PLENUMS. MECHANICAL, ELECTRICAL, STRUCTURAL, AND FIRE SPRINKLER SYSTEMS ALL SHARE THIS SAME SPACE. EACH SUB CONTRACTOR IS TO REVIEW THE REQUIREMENTS OF THEIR WORK WITH THE AWARENESS OF THE OTHER TRADES THAT NEED TO SHARE THESE SPACES AND MUST NOT ASSUME THAT THEIR INSTALLATION HAS BEEN CONSIDERED IN THE DESIGN AND SHOP DRAWINGS OF THE OTHER TRADES. CONSTRUCTION NOTES 1. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS (TYPICALLY THE FIRST MANUFACTURER LISTED UNDER "ACCEPTABLE MANUFACTURERS" IN THE SPECIFICATIONS). DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS MAY ALSO BE ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING PARTITION THICKNESSES FOR RECESSED OR SEMI -RECESSED PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES. 2. PROVIDE & INSTALL SOLID BLOCKING WITHIN PARTITIONS AT ALL LOCATIONS WHERE ITEMS WILL BE MOUNTED ON PARTITIONS INCLUDING, BUT NOT LIMITED TO: ACCESSORIES, CASEWORK TRIM, FLASHING, WALL MOUNTED EQUIPMENT, TACK/BULLETIN/MARKER BOARDS, ETC. OFTANI•0619]g 4. MAINTAIN RATING AT ALL BLOCKOUTS FOR ALL FIRE EXTINGUISHERS AND TOILET ACCESSORIES THAT ARE TO BE INSTALLED IN RATED WALLS. 5. PROVIDE & INSTALL 24" X 24" ACCESS PANELS IN PARTITIONS WHERE REQUIRED FOR MECHANICAL EQUIPMENT EXCEPT WHERE SIZES ARE OTHERWISE NOTED. 6. PROVIDE & INSTALL GYPSUM BOARD CONTROL JOINTS IN PARTITIONS AND CEILINGS AT 30'-0" MAX. SPACING. COORDINATE TO MEET FIRE RESISTIVE RATINGS OF THE ASSEMBLY, FIRESTOP JOINTS AT RATED PARTITIONS. SUB -CONTRACTOR MUST PROVIDE A SUBMITTAL FOR JOINT MATERIAL. 7. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHERE DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER AND WHERE THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 8. FIREBLOCK ALL CONCEALED SPACES, SOFFITS, SHAFTS, CHASES AND CEILING AREAS PER REQUIREMENTS OF THE CODE ENFORCED BY THE AUTHORITY HAVING JURISDICTION (AHJ) AND THE LOCAL JURISDICTION'S AMENDMENTS. 9. PROVIDE & INSTALL SLIP JOINT CONNECTIONS AT PARTITIONS THAT EXTEND TO STRUCTURE ABOVE. PROVIDE BRACING ABOVE AS REQUIRED. REFER TO STRUCTURAL DRAWINGS AND TO SLIP JOINT DETAILS. 10. IT IS THE INTENT OF THE DESIGN THAT ALL STUD PARTITIONS BE OF SUFFICIENT WIDTH TO ADEQUATELY ENCLOSE PIPING, CONDUITS, AND RECESSED EQUIPMENT. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH THIS INTENT. 11. ALL VERTICAL AND HORIZONTAL PIPES, CONDUITS, DUCTS, ETC. IN FINISHED ROOMS OR AREAS THROUGHOUT THE BUILDING SHALL BE FURRED IN TO MATCH THE ROOM FINISH, UNLESS OTHERWISE NOTED. 12. WHERE MECHANICAL WORK PENETRATES ANY COMPONENT OF A FIRE -RATED ASSEMBLY, PROVIDE & INSTALL THE APPROPRIATE FIRE AND/OR SMOKE DAMPERS. IF IT IS NOT CLEAR WHETHER DUCTWORK PENETRATES A PORTION OF THE RATED ASSEMBLY, OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING. SEAL AROUND ALL PENETRATIONS THROUGH PROPOSED FIRE RATED PARTITIONS. PROVIDE UL APPROVED FIRESTOP SYSTEM TO MEET REQUIRED RATING. 13. THE FIRE ALARM SYSTEM WILL BE DESIGNED BY THE INSTALLING SUB -CONTRACTOR. THE GENERAL CONTRACTOR SHALL COORDINATE LAYOUT CLEARANCES AND LOCATION OF SYSTEM WITH THE STRUCTURE, MECHANICAL DUCTWORK, ELECTRICAL LIGHTING, DRAINAGE PIPING, AND THE ARCHITECTURAL REFLECTED CEILING PLANS. THE ALARM DESIGN MUST BE COORDINATED WITH THE PROVISIONS OF ALL ENGINEERING AND ARCHITECTURAL DOCUMENTS AND SHOULD NOT RELY SOLELY ON ONE SERIES OF DRAWINGS OR ONE DISCIPLINE. CONTRACTOR SHALL ADJUST OR ADD FIRE ALARM DEVICES TO ACCOMMODATE PARTITION LAYOUT. ALARM SPACING AND PLACEMENT SHALL MEET CODE REQUIREMENTS. SUB -CONTRACTOR SHALL COORDINATE ANY ALARM DEVICE LAYOUT CONFLICTS WITH THE ARCHITECT. 14. INTERIOR SIGNAGE TO BE DESIGN BUILD AND COMPLY WITH THE SFO, ANSI 117.1, THE ACCESSIBILITY CODE ENFORCED BY THE AUTHORITY HAVING JURISDICTION (AHJ) AND ADA. EVstudio Denver, CO Evergreen, CO Meridian, ID 303.670.7242 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 0 Z LU IIIIIIIIIIIIIIIIIII� V CO z 0 Co"t IIIIIIIIIIIIIIIIIIIJ Z 00 Q J m \ X LLI J > Q Z Q O�zLLj `.J Z /�E LU 22B0008 COPYRIGHT 2021 This document is an instrument of service, and as such remains the properly of the Architect. Permission for use of this document is limited and can be extended only by written agreement with Evsludio, LLC. REVISION: Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM GENERAL NOTES, LEGENDS & ABBREVIATIONS G001 <_ 24" X = 32 MIN. X = 36" MIN. FROM ICC/ANSI WIDTH SHALL 4 COMPLY CLEAR EVstudio > 24" WIDTH. CLEAR WIDTH SHALL COMPLY WITH THE FOLLOWING: SEGMENT LENGTH MIN SEGMENT WIDTH ------ ------ <_ 24" 32" MIN. Denver, CO Evergreen, CO * Meridian, ID z z z 303.670.7242 co x za" MIN. inspections@evstudio.com 22" MIN design@evstudio.com i www.evstudio.com 22" MIN Contact: JULIE MILLER * n julie.miller@evstudio.com CLOSER AND LATCH MIN. WHERE BOTH f 208.884.2824 x1018 CLOSER ARE PROVIDED. *54" MIN. WHERE CLOSER IS PROVIDED MEASURED CLEAR WIDTH AT ACCESSIBLE ROUTE HINGE APPROACH - PUSH SIDE 8� LATCH APPROACH - PULL SIDE POCKET DOOR - POCKET SIDE APPROACH 15 ! 3/4" = T-0" 3/4" = 1'_0" 3/4" = 1'_0.1 3/4" = 1'_0" * DOOR SWING FACE OF z DOOR 2 N V Z 24 MIN. Z STOP V 24" MIN. � 18" MIN. LATCH SIDE sk 48"MIN. WHERE JAMB CLOSER PROVIDED LU if MEASURED CLEAR WIDTH AT DOORS AND m 14 DOORWAYS 10 FRONT APPROACH - PULL SIDE 7 LATCH APPROACH - PUSH SIDE 3 POCKET DOOR - LATCH APPROACH m N 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = T-0" Z w � 48"MIN — co �zo C0 X i Z O Z " 32" CLEAR MINIMUM FOR LL LLJ p / ACCESSIBLE DOORS NORMAL 32" CLEAR (31 3/4") — ALLOWED AT USER PASSAGE z DOORS g EXISTING BUILDINGS w C 32' MINIMUM REQUIRMENT FOR 04 Z W G TYPE A UNITS 12"* 52" MIN FROM ICC/ANSI A117.1 - 2017 404 z MIN. B O O O 8 DOORS AND DOORWAYS. O O 404.2.2 CLEAR WIDTH DOORWAYS o SHALL HAVE A CLEAR OPENING `D OF 32" MINIMUM. 1004.5.2 USER PASSAGE DOOR. 36" MIN. l,��o\� 1004.5.2.1 CLEAR WIDTH `C DOORWAYS SHALL HAVE A �p p CLEAR OPENING MINIMUM. O S * WHERE BOTH CLOSER / m CLEAR OPENNG OF SWINGING ' /,� DOORS SHALL BE MEASURED V BETWEEN THE FACE OF THE o AND LATCH ARE J�OJP�O� e DOOR AND THE STOP, WITH THE PROVIDED DOOR OPEN 90 DEGREES. NEW CONSTRUCTION CLEAR WIDTH AT DOORWAYS FRONT APPROACH - PUSH SIDE 2 CLEAR FLOOR SPACE GO� 3/4" = T-0" �v/ 314" = 1'-0.1 � 3/4" = T-0" 20" TO 25" CrrtOPYRIGHT 2021 L L 32" MIN. This docurns the pro is an f tht Aent of 1. Pee, and as such ns the property of the Architect. Permission for use MAX MAX of this document is limitetl and can be a#entletl only by 3' - 0"01 ACCESSIBLE ICC/ANSI 117.1-2017 written agreement with EVstudio, LLC. MIN ROUTE 1003.2 PRIMARY ENTRANCE. REVISION: THE PRIMARY ENTRANCE io Z io Z SHALL BE ON AN ACCESSIBLE C g g 2' - 8" ROUTE FROM PUBLIC AND LEAR WIDTH COMMON AREAS. THE w N MIN AT DOOR PRIMARY ENTRANCE SHALL — — L — — — NOT BE TO A BEDROOM UNLESS IT IS THE ONLY ENTRANCE. z Project Status 20" TO z DATE: 04.28.22 04 DRAWN BY: AJU MAX 25" MAX CHECKED BY: JLM 42" MIN. o Z ACCESSIBLE ROUTE ACCESSIBILITY DETAILS - DOORS OBSTRUCTED HIGH FORWARD REACH 9 HINGE APPROACH - PULL SIDE 5 POCKET DOOR - FRONT APPROACH � PRIMARY ENTRANCE REQUIREMENTS �� 3/8" = 1'-0" �J 3/4" = T-0" �`�J 314" = T-0" � J 3/8" = T-0" G002 ACCESSIBLE MIRROR 3/4" = 1'-0" ELECTRICAL TELEPHONE SWITCH THERMOSTAT OUTLET JACK Gx\ 0 COUNTER AT 36" A.F.F. - A� ��� SEE 12 & 13/G003 FOR 'A 0?��1\G REACH RANGES O� ��\ o�� ELECTRIQSQO.<,O 0` HONE CABLE y� OUT O �\5 OC�� JACK JACK10 Z SEAT WALL 16"-18" ICC/ANSI 117.1-2017 306 KNEE AND TOE CLEARANCE. 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR GROUND SPACE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, THE SPACE ICC/ANSI 117.1-2017 608 SHOWER COMPARTMENTS SHALL COMPLY WITH SECTION 306. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH 608.2.1 TRANSFER -TYPE SHOWER COMPARTMENTS SHALL HAVE A CLEAR INSIDE DIMENSION AN ELEMENT, BUT SHALL NOT BE CONSIDERED AS A PART OF THE CLEAR FLOOR SPACE OR OF 36" WIDE AND 36" DEEP. AN ENTRY 36" MINIMUM IN WIDTH SHALL BE PROVIDED. A TURNING SPACE. CLEARANCE OF 48" MINIMUM IN LENGTH MEASURED PERPENDICULAR FROM THE CONTROL 306.2 TOE CLEARANCE. WALL, AND 36" MINIMUM IN DEPTH SHALL BE PROVIDED. 306.2.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN THE FLOOR AND 9" ABOVE THE 608.3.1.1 HORIZONTAL GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND FLOOR SHALL BE CONSIDERED TOE CLEARANCE AND SHALL COMPLY WITH SECTION 306.2. ON THE BACK WALL TO A POINT 18" FROM THE CONTROL WALL. 306.2.2 MAXIMUM DEPTH. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAXIMUM 608.3.1.2 A VERTICAL GRAB BAR 18" MINIMUM IN LENGTH SHALL BE PROVIDED ON THE ? UNDER AN ELEMENT. CONTROL END WALL 3" MINIMUM TO 6" MAXIMUM ABOVE THE HORIZONAL GRAB BAR, AND 4" 306.2.3 MINIMUM DEPTH. WHERE TOE CLEARANCE IS REQUIRED AS PART OF A CLEAR FLOOR MAXIMUM INWARD FROM THE FRONT EDGE OF THE SHOWER. SPACE, THE TOE CLEARANCE SHALL EXTEND 17" MINIMUM BENEATH THE ELEMENT. 608.2.1.3 SEAT A FOLDING OR NON -FOLDING SEAT COMPLYING WITH SECTION 610 SHALL BE 306.2.4 ADDITIONAL CLEARANCES. SPACE EXTENDING GREATER THAN 6" BEYOND THE PROVIDED ON THE WALL OPPOSITE THE CONTROL WALL. AVAILABLE KNEE CLEARANCE AT 9" ABOVE THE FLOOR SHALL NOT BE CONSIDERED TOE 36" MIN CLEARANCE. 306.2.5 WIDTH. TOE CLEARANCE SHALL BE 30" WIDE MINIMUM. BACK WALL ICC/ANSI 117.1-2017 608.5.1 TRANSFER -TYPE 306.3 KNEE CLEARANCE. CL SHOWERS. 306.3.1 GENERAL. SPACE UNDER AN ELEMENT BETWEEN 9" AND 27" ABOVE THE FLOOR SHALL IN TRANSFER -TYPE SHOWERS, THE CONTROLS AND BE CONSIDERED KNEE CLEARANCE AND SHALL COMPLY WITH SECTION 306.3. HAND SHOWER SHALL BE LOCATED ON THE 60" MIN 306.3.2 MAXIMUM DEPTH. KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAXIMUM CONTROL WALL OPPOSITE THE SEAT, 38" MIN. AND UNDER AN ELEMENT AT 9" ABOVE THE FLOOR. CONTROL 48" MAX. ABOVE THE SHOWER FLOOR, 15" MAX 306.3.3 MINIMUM DEPTH. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS WALL FROM THE CENTERLINE OF THE CONTROL WALL PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11" DEEP MINIMUM AT 9" Z TOWARD THE SHOWER OPENING. CLEAR FLOOR SPACE AT W.C. PARALLEL OR ABOVE THE FLOOR, AND 8" DEEP MINIMUM AT 27" ABOVE THE FLOOR. Ct 2 608.5 HAND SHOWERS. A HAND SHOWER WITH A 306.3.4 CLEARANCE REDUCTION. BETWEEN 9" AND 27" ABOVE THE FLOOR, THE KNEE M HOSE 59" MIN. IN LENGTH, THAT CAN BE USED BOTH (��� FORWARD CLEARANCE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT. AS A FIXED SHOWER HEAD AND AS A HAND �9 1/2" = V-0" 306.3.5 WIDTH. KNEE CLEARANCE SHALL BE 30" WIDE MINIMUM. SHOWER, SHALL BE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NONPOSITIVE TJ -N V SHUT-OFF FEATURE. AN ADJUSTABLE -HEIGHT 8" MIN �4" MAX SHOWER HEAD MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS TO NOT OBSTRUCT THE USE OF GRAB BARS. r Z EXCEPTION: IN OTHER THAN ACCESSIBLE UNITS AND TYPE A UNITS, A FIXED SHOWER M HEAD LOCATED 48" MAX ABOVE THE k16-f io Z SHOWER FLOOR SHALL BE PERMITTED IN zLIEU OF A HAND SHOWER.608.6 THRESHOLDS IN TRANSFER -TYPE SHOWERCOMPARTMENTS SHALL BE 1/2" MAX. IN HEIGHT z AND SHALL BE BEVELED, ROUNDED, OR VERTICAL. L------J52" MIN EXCEPTION: IN EXISTING FACILITIES, IN �j za11 TRANSFER -TYPE SHOWER COMPARTMENTS o v 17" - 25" MAX WHERE PROVISION OF A THRESHOLD 1/2" IN z r N NOTE: INSIDE FINISHED DIMENSIONS HEIGHT WOULD DISTURB THE STRUCTURAL a MIN MEASURED AT THE CENTER POINTS REINFORCEMENT OF THE FLOOR SLAB, A OF OPPOSING SIDES THRESHOLD 2" MAX IN HEIGHT SHALL BE ° PERMITTED. 608.7 SHOWER ENCLOSURES FOR SHOWER 8" MIN. 6" MAX. (A) (B) COMPARTMENTS SHALL NOT OBSTRUCT 19" MAX. ELEVATION PLAN CONTROLS OR OBSTRUCT TRANSFER FROM 52" WHEELCHAIRS ONTO SHOWER SEATS. 608.8 WATER TEMPURATURE. SHOWERS SHALL CLEAR KNEE SPACE AT SINK DELIVER WATER THAT IS 120 DEGREES F MAX. 5 1/2" = V-0" OUTLETS, SWITCHES, TELECOM & HVAC 14 ACCESSORIES ACCESSIBLE TRANSFER SHOWER 8 KNEE SPACE AT WALL HUNG LAVATORIES 1/2" = T-0" 1/2" = V-0" 1/2" = 1'-0" CLOSET REACH RANGE 3/8" = 1'4. UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH MAX OBSTRUCTED SIDE REACH REACH RANGES 3/8" = T-0" 36" MIN. 12" O � O O PLAN VIEW - TOILET REINFORCING REFER TO GENERAL NOTES VERTICAL GRAB BARS PROVIDED AT PUBLIC RESTROOMS 18" 36" MIN. 36" o � z w z w w 00 M (V d M M TOILET REINFORCING - REAR WALL z 2-4" ADDITIONAL — REINFORCING AT SIDES AND BOTTOM RECOMMENDED MIN. REINFORCED AREA 10 GRAB BAR LOCATION & REINFORCING AT W.C. 1/2" = V-0" 114" MIN 1R" MIN PLAN VIEW - SWING -UP GRAB BAR 54" MIN. 12" 42" MIN. MAX.1 ��1, 15, %I%BB ----- ---- Lu Of z LL z w 2 0 04 M TOILET REINFORCING - SIDE WALL 2 1/2" - 3" L MOUNTING PLATE GRAB 2" 1 24" MIN. ADD APPROXIMATELY 2" TO EACH SIDE OF CENTER TO CENTER DIMENSION 60" DIA. MIN. ® OVERLAP OF 1 KNEE AND TOE U N EXISTING BUILDINGS 67" DIA. MIN. m / 1E] OVERLAP OF IKNEE AND TOE 2" \ O NEW CONSTRUCTION SPACING OF GRAB BARS CIRCULAR NON -CIRCULAR 3 GRAB BAR SIZE & CLEARANCE 3" = T-0" 60" MIN. O ® OVERLAP OF z KNEE AND TOE M MIN.k 36" MIN. �2" MIN. EXISTING BUILDINGS 68" MIN. � O ® OVERLAP OF KNEE AND TOE 8" MIN 16" MIN.� 36" MIN. �16" MIN. NEW CONSTRUCTION - OPTION 1 GRAB BAR DETAIL CIRCULAR TURNING SPACE D21/2" T-SHAPED TURNING SPACE 3" =1r-0„ �F 1/2„= T-0„ = V-01. ICC/ANSI 117.1-2017 1104.11.3 TOILET AND BATHING FACILITIES. 1102.11.3.1.1 LAVATORY. A CLEAR FLOOR SPACE + MI.MAXt POSITIONED FOR A PARALLEL A.F.F. APPROACH, SHALL BE PROVIDED O AT A LAVATORY. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE LAVATORY. EXCEPTIONS: 1. A LAVATORY COMPLYING WITH SECTION 606. 30" X 48" CLEAR L__/ o 2. CABINETRY SHALL BE FLOOR SPACE PERMITTED UNDER THE FLUSH WITH VANITY LAVATORY PROVIDED SUCH FRONT CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE CENTERLINE OF BASIN LAVATORY, THE FLOOR FINISH AND CLEAR FLOOR EXTENDS UNDER SUCH SPACE ALIGNED CABINETRYAND THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 6 ACCESSIBLE VANITY - ANSI TYPE B UNITS 1/2" = 1'-0" !.'ZSiILII�A 39"-41" A 12" 42" MIN. I IV C IV J I U IV EVstudio Denver, CO Evergreen, CO Meridian, ID 303.670.7242 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 Z IIIIIIIIIIIIIIIIIII� 'w W z ILIJ m lqi- J D Z co Q I C0ILIJ \ — Ix/Z J Q Q V W Z a— W w G 22B0008 2 �O� �A M z �O� P\,,0� � J O O O N C (10 42" MIN. U 36" MIN. z g 12" 6 ro MIN. MINCIE I � TRANSFER SIDE M M Cl) I GRAB BAR HEIGHT & LOCATION AT WC 1/2" = 1'-0" COPYRIGHT 2021 This document is an instrument of service, and as such remains the properly of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVsludio, LLC. REVISION: Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM ACCESSIBILITY DETAILS G003 _ E PINE AVE,-:: _................................................................ - - - — —-76.W� N89° 54' 01"E-16.42' N89° 54' 01"E-241.19' I SITE PLAN 1" = 30'-0" EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 Al HHNSEN-RICE.r C 0 N S T R U C T 1 0 N 1717 E Chisholm Dr. Nampa, ID 83687 P 208 465 0200 F 208 465 0272 W W W.HANSEN-RICE.COM r) Z LU t� W z C) Co � 'qT C-0 DM ` Q W \ ry w J > Q z Q O LLE W z `J z a- UJ W 22B0008 �A SITE ANALYSIS: SITE CHARACTERISTICS , ZONING DISTRICT: C-G LOT AREA: APPROX. 4.1 ACRES (+/- 179,056 SF) BUILDING AREA: APPROX. 39,500 SF v OFFICE: APPROX. 15,000 SF = 38% ` WAREHOUSE: APPROX. 24,500 SF = 62% EXPANSION AREA: APPROX. 10,500 SF TOTAL BUILDING AREA: APPROX. 50,000 SF t/O OFFICE: EXISTING 15,000 SF = 30% WAREHOUSE: APPROX. 35,500 SF = 70% COPYRIGHT 2021 This document is an instrument of service, and as such remains the Property of the Architect. Permission for use of this document is limited and can be extended only by PARKING STALLS: written agreement with Evstudio, LLc. (TOTAL REQ'D AFTER FUTURE EXPANSION) REVISION: CALCULATION: 50,000 / 500 = 100 STALLS A SUBMIT FOR DR 04.08.22 PARKING PROVIDED: STANDARD: 115 STALLS ADA: 6 STALLS TOTAL PROVIDED: 121 STALLS BICYCLE STALLS PROVIDED: 16 STALLS Project Status DATE: 04.28.22 GENERAL NOTES: DRAWN BY: DL CHECKED BY: JM A. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND REPORT AND DISCREPANCIES WITH THE DRAWINGS TO THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTIONALL GRADES ARE APPROXIMATE, VERIFY IN FIELD B. ALL PLANTS, TREES AND HARDSCAPING TO REMAIN UNLESS OTHERWISE NOTED. PROTECT FROM DAMAGE DURING CONSTRUCTION. REPLACE AS REQUIRED C. PRIOR TO CERTIFICATE OF OCCUPANCY, REPLACE ANY DAMAGED EXISTING HARDSCAPING (ASPHALT, CONCRETE, CURBS, ETC.) AS REQUIRED ARCHITECTURAL D. PROVIDE SECURE BICYCLE PARKING IN CLOSE PROXIMITY TO BUILDING SITE PLAN ENTRANCES MEETING ADA REQUIREMENTS. THESE FACILITIES SHALL NOT OBSTRUCT PEDESTRIAN WALKWAYS, PUBLIC SIDEWALKS, OR BUILDING ENTRANCE. EACH CONSTRUCTED FACILITY SHALL SUPPORT THE BICYCLE AND ALLOW THE OWNER OF, TO LOCK FRAME AND FRONT WHEEL WITH ONE LOCK. Al 00 1 2 3 4 5 6 101'-3 1/2" 1 1 1 1 34'-6 7/8" 10'-103/4" 14'-11" 63'-71/2" 11'-101/4" I I I I I go VESTIBUL 1p 0 i 4 L 91 SF 100 � i 4� i ..' �OPEhPiO FLOOR ABOVE °\ \t g � � 1 [lSTAIA18' 0"2T-3"17'-3 1/8.'ROO� iU ,y 1 185LLL- LEVATO fnfr�nnr etc a u FLOOR PLAN FIRST FLOOR OFFICE 3/32" = V-0" OFFICE C/S NOTES Note No Note Content 1 DOWNTOWN RACK BY DERO FACTORY FINISHED POWDERCOATED BLACK 2 UTILITY SWITCHBOARD SEE ELECTRICAL DRAWINGS 3 SINGLE PHASE PANEL SEE ELECTRICAL DRAWINGS 4 OSHA COMPLIANT ROOF ACCESS LADDER' 5 ADA COMPLIANT HI-LO DINKING FOUNTAIN; COORDINATE WITH PLUMBING 6 PERFORATED METAL PANELS, GRATING PACIFIC, LLC, 16 GA COLD ROLLED CARBON STEEL, MOIRE PATTERN, FIELD PAINTED BLACK; SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 7 LOCKERS BY OWNER, INSTALLED BY GC PER MANUFACTURER'S SPECIFICATIONS; PROVIDE BACKING AT LOCATION COORDINATED WITH OWNER 8 ELEVATOR; SCHINDLER 3100 CONTACT: PETE SKOW 801-330-1974; SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 9 SECURITY GATE WITH PERFORATED METAL SCREEN FIELD PAINTED BLACK; CARD READER ACCESS ON GYM SIDE AND PANIC BAR ON STAIR SIDE; COORDINATE WITH ELECTRICAL AND SECURITY CONSULTANT w EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 Al HNSEN-Rlff. C 0 R S T R O C T 1 0 R 1717 E Chisholm Dr. Nampa, ID 83687 P 208 465 0200 F 208 465 0272 W W W.HANSEN-RICE.COM 0 Z LU RRRRRRRRRt• W z C) CO 3: 'qT D ` \'! Q co \ ry W J Q 7— Q O �zQ� LLl a— W w L 22B0008 COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with Evstudio, LLC. REVISION: A SUBMIT FOR DR 04.08.22 Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM FIRST FLOOR PLAN OFFICE C/S # WAREHOUSE C/S NOTES EVstudio 1 UTILITY SWITCHBOARD SEE ELECTRICAL DRAWINGS 2 SINGLE PHASE PANEL SEE ELECTRICAL DRAWINGS Denver, CO 3 OSHA COMPLIANT ROOF ACCESS LADDER' Evergreen, CO 4 ADA COMPLIANT HI-1-0 DINKING FOUNTAIN; COORDINATE *&I t diaM1lilk3 5 DOWNTOWN RACK BY DERO FACTORY FINISHED POWDERCOATED BLACK 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com V• W W ° - - -- A° — V- W W V W W V• W W V• W W V- +. V• W W W W W W-° .W °- W - W W� W- 1 1 W 1 1 W 1 W W 1 69'-1 1/4" w w w w w Q/ d w w . .w w . w . 12 B w w ww w- a ww wwa ww8 " °° ff- daCCot— . 2 a ° W a o- L — -- -- -a —^ -— — — ---- -ww - — - --- --° -=-w - - - - -N�N -a_ vCaiae7o • a'° °.a° ° Is, a WA2EH01SE a I ta 12 % . 2WW.��W—v 1C 23723 SF l . 34 T'1rlIbIII _—_—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_—_—_—_—_ oo , a g. a-kt1Il 29'_0 23,_0,, °�:w1S91IIIipIPIIL N .3 i --- m - - — - — - -- - mob - -°-- =-w +1III�III � ea` i1l 1/8 1T-9 1 /8" 25.0" 36'-0" 36 .0" '_0" 257 1/8"1087 36 a a I2 ° ° I ° a m W W ol a ° N +I I° 1` °d aRL I I Q P � FLOOR PLAN — LEV L 1 0" Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 I NflNSEN�RICE�� C 0 R S T R O C T 1 0 R 1717 E Chisholm Dr. Nampa, ID 83687 P 208 465 0200 F 208 465 0272 W W W.HANSEN-RICE.COM 0 Z LU � Q CO z CO 60 J J � z C� 00 co --Q w J > Q z Q O �z E C � V W z /� a- UJ w 22B0008 COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with Evstudio, LLC. REVISION: A SUBMIT FOR DR 04.08.22 Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM FIRST FLOOR PLAN WAREHOUSE C/S EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 1 2 3 4 5 6 LU N'fO.ELOOR`BOVE Cq m N / z W _________ J - z 00 0 9, o W LL W p 1 A s.-o W W (D Z W 13CB) --- -- 2260008 1 <1 y O � O Q' P O l ll 0 �\O' '�'R C, co, r U F7 CC COPYRIGHT 2021 This document is an instrument of service, and as such Ln ema,'ns the property of the Architect. Permission for use O of this document is limited and can be extended only by CV written agreement with EVstudlo, LLC. CV O REVISION: N LU w FIRST FLOOR CEILING PLAN OFFICE 3/32" = T-0" Q Z_ J w Project Status DATE: 04.28.22 Z DRAWN BY: AJU w CHECKED BY: JLM U LU w w 0 0 Z FIRST FLOOR Q CEILING PLAN C/S 0 cD ob 0 0 co CN Al 10 V LEVEL 2 OFFICE CEVstudio Note No Note Content 1 PERFORATED METAL PANELS, GRATING PACIFIC, LLC, 16 GA COLD Denver, CO ROLLED CARBON STEEL, MOIRE PATTERN, FIELD PAINTED BLACK; Evergreen, CO SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 2 METAL GUARDRAILS AND HANDRAILS PAINTED BLACK Meridian, ID 3 ADA COMPLIANT HI-LO DINKING FOUNTAIN; COORDINATE WITH PLUMBING 208.884.2824 4 ELEVATOR; SCHINDLER 3100 CONTACT: PETE SKOW 801-330-1974; SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION inspections@evstudio.com 5 GLASS GUARD RAIL AT OPENING BELOW; COORDINATE WITH design@evstudio.com STRUCTURAL www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 14-11.. 63'-71/2" 11'-101/4" NflNSEN RICE C 0 R S T R O C T 10 R 5 0 / 1717 E Chisholm Dr. Nampa, ID 83687 P 208 465 0200 1A F 208 465 0272 W W W.HANSEN-RICE.COM 5 21 $9 III LEVATOR _ > EI.EC.R K LOBBY EO— — Q 201 - — — — — — — — — — m 3300 — `- 2899SF -4'-11/4" A M V W 7t z CV 251a 2 r- DN ° o1A — w s 7t CO HLWAY MWOMENS R.R. _2 q H LLWAY M coN eo 4" 204 I 205 N Z 00 5'-5 1 M 12'-6 7/8" 4'-7 3/8" 137I F I5'-1 1 /4" 103 SF co\ Q MECH SHAFT N — o 1 A 202 I 3 2 ILII 24 SF A401 x >LJ Z 'o EN 06R.R. 2026 1 2 M 28'-6" w Q Q N - 138 SIF LL LLI C)O t/�CIDN " ' � " ' 'W N a _0 41-2114— 21-5" — — 24-41/4- a - w NC�00 % n LU 19 Z W 50 MECHoDN OSHAFT N _-- II r- 9s _ 2 22B0008 M M W — — _ 7 T-0" 12'-0 1 /2" LO W M a 0 COPYRIGHT 2021 This document is an instrument of service, and as such SECOND FLOOR uj /� remains the property of the Architect. Permission for use C1 l 1 3/32" = 1'-0" of this documentagreement limited and can be extended only by N written t with Evstudio, LLC. O REVISION: N A SUBMIT FOR DR 04.08.22 N r Q Z_ J W Project Status w DATE: 04.28.22 Z DRAWN BY: AJU W CHECKED BY: JLM U LU W 0 �o Z SECOND FLOOR Q PLAN OFFICE C/S 0 cD ob A201 0 0 CO 04 101'-2 3/4" ROOF PLAN NOTES EVstudio Note No Note Content 1 THERMO-WELDED ALL WEATHER ROOF WALKWAY MATS Denver, CO 2 OSHA COMPLIANT ROOF LADDER Evergreen, CO 3 48X48 SKYLIGHT Meridian, ID 4 4" ROOF DRAIN, COORDINATE WITH PLUMBING 5 ROOF ACCESS HATCH 2O8.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 0 208.884.2824 x1018 o: 0 0 ED r� _ 1/4" / V-0" 1/4" / 1'-0" a M 4 4 co 1 /4" / 1'-0" 1/4" / V-0" ro 0C) LU � O � M W �p M M 2 2 `.J MG`1 7' Z w 17'-9" — 1/4" / 1'-0" 1/4" / V-0" 1/4" / 1'-0" 1/4" / 1'-0" (le) 1/4" / 1'-0" 1/4" / 1'-0" — Z 00 S _ 4 4 4 Q J co — _ w 0 o x \ N O / Z \ W 7 J 10'-71/8" O O O O O O O G O O - O O 10'-71/8" LL W O O 3:-Z— (V � 7w ' '�I 5W W ! W L 22B0008 a 1 00 �y 0P�JP�0z�l le V co O O O O FM O O O O O O O COPYRIGHT 2021 This document is an instrument of service, antl as such Ln p _ - mains the property of the Architect. Permission for use CD o Q of this document is limited antl can be extended only by CV written agreement with EVstudio, LLC. (V a 0 a REVISION: N w 21 In 1/4" / 1'-0" /1/4- / V-0" r4 4 4 or� o0_ 1/4" / 1'-0" 1/4" / V-0" 1/4" / 1'-0" 1/4" / 1'-0" Q LD � Z 0 J W Project Status DATE: 04.28.22DRAWN BY: AJIJ Z I W CHECKED BY: JLM U LU W EL 270'-7 7/8" 0 Z_ Q ROOF PLAN C/S ROOF 0 3/32" = 1'-0" o o m N A202 CV EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: o JULIE MILLER julie.miller@evstudio.com ❑ 208.884.2824 x1018 0 � s'-o'. s0 O O 11 0 Z LU i� m N z W 'i Q C)3: C-0 J Z) J m--- _ x>z a 0 a 0 a o n LU Q a LL W p O �z� U wow zw� 22B0008 A309 �0 �y O� O� o n n 0 0 0 o n co, COPYRIGHT 2021 This document is an instrument of service, and as suchb—iLn 'ns the property of the Architect. Permission for use CD of this document is limited and can be e,hended only by CV written agreement with EVstudlo, LLC. (V O REVISION: N LU w r Q s Z J W Project Status DATE: 04.28.22 Z DRAWN BY: AJU w CHECKED BY: JLM U LU w w 0 0 Z SECOND STORY Q CEILING PLAN C/S 0 SECOND FLOOR CEILING PLAN 06 3/32" = V-0" m N A21 0 N n EXTERK 3/32" = 1'-0" n n n nn n in in n nn n n n ------- (EXTERIOR ELEVATION SOUTH L 3/32" = 1'-0" O SW 6608 RAVE RED MFR: SHERMIAN WILLIAMS COLOR:RED - - - - - - - - - - - - - - - - - - - - O PERFORATED METAL SCREEN MFR: TBD COLOR: BLACK EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 I HHNSEN-RICE.r C 0 N S T R U C T 1 0 N 1717 E Chisholm Dr. Nampa, ID 83687 P 208 465 0200 F 208 465 0272 W W W.HANSEN-RICE.COM Q J J W zLU LU � C) 3: \'J Z 00 D�y� Q co \ LU w > Z J Q Q LL_ LU p Z_ � LLLJ a- Lu Z LU 2 :111: COPYRIGHT 2021 This document is an instrument of service, and as such remains the properly of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVsludio, LLC. REVISION: A SUBMIT FOR DR 04.08.22 Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM EXTERIOR ELEVATIONS NORTH AND SOUTH A302 O SW 9167 POLISHED CONCRETE MFR: SHERMAIN WILLIAMS COLOR: DARK GREY O SW 6001 GRAYISH MFR: SHERMIAN WILLIAMS COLOR: LIGHT GREY O CLEAR WALL CURTAIN WALL SYSTEM MFR: KAWNEER COLOR: SMOKE GREY O METAL PANEL FINISH MFR: TBD COLOR: BLACK O SW 6608 RAVE RED MFR: SHERMIAN WILLIAMS COLOR:RED EXTERIOR ELEVATION EAST 3/32" = 1'-01, EXTERIOR ELEVATION WEST 3/32" = 1'-0" EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 Al HHNSEN-RICE.r C 0 N S T R U C T 1 0 N 1717 E Chisholm Dr. Nampa, ID 83687 P 208 465 0200 F 208 465 0272 W W W.HANSEN-RICE.COM aRAPET 13g'_gn V Q NN EAVE 137' w TOP OFF PANEL 133'-10" Q aRAPET nCO 132'-0" m z N w > 'qT 0 C'7 � Z IIIIIIIIIIIIIIIIII� m \ Q — FLOOR 114'-0" V IIIIIIIIIIIIIIIIII� LU X > z Q Q J LL O z � FLOOR 100'� n I_LI w v z UJ 22B0008 ----------- ---------- ----------- -----=---- ----------- ---------- ----- ----- ---------- ----------- ---------- ----------- ---------- ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O PERFORATED METAL SCREEN MFR: TBD COLOR: BLACK COPYRIGHT 2021 This document is an instrument of service, and as such remains the properly of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. REVISION: A SUBMIT FOR DR 04.08.22 Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM EXTERIOR ELEVATIONS EAST AND WEST A303 O SW 9167 POLISHED CONCRETE MFR: SHERMAIN WILLIAMS COLOR: DARK GREY O SW 6001 GRAYISH MFR: SHERMIAN WILLIAMS COLOR: LIGHT GREY O CLEAR WALL CURTAIN WALL SYSTEM MFR: KAWNEER COLOR: SMOKE GREY © METAL PANEL FINISH MFR: TBD COLOR: BLACK EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com BUILDING 2 OFFICE SECTION SECTIONS C/S 3/32" = T-0" A309 flFFt� CLEAR F 35 0 V 133' 10" RAPET illg-� 132'-0" V FLOOR � 114'-0" V FLOOR � 100'-0" V Section 9 3 1/4" = 1'-0" COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document Is limited and can be extended only by written agreement with EVstudio, LLC. Project Status DATE: 04.28.22 DRAWN BY: AJU CHECKED BY: JLM WALL SECTIONS C/S A311 ADA SHOWER WOMENS WOMENS R.R. 105 LOCKER IV 1 37 SF 109 136 SF 88 SF 10 " s 2'-10 3/4". 2 2 1/4" 2 _ 7 a ° SHOWER �` 5_o•a°�° d' 31 SIF a 8' 1 5/8" En' a l IJI °" °ate O SHOWER M 107 a 6'_0„ 31 SF 8'-1 5/8" n 0 2'-103/4"' 7 2'-21/4" _ a� 6 L r; 5 i rf 0 in 0 ADA SHOWER MENS LOCKER MENS R.R. 108 liq Iff 37 SF 88 SF 137 SF ENLARGED FLOOR PLAN FIRST FLOOR OFFICE 1/4" = 1'-0" 5'-3 ENLARGED FLOOR PLAN NOTES Note No Note Content 1 LOCKERS BY OWNER, INSTALLED BY GC PER MANUFACTURER'S SPECIFICATIONS; PROVIDE BACKING AT LOCATION COORDINATED WITH OWNER 2 CHASE 3 ADA COMPLIANT HI-LO DRINKING FOUNTAIN; COORDINATE WITH PLUMBING 4 SOPHSTONE (844.539.1801) SLANT COMMERCIAL SINK WITH OPTIONAL PLUMBING COVER, ADA COMPLIANT ELECTRONIC FAUCETS, COLOR TO BE DETERMINED; COORDINATE WITH PLUMBING 5 SOLID PHENOLIC CORE TOILET COMPARTMENTS AND SHOWER DOOR, COLOR TO BE DETERMINED 6 ADA COMPLIANT SHOWER WITH FOLD DOWN SEAT 7 FURNITURE AND ACCESSORIES BY OWNER ENLARGED FLOOR PLAN SECOND FLOOR OFFICE 1/4" = V-0" EVstudio Denver, CO Evergreen, CO Meridian, ID 208.884.2824 inspections@evstudio.com design@evstudio.com www.evstudio.com Contact: JULIE MILLER julie.miller@evstudio.com 208.884.2824 x1018 Z w z - W LU Cq Cq 00 Q co \ LX�z J Q Q O V L1J z a- W L u G 22B0008 COPYRIGHT 2021 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with Evstudio, LLC. REVISION: Project Status DATE: 04.28.22 DRAWN BY: Author CHECKED BY: Checker ENLARGED FLOOR PLANS C/S