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HomeMy WebLinkAboutPlansMATERIAL INDICATIONS MASONRY: FIREBRICK FACE BRICK CERAMIC TILE CONCRETE: CONCRETE BLOCK nd CASTPREa-PCASTLACE a LIGHTWEIGHT EARTHWORK: DISTURBED UNDISTURBED ONPOSTEUS FILL/GRAVEL RO METAL: ALUMINUM STEEL - LARGE SCALE STEEL - SMALL SCALE WOOD: FINISH ROUGH FRAMING/ BLKG.-CONTINUOUS LOCKIN BG - DISCONTINUOUS PLYWO- LARGE SCODALE TEMPERED HARDBOARD A A l�f(��I11f1��1�1��11�1� 1=11=11-1191 °Prjoru°PTjo1 7 j/ IO A >-< INSULATION: BATT/SE BLFANILLKET LOO RIGID FINISH MATERIALS - ACOUSTIC TILE GLASS CAULK and SEALANTS: SEALANT w/ BACKER ROD 'llef/Weli 4� I JOINT FILLER SETTING BEDS: SANDTER/MORTAR/ PLAS PLASTER/BACKING BOARDS: PLASTER w/ MTL. LATH G WYPSUMALLBOARD GLASS MESH MORTAR BOARD STONE: STONE VENEER FLOOR COVERING: RESILIENTRING TILE FLOO CARPET reedid re, 1 . 1 ,II' Ilillllllllll'��II GRAPHIC SYMBOLS + 461.0' 268 i NEW OR REQUIRED POINT ELEVATION EXISTING POINT ELEVATION (PLAN) LE EXISTING R EVATION CONTOUNOTED ONS HIGH SIDE A g20 NEW CONTOURS ELEVATION NOTED ON HIGH SIDE *TB 1 TEST BORING LEVEL LINE /B\ REVISION O WINDOW TYPE A COLUMN REFERENCE GRIDS PROJECT NORTH DASH & DOT LINE DASH & DOUBLE DOT LINE DOTTED LINE 1 A8 .1 s NIF 7 Al2 302 BUILDING OR WALL SECTION REFERENCE DRAWING NUMBER ELEVATION NUMBER REFERENCE DRAWING NUMBER DETAIL NUMBER REFERENCE DRAWING NUMBER ROOM/SPACE NUMBER 1011] DOOR DESIGNATION WALL, FLOOR OR ROOF CONSTRUCTION ASSEMBLY 01) KEYNOTE GRAPHIC SCALE (IN FEET) CENTER LINES, FLOOR LINES IN EXTERIOR €LEVATIONS, PROJECTED LINES PROPERTY LINES, BOUNDARY LINES BREAK LINE ARCHITECTURAL ELEMENT HIDDEN OR ABOVE DISCONTINUOUS DRAWING ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR 'AVGADJACENT AGG. AGGREGATE NC AIR CONDITIONING ALT. ALTERNATE ALUM. ALUMINUM A.B. ANCHOR BOLT ANDD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL) A.D. AREA DRAIN ASPH. ASPHALT SVT. BASEMENT BM. BEAM BRG. BEARING B.PL. BEARING PLATE, BASE PLATE B.M. BE MARK BVL. BEVELED BLKG. BLOCKING BD. BOARD B.O. BOTTOM OF B.Q.0 BOTTOM OF CURB BLDG. BUILDING gp.. CABINET . CARPETED) C.B. CATCH BASIN C.L. CENTER LINE CLG. CEILING UHT. CEILING HEIGHT C.T. CERAMIC TILE CLR. CLEARANET CE) CLOCLOS. COL. COLUMN CONC. CONCRETE (CAST -IN-PLACE) C.M.U. CONCRETE MASONRY UNIT CONST.JT. CONSTRUCTION JOINT CONT. CONTINUOUS OR CONTINUE C.JT. CONTRROIDORNTL JOI CORR. COR D. DD DET. DIAG. DIA. DIM. DR. DWR. DWG. EL ELEC. EL. . Er EQ. EQUIP. EXE. EXIST. EXP.JT. EXT. FGL. DEEP, DEPTHN DECK FTITN" DETAIL DIAGONAL DIAMESIOT DIMENER N DOOR DRAWER DRAWING EAST ELECATIONTRICAL) ELEV ELQUALEVATOR E EQUIPAUMSTT EXHEN EXISTING EXPANSION JOINT EXTERIOR FIBERGLASS FIN. F.A. FIRE AFINISHEDLAR) M F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.R.T FIRE RETARDANT TREATED F.D. FLOORING) F.D. FLOOR DRAIN FLUOR. FLUORESCENT FT. FOOT FTG. FOOTING FDN. FOUNDATION GA. GAGE, GAUGE GALV. GALVANIZED GL. GLASS, GLAZING GL.BLK. GLASS BLOCK GR. GRADE, GRADING G.W.B. GYPSUM WALL BOARD EBD. EDW. HDWD. HDR. HTG. H.V.A.0 HT. H. H.P. H.MH.C.. HORIZ H.B. H.W. HR. I.0 N.(") NCL. D. NSUL. NT NV. JJT.AN. K.O. LBL. LAM. HARDBOAARRDE HARDW HARDWEROOD HEAD HEATING H EATINGNENTI LATING/AC HEIGHT HI HIGHGH POINT HOLLOW CORE HOLLOW METAL HORIZHOSE BOIBNTAL HOT WATER HOUR MPACT INSOLATION CLASS NCH NCLUDE(D), (ING) NSIDE DIAMETER NSURIOLATE(D),(ION) NTER NVERT JANITORT JOIN KNOCK OUT LABEL LAMINATE(D) LAV. LAVATORY L.H. LEFT HAND L. LENGTH LIN. LINEN L.P. LOW POINT MH. MANHOLE MFR. MANUFACTURER) MAS. MAS M.O. MASOONNRYRY OPENING MATL. MATERIAL(S) MAX. MAXIMUM MECH. MECHANICAL) MEMB. MEMBRANE MET. MIN.(') MISC. MLU MTD. N.R.MC. NO. N. N.I.SC. N.T. NO..OR# NUMBER METAL MINIMUM, MINUTE MISCELLANEOUS MODERTEND LIVING UNIT (DESK) MOUN NONOISE REDUCTION COEFF. MINAL NORTH NOT IN CONTRACT NOT TO SCALE O.A. OVERALL O.C. ON ENINCENTGERS) OPG. OP OPP. OPPOSITE O.D. OUTSIDE DIAMETER O.R.D. OVERFLOW ROOF DRAIN PTD. PNL. PTN. PVMT. PERF. PLAS. P.LAM. PL. PLGL. PWD. PT. P.T. PVCF.. P.C. P.L.F. P.S.F. P.S.I. P.L. RECP. REF. REFR. REG. REINF. RESIL. RET. R.A. REV. R.H. R.O.W. R. R.D. RM. R.O. SCE. SET. SIM. S.C. S.T.C. S. SPEC. SQ. S.S. STD. STL. STOR. STRUCT PAINTNELED) PA PARTITIONEN PAVEMT PERFOERRATE(D) PLAST PLAATESTIC LAMINATE PL PLATE OOGLASSD PLYW POINT PRESSURE TREATED POLYVINYL CHLORIDE POUNDS PER CUBIC FOOT POUNDS PER LINEAL FOOT POUNDS PER SQUARE FOOT POUNDS PER SOUARE INCH PROPERTY LINE RECEPTACLE REFER (ENCE� REFRIGERAT R REGISTER REINFORCE(D), (ING) RESILIENT RETURN RETURN AIR REVISION(S), REVISED RIGHT HAND RIGHT OF WAY 'lag DRAIN ROM ROOUGH OPENING SCHEDEETULE SH SIMILAR SOLID COPE SOUNDUTH TRANSMISSION CLASS SO SPECIARFICATION SQUE STAINLESS STEEL STANDARD STEEL STORAGE STORM DRAIN STRUCTURAL TEL. TELEPHONE TV. TELEVISION TEMP. TEMPERED THK. THICK (NESS) TERES. THRESHOLD T&G T.O.C. TOP OTONGUEFCURANDB GROOVE T.O.S. T.O.STL T.O.W. T. TYP. V.B. V.R. VERT V.G. VEST .C.T. V. w.c. WP. WT. W.W.F. W. w/ WDW. W.W.M. W/O W/D WD. P TOSL TOP OF OF STAEEB L TOP OF WALL YPIC TREAD TAL VAPOR BARRIER VAPOR RETARDER VERTICAL VERTICAL GRAIN VESTIBCULOME VINYL POSITION TILE WATER CLOSET WATERPROOFING WEIGHT WELDED WIRE FABRIC WEST, WIDE, WIDTH WITH WINDOW WELDED WIRE MESH WITHOUT WASHEROD DRYER WO GENERAL NOTES 1. REFER TO ENLARGED PLANS FOR DIMENSIONS, DETAIL REFERENCES AND INTERIOR ELEVATION REFERENCES WITHIN THOSE AREAS. 2. DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE OR COLUMN CENTERLINE, AS INDICATED. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DRAWINGS. 4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 4. THE DRAWINGS AND SPECIFICATIONS (I.E.; ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY. ITEMS SHOWN IN ONE LOCATION /N THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN DIFFERENT DICIPLINES, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK. SHEET INDEX A 0.0 COVER SHEET & PROJECT INFORMATION A 1.1 SITE PLAN / BUILDING CODE X 2.1 EXIST. AND DEMOLITION PLAN A 2.1 FIRST FLOOR PLAN A 3.1 REFLECTED CEILING PLAN A 4.1 BUILDING SECTIONS A 5.1 CONSTRUCTION ASSEMBLIES, DOOR SCHEDULE A 8.1 INTERIOR ELEVATIONS S 1.0 STRUCTURAL PLAN AND DETAILS M 1-1 FIRST FLOOR SOUTH AREA MECHANICAL PLAN M 1-2 FIRST FLOOR NORTH AREA MECHANICAL PLAN M 1-3 MECHANICAL DETAILS E 1-1 FIRST FLOOR SOUTH AREA LIGHTING PLAN E 1-2 FIRST FLOOR NORTH AREA LIGHTING PLAN E 2-1 FIRST FLOOR SOUTH AREA ELECTRICAL PLAN E 2-2 FIRST FLOOR NORTH AREA ELECTRICAL PLAN PROJECT DIRECTORY OWNER Colorado Rocky Mountain School 1493 106 Road Carbondale, CO 81623 Joe White, Owner's Representative jwhite@crms.org ARCHITECT A4 Architects, LLC 242 North Seventh Street Carbondale, CO 81623 970.963.6760 Olivia Emery, R.A. oemery@a4arc.com STRUCTURAL ENGINEER KL&A, Inc. 215 North 12th Street, Unit B Carbondale, CO 81623 970.510.5701 Dan Doherty, P.E. ddoherty@klaa.com MECHANICAL ENGINEER Bighorn Consulting Engineers 569 South Westgate, Suite 1 Grand Junction, CO 81505 970.241.8709 Jesse Roseberry (mechanical) jesse@bighomeng.com Art Donoho (electrical) art@bighomeng.com GENERAL CONTRACTOR B&H General Contractors Genwood Springs, CO 81601 970.945.0102 970.945.0142 Hans Raaflaub hans@bhgencon.com / CRMS CAMPUS Vicinity Map SCALE: N.T.S. GD gaVlgio�S ova 7 ��� �2017 lo�-1 Poutr� o PROJECT SITE nak : tint GiVQ,w►frui r vi Sim 4 neu t a<nmuo cavy prim -only appl•ov a [Diem s . CHANGE ORDER #1 DATED JULY 12, 2017 Ns so so v a CRMS 1/ v EDUCATION INSIDE AND OUT S... d_ r 0 v PROJECT NORTH • A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.cc Consultant Colorado Rocky Mountain School 970.963.2562 // crms.org STUDENT STRENGTH AND CONDITIONING CENTER ate Issued For 07.12.17 Option B Reduced Scope Permit 06.02.17 Option B Reduced Scope Pricing 04.27.17 For Construction / Permit Project No: 1.614 'Drawn By: OHE Cover / General Information A 0.0 i< m ROOF DRAIN 101-4" OFFICE \ 2 \ 67'-7 e' BM ABOVE TO REMAIN 3. 8'-8 z 19'-8 4' iC'21 A3 Y 951„ 4�tiFgp" ii 8337� _ ELECTRIC 1 II SC 17' T/WALL 97.0' 3 -- ----- T'WALL 98.0' T/WALL 99.0' RAMP R — BM ABOVE TO REMAIN MULTI PURPOSE ROOM T/WALL 100-0' 20'-0" io 0 ro REMOVE ELECTRIC PANEL AND J / SECURITY RELOCATE \ REMOVE C.I.P. CONC. RAMP, PROTECT WINDOWS AND CASING ABOVE WALL ABO REMOVESTVESLABEM REMO SASEBO 'D r O 0 GE/ ROOM 225 sF 12'-0" LEGEND / NEW DOOR ���///A EXISTING DOOR TO REMAIN EXISTING DOOR TO BE REMOVED EXISTING WALL OR PARTITION TO BE REMOVED T b/ + 12'-0" SCOPE OF DEMOLITION / NEW WORK FOR OPTION B 12'-0" 12'-0" 12'-0" KEYNOTES (This Sheet Only) 111 X21 131 141 151 IF WALL EXTENDS ABOVE S.A.T., DEMO ONLY TO HEIGHT (X) CEILING REMOVE EXISTING S.A.T. CEILING, REPLACE AT HEIGHT SHOWN EXISTING 2 -HOUR ASSEMBLY TO REMAIN FACE OF (X) FNDN L-QAUING UU(.IC 4'_0" 3.9 z 12'-1 3/4" 12'-0" NOT USED GWB CEILING TO REMAIN, PATCH AS REQUIRED LEAVE WOOD WAINSCOT INTACT AT MUCH AS POSSIBLE. LEAVE CONC. LOCKER BASE THIS SIDE ONLY SAVE AS MUCH GLAZED BLOCK AND COVED BASE AS POSSIBLE FOR PATCH AND REPAIR. 16'-1 3/4" BEDROOM \ . oo 0 KITCHEN AY STUDENT 441) LOCKERS NO WORK 1 r) KITCHEN DELIVERIES 11111111111111 LIGHT FIXTURES TO REMAIN EXISTING BASEBOARD TO REMAIN DEMOLITION PLAN SCALE: 1/4" = 1'-0" T/ X) SLAB i CLASSROOM 16'-1" i 19'-4 z' ST DENT L UNGE FACULTY MEETING ROOM DINING HALL PROJECT NORTH A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 // crms.org STUDENT STRENGTH AND CONDITIONING CENTER Date i Issued For 07.17.17 07.12.17 06.02.17 04.27.17 - 01 06.17 12.09.16 Project No: 1614 Drawn By: OHE Rev 1 - Ceiling the and L5 -L4 fixtures CO #1 - Reduced Scope_ Option B - Reduced Scope For Construction / Permit Owner Review Owner Review Existing / Demolition Plan X 2.1 + N iin 10'-7 e' (X) ROOF DRAIN CLIMBING WALL/ GYM NO WORK 8'-8 2' EQUIPMENT STORAGE 111.11.1 1 20'-6" VESTIBULE r100 ENTRY 101 FINISHES FINISH KEY FLOOR FINISH CEILING FINISH WALL BASE WALL FINISH (BY ORIENTATION) NOTES NOTES: 1 RE: INTERIOR ELEVATIONS A8.1 2 NO PAINT @ WINDOWS, PROTECT DURING CONSTRUCTION 8 PAINT ALL EXPOSED STEEL COLUMNS PT -4 g m 0 io PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" 20'-0" DASHED LINE INDICATES EXTENT OF IMPACT RESISTANT DRYWALL LAYER LEGEND KEYNOTES (This Sheet Only) NEW DOOR �A EXISTING DOOR TO REMAIN EXO RISTIEMAINNG WALL OR PARTITION T 12'-0" EXISTING 2 -HOUR ASSEMBLY TO REMAIN S'A In NEW WALL OR PARTITION RUBBER ATHLETIC FLOORING WALK -OFF CARPET TILE 12'-0" 111 121 131 141 151 161 171 8 (X) STEEL BEAM ABOVE TO REMAIN (X) STEEL COLUMN TO REMAIN (X) WINDOWS TO REMAIN RE -LOCATED ELECTRICAL PANEL AND FIRE ALARM REMOVE DOOR(S), INFILL WALL NEW COLUMNS TO BE PAINTED, RE: STRUCTURAL 9" X 8' -0" MAPLE BENCH, ULINE H-301 1ST, CENTER ON CUBBIES, ANCHOR TO FLOOR REPLACE EXISTING WATER FOUNTAIN WITH ELKAY EZH2O. PLUMBER VERIFY WALL DEPTH. 12'-0" 12'-0" 12'-0" ROOM HALL 1 012 F-2 I TILE PT -2 PT -2 GWBX F-2 I RB -1 PT -1 PT -1 GWBX I F-1 I WB -1 N/A DAY STUDENT H LOCKERS NO WORK F L A F CLASSROOM NO WORK GALLERY NO WORK EXHIBIT SPACE Wir CL STUDENT LOUNGE NO WORK FACULTY LOUNGE NO WORK DINING HALL NO WORK A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com MATERIAL LEGEND F EXISTING FLAGSTONE, CLEANED AND SEALED SAME AS GALLERY EXISTING QUARRY TILE TO REMAIN, PATCH DAMAGED AREAS I1) ENTRY WALK -OFF CARPET SUPPLIED BY OWNER, INSTALLED BY G.C. `\R / 14.5 MM RE -CYCLED RUBBER ATHLETIC FLOORING, SUPPLIED BY / 1 \ OWNER ,INSTALLED BY G.C. < WB) WOOD BASE, 1 X 6 POPLAR, PAINTED CHARCOAL TO MATCH EXIST 1 /RB) 4" RUBBER COVE BASE, ROPPE \ 1 (PT\ PAINT, BENJAMIN MOORE, XX, EGGSHELL WHITE (TBD EXACT HUE) 1 / (PT) 2 (PT) 3 /PT\ 4 PAINT, BENJAMIN MOORE, XX, SATIN, WHITE (TBD EXACT HUE PAINT, BENJAMIN MOORE, XX, SATIN, ACCENT COLOR, GREEN TBD PAINT, BENJAMING MOORE, XX, SEMI -GLOSS, ACCENT, YELLOW TBD �)st EXISTING GWB PROJECT NORTH IniMnigniMMI6 Colorado Rocky Mountain School 970.963.2562 // crms.org STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For { 1 07.17.17 1 Rev 1 - Ceiling the and L5 -L4 fixtures 07 12.17 j CO #1 - Reduced Scope 06.02.17 Option B - Reduced Scope 04.27.17 I For Construction / Permit 01.06.17 i Owner Review 12.09.16 I Owner Review Project No: 1614 Drawn By OHE First Floor Plan A 2.1 NO WORK No WoaK I� g' -0(x) G" AWFFe 104'-11" NO WORK 1 (y)(x) r L1 L1 L1 M GWB CEILING TO REMAIN (x) I] L1 U F Sir \vs fl aNttfri i L i�4 44 (X) GB 8" AWFF L2\ � ,4414# 5; F tfittithks 40# LAY -OUT POINT FOR SUSPENDED CEILING GRID REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" EXISTING LIGHT CANS TO REMAIN EXPOSED DUCTS, RE: MECHANICAL REVEAL TO ACCOMODATE (X) ROOF DRAIN GWB ATTACHED TO ROOF RAFTERS ABOVE PIPE, PAINT GWB AND PIPE BLACK CHANGE (3) L5 TO L4 FIXTURES - EXISTING 2 -HOUR ASSEMBLY TO REMAIN i 0 EXISTING EXPOSED GLU-LAM AND T&G DECKING TO REMAIN NO WORK F 5 J LEGEND (This Sheet Only) F INDICATES CENTERLINE OF EXISTING BEAM EXPOSED 2X6 T&G ROOF DECKING. NO WORK EXISTING 5/8" GWBX ON FLAT CEILING @ HT. NOTED, PATCH AS NEEDED, PAINT O 2' X 4' LAY -IN ACOUSTIC PANEL, ARMSTRONG CIRRUS SECOND LOOK III, 9/16" THK., SUPRAFINE SUSPENSION SYSTEM. FIN. HT. AS NOTED EXISTING FIRE HORN AND STROBE TO REMAIN sQ EXISTING SMOKE DETECTOR TO REMAIN CEILINGS MAY BE SUSPENDED FROM TJI'S AND COLD -FORMED STEEL FRAMING. LAY -IN ACOUSTIC CEILING PANELS SECTION - LAY -IN ACOUSTIC PANEL CEILING ;I NO WORK KEYNOTES (This Sheet Only) AL1) STRUCTURAL STEEL BEAM ABOVE 2 BOTTOM OF NEW GLU-LAM BEAMS EXPOSED r3 EXISTING UNIT HEATER TO REMAIN 4 EXISTING SKYLIGHT TO REMAIN i!AI EXISTING FAN COIL UNIT TO REMAIN PROJECT NORTH 4 16 7/17/17 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 11 crms.org STUDENT STRENGTH AND CONDITIONING CENTER 07.17.17 Rev 1 - Ceiling tile and L5 -L4 fixtures 07.12.17 CO #1 - Reduced Scope 06.02.17 Option B - Reduced Scope 04.27 17 For Construction / Permit 01.06.17 Owner Review 12.09.16 Owner Review I Project No: 1614 Drawn By: OHE Reflected Ceiling Plan A 3.1 Nis 1 E -W Section Looking North SCALE: 1/4" = 1'- 0" (-6 T/PLY ✓ 109- 0 1/2" "R B/ 11 7/8" TJI'S 107'- 11 7/8" B/ 16" TJI'S - V 1071- 7 3/4" - 12 7 (X) GWB SUSPENED DRYWALL CEILING BEYOND NEW GWB (X) 11 7/8" TJI'S K72 A4.1 I(X) 16" TJI'S I EXPOSED DUCWORK A 22 j2 j 1 A l �. NN\ N\C\\\N\ '7'\\N\C9N\\\\\\\\N\\ (X) STEEL COL BEYOND BENCH -- MUSIC SHELF 25 MM BENT STEEL 2 X 8 DF SHELF, KERFED TO GO OVER PLATE co (X) SUSPENDED GWB ter- -- CEILING T/CONC 95'-11" , , 2 % ' j C Ci\ / -66 NS -66 7 r ii 9 m EASED EDGE 1'-4' 0 0 1'-10" MUSIC SHELF DETAILS B/ (X) STL. BEAM (X) STL COL. 3 \\ N -S Section Looking East SCALE: 1/4" = 1'- 0" RUBBER WALL BASE, TYP. - — INFILL DOORWAY T/CONC h 95'-11" Y T/CONC 95'-11' ‘T i !al 1117 1 1111 11 (X) GWB @ WINDOWS (X) 16" TJI 5/8" GWB WITH J -BEAD PAIRED GLU-LAM BEAM PER STRUCT. KNIFE PLATE PER STRUCT STEEL PIPE COLUMN, PAINTED RUBBER FLOORING FINISH BASE PLATE AND FOOTING PER STRUCTURAL EXISTING SLAB NEW SLAB AND FOOTINGS PER STRUCTURAL Section Detail @ Beams SCALE: 3/4" = 1'- 0" -- EXISTING ROOF ASSEMBLY, NO CHANGE NEW COLUMNS PER STRUCTURAL -- NEW BEAM PER STRUCTURAL N -S Section Looking West \ y SCALE: 1/4" = 11- 0" EXISTING DROPPED GWB CEILING 9 m EASED EDGE 1'-4' 0 0 1'-10" MUSIC SHELF DETAILS B/ (X) STL. BEAM (X) STL COL. 3 \\ N -S Section Looking East SCALE: 1/4" = 1'- 0" RUBBER WALL BASE, TYP. - — INFILL DOORWAY T/CONC h 95'-11" Y T/CONC 95'-11' ‘T i !al 1117 1 1111 11 (X) GWB @ WINDOWS (X) 16" TJI 5/8" GWB WITH J -BEAD PAIRED GLU-LAM BEAM PER STRUCT. KNIFE PLATE PER STRUCT STEEL PIPE COLUMN, PAINTED RUBBER FLOORING FINISH BASE PLATE AND FOOTING PER STRUCTURAL EXISTING SLAB NEW SLAB AND FOOTINGS PER STRUCTURAL Section Detail @ Beams SCALE: 3/4" = 1'- 0" -- EXISTING ROOF ASSEMBLY, NO CHANGE NEW COLUMNS PER STRUCTURAL -- NEW BEAM PER STRUCTURAL N -S Section Looking West \ y SCALE: 1/4" = 11- 0" EXISTING DROPPED GWB CEILING 5T E -W Section Looking South SCALE: 1/4" = 1'- 0" T/CONC h 95'-11' 2 4 8 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 1/ crms.org STUDENT STRENGTH AND CONDITIONING CENTER Issued For 07.17.17 07.12.17 06.02.17 04.27.17 Project No: 1614 Drawn By: OHE Rev 1 - Ceiling Reveal CO#1 - Reduced Scope Option 8 Reduced Scope For Construction / Permit Building Sections A4.1 ,.,�:•�.,�-iii-.gin-�.����%��.. r-,;-��-. �-, „- . �, .r n-:�,1,�, r //%\ ,./J6 �.\\I` C r ,�, 2j/Vr/`I S L C �/\/\/ 9SI c2c) % \,0S/ ? C,'/CA \%1) 11 \ Q LJ J.� �i.1L1SJs� r \ l l �(� s )I\, r SS?S?2S \ \ LJ '� \ ALA_ A ia. , �L L A A JSAI LJL , .l .� 1 it ,_J:�� .. ., /2 _U _ -- _' __ -_ i GWB GWB 1_l _ _ I 5T E -W Section Looking South SCALE: 1/4" = 1'- 0" T/CONC h 95'-11' 2 4 8 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 1/ crms.org STUDENT STRENGTH AND CONDITIONING CENTER Issued For 07.17.17 07.12.17 06.02.17 04.27.17 Project No: 1614 Drawn By: OHE Rev 1 - Ceiling Reveal CO#1 - Reduced Scope Option 8 Reduced Scope For Construction / Permit Building Sections A4.1 Mark From DOOR / OPENING To Type Hand Mat'l. Core No. NOMINAL DOOR SIZE Width Height Thk. DOOR GLASS FRAME Type MaPI. DETAILS Head Jamb Sill FIRE HOW. RATING SET CNTRY001 1/4 CLR TANSITION 1a o -u 0 -a I J74 TEMP STRIP 1 REMARKS FIR SQUARE STICKING, SURFACE MTD. HEAD AND FOOT BOLTS ON INACTIVE LEAF 005 006 007 MAIL 005 MM." -u n RECEIVING 005 RECEIVING 009 BOOKSTORE STORAGL•-006 6 KI i CHEN S IORABE 00/ EXI0f i I i. I' (x/ 0 -a J R J -u 0-a J/9 I STAIR DAYSTUDENTLOCKER3 011 012 013 014 015 1 HALL 016 HALL 016 HALL 016 BOOKSTORE 00 WC 013 WC 014 WC 015 101 EQUIPMENT STORAGE 102 EQUIPMENT STORAGE 102C SSC Door Schedule A 3'-0" U.N.O. !F i ENTRY 101 ENTRY 101 MECH EQUIPMENT IN CLG. VERIFY FRAMING F F F RU RU ACCESS FIXED WITH CANE AND HEAD BOLT — Door Types 1/4"= 1'-0" HEADER RE: STRUCT. DIM. S REQ'D. FOP ALL THICKNESS -\ Head @ HM Frame 3"= 1'-0" ROLL UP DOOR / ---- PAINTED CASING, / 3/4"x 2 1/2" — 1/2" BV PLYWOOD, PAINTED WHITE, SAME AS TRIM Jamb @ Wood "Transom" GWB --_. --\ LH LH RH RH N/A N/A lkO orTIOPP STL STL STL Mr( Mt MFG MFG MFG J -u -u 0 -0 1 3/4" 1 3/4" 1 3/4" 0 0 0 1 IM 0 I • v t'ru HM 1 1 HM HM 5 5 5 0 RE -LOCATE EXISTING KITCHEN DOOR INCLUDING GRILL ABOVE OI Iu 6 NONL NONE 0 0 6 NONE 0 6 N/A STL STL STL DIM. S REQ'D. FO ALL THICKNE' S 15/16" 6� Jamb @ HM Frame 3" = 1-0" DIM. AS REQ'D. FO WALL THICKNE S 9 /V1/- N/A hN/A N/A N/A J J u 0 -a I J74 nM 6 - NONE 0 3 4 4 4 PAINT GRADE WOOD DOOR IF STEEL NOT POSSIBLE IN WOOUI-HAMS NONE 2-6" 6'-8" 4/4 JAMB BY DOOR MFG Frame Types 1/4"= 1'-0" '9J OUTSIDE 1 3/4" 1 3/4" 0 16 GA 0 0 0 0 SELF GWB GWB STL 11 11 N/A 11 SIM 11 SIM N/A NONE NONE N/A 0 0 0 5 5 LOCK BASIS OF DESIGN: ROLL UP DOORS DIRECT, MODEL 650, NO MOTOR, NO INSUL., WOOD FRAME, NO DRAFT OR SIDE SEAL, EXTERIOR CYLINDER LOCK. COLOR: SAFETY YELLOW ELMDOR DW SERIES OR EQ„ WHITE. SIZE PER MECH NOT USED O 2 4 i 4 4 (17 Head @ Wood Frame 3" = 0" PAINTED CASING, 3/4" x 2 1/2" PRE -HUNG DOOR ON 4/4 JAMB Jamb @ Wood Frame 3" = 1,-0" GWB SOFFIT 2 X 4 FURRING OVER (X) GWB COMBI CORE CUBBIES RUBBER BASE 5/8" GWB WD MDO STL PB RU MFG GLI -FT HM 3/4"X 2 1/2" PAINTED CASING 4/4 MANUFACTURED FRAME, PAINT FINISH 1/4" X 1 3/4" PAINTED STOPS, TYP. 1/2" BV PLYWOOD, PAINTED WHITE, SAME AS TRIM LEGEND WOOD HARDBOARD FACTORY PAINTED DOOR STEEL PARTICLE BD. (U.F.- FREE) CORE ROLL -UP DOOR MANUFACTURER'S STANDARD 1/4" GLASS - FULLY TEMPERED HOLLOW METAL STEEL FRAME - FULLY WELDED 4/4 HORIZONTAL MEMBER OF JAMB, PAINTED WHITE PRE -HUNG DOOR AND JAMB 7'-0" OVERALL 61-6" OPENING 110) Section Detail @ Cubbies scale: 1 1/2"= 1'-0" GENERAL NOTES RE: DOORS & FRAMES 1. FIELD VERIFY ALL DOOR AND WINDOW OPENING DIMENSIONS PRIOR TO FABRICATION. 2. ALL TRANSITION STRIPS SHALL BE CENTERED ON THE DOOR, U.N.O. 3. ALL DOOR HARDWARE SHALL COMPLY WITH ADA REQUIREMENTS. 4. CONTRACTOR TO COORDINATE ALL HARDWARE KEYING WITH OWNER RIOR TO PLACING ANY ORDERS. 5. DOOR OPENINGS ARE LOCATED 4" AWAY FROM ADJACENT WALLS, U.N.O. HORIZONTAL HEADROOM MIN 11-7i" EXISTING GWB l CEILING J -BEAD — ROLL UP STEEL --- DOOR ALUMINUM EDGE GUARD RUBBER — FLOORING, SAME AS FITNESS AREA ROPPE #1 COMMERCIAL RUBBER STAIR NOSING ROPPE RUBBER CARPET BASE (X) FINISHED WALL - --\\ CL MFGR. BRACKET ti 0 W a 0 Section Detail @ Roll Up Door scale: 1 1/2"= 1'-0" 7-0" OVERALL • FINISH PER PLANS • 5/8" GWBX [MRGWB @ BATHROOMS] • FIBERGLASS BATT INS. • 2X4 OR 2X6 WOOD STUDS @ 1'-4" O.C. [AS INDICATED ON PLAN] • 5/8" GWBX [MRGWB @ BATHROOMS] • FINISH PER PLANS NEW INTERIOR PARTITION, TYP. EXISTING WOOD FRAMED WALL • 4" HOLLOW GLAZED BLOCK TO REMAIN IF BLOCK IS MISSING AT PERPENDICULAR WALLS TO BE REMOVED, PATCH WITH SALVAGE OR NEW TILE, TBD INTERIOR PARTITION @ BATHROOMS • EXISTING WOOD FRAMED WALL OR PARTITION • EXISTING GWB TO REMAIN • NEW 1/2" ABUSE RESISTANT GWB, TAPED AND SANDED • FINISH PER PLANS SECTION - PARTITION @ SSC • 1 X VERTICAL REDWOOD PANELLING TO M • ' EXIST • 1/2" PLYWOOD • FIBERGLASS BATT INS. • 2X6 WOOD STUDS @ 1'-4" O.0 /2" GWBX NOTE: GWB AT CONDITION ONLY NOT USED SECTION - PARTITION @ WOOD PANELLING GA FILE NO. WP 4230 GENERIC GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION Bass layer she type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 24" o.c. with 21/C Type S or W drywall screws 24" o.c. Face layer 3/P type X gypsum wallboard applied at right angles to each side with 21/C Type S drywall screws 8' o.c. 51/f mineral fiber insulation, nominal 3 pcf, friction fit in stud space. Joints staggered 24' each layer and side. Tested at 5.506 Ins per stud or 100 percent of design load. (LOAD-BEARING) 2 HOUR FIRE Thickness: 8' Approx. Weight: 13 I4f ITSJT4-061„„71.34 12 -(Ml • (2) LAYERS 5/8” GWB TYPE X • 2 X 6 WOOD STUDS @ 24" O.C. • (2) LAYERS 5/8" GWB TYPE X RE: GA FILE NO. WP 4230 ABOVE SECTION - 2 - HOUR RATED AREA SEPARATION WALL Construction Assemblies / scale: 1"= 1'-0" A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 l/ crms.org STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 07.12.17 06.02.17 04.27.17 Project No: 1614 Drawn By: OHE CO#1 - Reduced Scope Option B Reduced Scope For Construction / Permit Construction Assemblies, Door Schedule and Details A5.1 Copyright © 1017 KUM, Inc. (E) 1 -JOIST FRAMING TO BEAR ON (N) GLULAM BEAMS, PROVIDE BLOCKING MIEN JOISTS `15 3 1/1" AT SIM1 (N) LVL BEAM IS NOT PRESENT AND T/COL = T/GLULAM BEAM AT SIM2 STEEL COL IS EXISTING AND GLULAM CONNECTION MUST BE FIELD WELDED, ADJACENT EXISTING FRAMING VARIES (N) LVL BEAM, RE: PLAN NOTE: CONNECTION DIMENSIONS SHOWN TYP OF BOTH CONNECTIONS R KNIFE 1/4"x5 x0'-6 1/2" MIN W/ (2) 3/4"# A307 BOLTS R BEARING 1/4'x5'x9'-5' MIN, ADJUST FOR CONNECTION ANGLE TO STEEL COL (N) GLULAM BEAM, RE: PLAN Q KNIFE 1/4 x5 x0'-6 1/2" W/ (2) 3/4"¢ A307 BOLTS, COUNTERSINK AND PLUG ? BASE 4x5 "x0'-5' (N) STEEL COL, RE: PLAN FRAMING DETAIL SCALE 1" = 1'-0" Plan 300 (E) STEEL COL, RE: PLAN FOUNDATION DETAIL (E) BASE C TO REMAIN, REPLACE ANCHOR BOLTS W/ 3/4# CAST -IN OR EPDXY BOLTS, EMBED 6' MIN RE: 3/S1.0 FOR SOG BLOCKOUT CONC FTG, RE: PLAN, RE: 3/S1.0 FOR REINF AND ADDITIONAL INFO SCALE 1" = 1'-0" I `CUT (E) I -JOIST FRAMING TO ACCOMODATE (N,1YL FASTEN TO (N) LVL BEAM W/ 63 o _SIMPSON ITS2.0fit R I\. = i 5, NAILING: FACE (2)10d TF (4)104 C. N JOIST (1) STRONG -GRIP ti I I X I art6 M ♦ `" 1—JOISTS TO BEAR ON OgNA- (N) GLULAM BEAM ♦ �J` a • 0 • 2 Q SIMi ROOF LEVEL FRAMING PLAN SCALE 1/4" = 1'-0" Plan 201 JTRY _01 Plan 300 ite 3' TYP (E) STEEL COL, RE: PLAN R BASE 3/4"x6'x10" W/ (2) 3/4"# EPDXY BOLTS, (3) EMBED 6" MIN 1" NON -SHRINK GROUT FOUNDATION DETAIL SOG BLOCKOUT AT STEEL COL, PROVIDE BOND BREAK MATERIAL AT BLOCKOUT MODIFIED (E) CONC FDN WALL, RE: PLAN Plan 300 (N) 2' -6"x2' -6'x10' CONC FTG, MATCH (E) FTG ELEVATION, TYP OF (4) k�\ k STRENGTH C NDITION CUT (E) 6' CONC FDN WALL DOWN TO ELEVATION OF BOTTOM OF SOG AND BEAR (N) STEEL COL'S ON (E) FON WALL 'et) k ,k k k 102 CI� FLOOR LEVEL FRAMIGN / FOUNDATION PLAN 2 SCALE 1/4" = 1'-0" Plan 200 ROOF DEAD LOAD = 20psf ROOF LIVE LOAD = 20psf ROOF SNOW LOAD = 40psf THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR THE CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIFICATION. A4 A4 ARCHITECTS LLC 100 NORTH THIRD STREET, STE201 CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com KL&A, Inc. svaaa,m rzaelnaa,a and 134144 s c.mew. rm.m 8162, P Iaml�r sn. Er Rf rws oaaxr k rc+arnrzs mer irons xarawxc re lrwr au INF euprs�srcc8rnu.r wscwuco. ao, ua� sau CRMS GYM 1493 COUNTY ROAD 106 CARBONDALE, CO 81623 Date Issued For 417117 PERMIT 7112117 REVISIONS Project No.: Drawn By: PLANS AND DETAILS S 1. 0 / / / / / / / / / / / / / / / / / / / / / FLAG NOTES' EXISTING SUSPENDED CABINET HEATER TO BE REMOVED AND REPLACED NEW BEACON MORRIS #C-1170-03 UNIT. MOUNT UNIT AS HI - AS POS aLE IN GLU-LAM JOIST BAY. RECONNECT PIPING AND PROV RETUR • R THERMOSTAT. 2. EXISTING SUS0 DED CABINET HEATER TO BE RELOCA " � AS SHOWN. RECONNECT TO TING HEATING PIPING. PROVIDE PROGRAMMABLE THERMOSTAT AS SH 3. EXISTING BASEBOARD RADIA N TO REM- PROVIDE NEW SELF CONTAINED CONTROL VALVE UNDER CABIN ' FO• "ONTROL OF UNIT. 4. REMOVE EXISTING PLUMBING F R •S SHOWN ON THE ARCHITECTURAL DEMOLITION PLAN. PROVID 'EW FIXTUR N NEW LOCATION AS SHOWN AND CONNECT TO EXIS WASTE, VENT ADOMESTIC WATER PIPING SYSTEMS. VERIFY ATIONS OF SERVICES. •TER CLOSET TO BE AMERICAN STAND, MADERA FLOWISE #3461.57• • DA FLOOR MOUNTED UNIT WITH S CTRONIC FLUSH VALVE AND SEAT. LA CRY TO BE AMERICA. TANDARD LUCERNE #0355.027 ADA WALL HU UNIT WITH CON •LED ARM SUPPORTS AND SELECTRONIC #PWRX 7053. 5 SENSOR FET WITH INTEGRAL MIXING VALVE. URINAL TO BE AMERICA TANDARD WASHBROOK #6590.525 ADA UNIT WITH 0.125 SELECTRONIC FLUSH •LVE AND WALL HANGARS. FLOOR DRAIN TO BE ZURN #2415S WITH TRAP SEAL. _..5. �IEW__ECHALST-EARL-WITIL_ ^m aICT LII-TH&L BADE -TO -ROOF CAP—KLI FAN1 TO BE GREENHECK CSP -A290 WITH BACKDRAFT DAMPER, SOLID STATE SPEED CONTROLLER, AND VIBRATION ISOLATORS. 115 VOLT, SINGLE PHASE, 42 WATTS, 900 RPM, 1.5 SONES. FAN TO BE INTERLOCKED TO LIGHT OPERATION. O NOT IN SCOPE E MECHANICAL - FIRST FLOOR SOUTH PLAN 1%1ISUSPENpED FAN CQ1L; E RELOCATED: IT SCALE: 1 /4"=1'-0' NORTH 0° A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail®a4arc.com Bighorn - Consulting Engineers, Inc. Alcch;n gal S Elecui�al Eu,.uteer :n9 s westo, Ur . Suite I Cirand Junction. CO X1505 phone 90-241-x709. fa\ 970-241-9514 Consultant Stomp 3AR FORK REV ODEL for STUDENT STYE\GTH A\D CO\DITIO\I\G CE\TEP Date Issued For XXXX XXX 05.19.17 For Construction / Permit 04.17.17 For Construction / Permit 01.06.17 Owner Review 12.09.16 Owner Review Project No: 1614 Drawn By BCE First Floor South Area Mechanical Plan V 1 1 L / / / / 20x12(E) T FLAG NOTES: / / 1. EXISTING FAN COIL UNIT TO BE RELOCATED TO POSITION AS SHOWN. / COORDINATE WITH EXISTING SYSTEMS IN CEILING. RECONNECT HEATING / PIPING AND CONTROL VALVE. RECONNECT TO THE EXISTING SUPPLY DUCT SYSTEM AS SHOWN. PROVIDE NEW PROGRAMMABLE THERMOSTAT AS SHOWN. RECONNECT EXISTING OUTSIDE AIR DUCT TO NEW RETURN DUCT AND PROVIDE VOLUME DAMPER. / / 2. EXISTING CABINET HEATER TO REMAIN. 3. EXISTING BASEBOARD RADIATION TO BE REMOVED AND PIPING CAPPED AT THE HEATING MAINS. 4. NEW SUPPLY BRANCH — TYPICAL. PROVIDE NEW PLAQUE STYLE CEILING DIFFUSER. 14x12(E) MECHANICAL - FIRST FLOOR NORTH PLAN lit SCALE: 1/4"=1'-0' NORTH CARBONDALE LLC STREET 81623 6760 A4 A4 ARCHITECTS 242 NORTH SEVENTH COLORADO 970 963 FAX 970.963.6761 mail@a4arc.com Consultant 131g110r11 Consulting - - - Engineers, Inc. NI.dcmi,.il & ckcitical Enumcc1 5nn s AA cx)eam D. _ Suite 1 Gaud Juncliuu_ CO S 13n; phony 11711-241-y7Trv, fia, '!0u -24i 05 IT Stamp BAR S CO\D -OKC for SLD_\T R=\GTH 110\I\C Ci\ REV 0D= E A\D TER Date Issued For XXXX XXX 05.19.17 For Construction / Permit 04.17.17 For Construction / Permit 01.06.17 Owner Review 12.09.16 Owner Review Project No: 1614 Drawn By: BCE First Area Floor \orth Ylechanical Plan v y 2 MECHANICAL PROVISIONS 1. SCOPE OF WORK A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED. B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE. C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL, EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS. D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT. 2. PERMITS A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND PAY ANY AND ALL FEES. 3. SHOP DRAWINGS A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ACHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY LABELED. 4. FLEXIBLE DUCT WORK A. FLEXIBLE TYPE DUCT SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND COATED FABRIC WITH A MINERAL BASE. FLEXIBLE DUCT CONNECTORS SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50. B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN 6 LINEAR FEET PER RUN. C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE FLEXIBLE DUCT. 5. DUCTWORK A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "SMACNA" APPLICABLE MANUALS. B. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED OTHERWISE. C. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS OTHERWISE SHOWN ON DRAWINGS. D. ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS, SMOOTH TURN RADIUS DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW EXCEEDS 150 CFM. E. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA" STANDARDS AND ACCEPTED GOOD PRACTICE. F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES. DIMENSIONS MAY BE CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED. G. ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/2" FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL FACING. H. ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER UNLESS OTHERWISE NOTED ON THE DRAWINGS. 6. DRAINAGE PIPING A. (CONDENSATE) SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS. PITCH HORIZONTAL LINES 1" IN 10'-0". CONDENSATE DRAINS SHALL BE ROUTED TO FLOOR DRAIN, ROOF DRAIN OR INDIRECT WASTE DRAIN. 7. HVAC CONTROLS A. CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND THERMOSTATS AS REQUIRED. 8. ELECTRICAL A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF WIRING FOR EACH HVAC UNIT. 9. PIPE SUPPORTS A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE SUPPORTED EVERY 4 FEET. 10. GAS PIPING A. PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 9" W.G. SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS. 11. MISCELLANEOUS A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION OF OUTSIDE AIR INTO CONDITIONED SPACE. COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION. B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. C. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE. D. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE DETAILS OF THE EQUIPMENT. E. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE SPACE. 12. TESTING AND BALANCING A. THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER. A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. 13. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. B. FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM. USE THIS DESIGN WHERE ROUND 90 ° ELS ARE SHOWN ON PLANS ROUND 900 ELBOW TURN VANES -SEE DETAIL THIS SHEET USE THIS DESIGN WHERE SQUARE 90 ELS ARE SHOWN ON PLANS OR IF SPACE CONDITIONS DO NOT PERMIT INSTALLATION OF ROUND 90° ELLS SQUARE 90 ELBOW CONSTRUCTION OF 96 ELBOWS SLOPE NOT TO EXCEED 1" IN 4" TYPICAL RECTANGULAR TRANSITION. DETAIL OF TURN VANES FUSIBLE LINK HINGE POINT ANGLE STOP RECTANGULAR DUCT TURN VANES -SEE DETAIL THIS SHEET USE THIS DESIGN WHERE ROUND 45 ° ELBOWS ARE SHOWN ON PLANS ROUND 450 ELBOW USE THIS DESIGN WHERE ROUND 45 ° ELBOWS ARE SHOWN ON PLANS SQUARE 450 ELBOW CONSTRUCTION OF 4f ELBOWS SLOPE NOT TO EXCEED 1" IN 4" ROUND DUCT TYPICAL RECTANGULAR TO ROUND TRANSITION ACCESS PANEL DETERMINE SIZE & LOCATED IN THE FIELD FUSIBLE LINK SPRING CATCH WEIGH T MAIN SPLITTER DAMPER BRANCH 4MPER ADJUSTMENT ROD & LOCK SCREW TYPICAL SPUTTER DAMPER CONNECTION SPRING LINKAGE CATCH AIR ■ FLOW HORIZONTAL VERTICAL TYPICAL FIRE DAMPER DETA LS D T ANGLE STOP TURN VANES DOUBLE ACTING BLADES HINGE POINT ROUND BRANCH TAKEOFF MAIN TURN VANES -SEE DETAIL THIS SHEET BRANCH SQUARE BRANCH TAKEOFF CONSTRUCTION OF BRANCH TAKEOFFS FROM MAIN OPERATING SHAFT FOR QUADRANT OR MOTOR. TYPICAL VOLUME DAMPER LOW VELOCITY DCT LAYO, NO SCALE JNSTALLA110N NOTES 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. 2. DUCTS SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE ON THESE DRAWINGS. 3. THE DIMENSION SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT. 4. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. 5. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. 6. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 7, DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. 8. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND/OR AFTER EQUIPMENT INSTALLED IN THE DUCT. 10. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10 PERCENT WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING SHOULD BE USED. 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND AIR HANDLING UNITS. 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. <CUH> COIL AIR VENT - DRAIN VALVE(3/4") in x T TWO-WAY CONTROL VALVE O LOCATION FOR INSTALLING TEST PLUGS FOR TEMP. AND/OR PRESSURE PROBE. PIPI\C APPA W/STPAI SH T NOTE 1 NOTE 2 NOTES 1. HOT WATER SUPPLY BALL VALVE UP TO 2 1/2" BUTTERFLY VALVE 3" AND UP 2. HOT WATER RETURN CIRCUIT SETTER BALANCING VALVE W/POSITIVE SHUT-OFF UP TO 2 1/2" PLUG VALVE 3" TO 6" \SEME\T - CA3I\ET U\IT HEATE P THP. CO\TPDL VALVE NOT TO SCALE FLEX DUCT MAX. 6'-0" FLEX DUCT SIZE SHALL MATCH NECK SIZE CEILING OPPOSED BLADE DAMPER COLLAR SUPPLY DUCT f " l HAND DAMPER DRAW BAND WITH SILICONE SEALER CEILING DIFFUSER TYPICAL DIFFUSE P CO\\ECTIO\ (SIDE OF DUCT CONNECTION) NOr-itE3 Ala • VENT - VALVE • 0 N.C. P.V 0 • HWS 5 3 -WAY CONTROL VALVE -N.O. • • DRAIN VALVE(3/4") AIR FLOW 1O LOCATION FOR INSTALLING TEST PLUGS FOR TEMPERATURE AND/OR PRESSURE PROBE. 0 HWR NOTE -4 S HWR I NOTES 1. INSTALL FLOW METER ACCORDING TO MANUF. REQUIREMENTS 2. INSTALL PIPING COUNTER FLOW TO AIR FLOW. 3. HOT WATER SUPPLY BALL VALVE -UP TO 2 1/2" BUTTERFLY VALVE - 3" AND UP. 4. HOT WATER RETURN CIRCUIT SETTER BALANCING VALVE WITH POSITIVE SHUT-OFF UP TO 2 1/2" 5. FLOW METER WITH PLUG VALVE - 3" TO 6" FLOW METER WITH BUTTERFLY VALVE - 8"AND UP. PIPI\C APPANGEv E\T - HOT WATER PEHEAT COIL - D.,CT v T (3 -WAY AUTOMATIC CONTROL VALVE - N.O. TO COIL) NOT TO SCALE LLC STREET 81623 A4 A4 ARCHITECTS 242 NORTH SEVENTH CARBONDALE COLORADO 970.963.6760 FAX 970.963.6761 maU@a4arc.com Consultant Bighorn Consulting Engineers, Inc. I\ lcchanical i, Elcctncal 111LIcil. >09 S VA eslgala Ili _ ',tilt,: 1 Gland Junction. CO 812,11:; phonc 071-241-X7Tw. ih\ 9M-241-'1514 Stomp BAR FORK S I .,DENT STRENGTH CO\D C-\T_R REVODEL for AND TIO\I\G Dote Issued For XXXX XXX 05.19,17 For Construction / Permit 04.17.17 For Construction / Permit 01.06.17 Owner Review 12.09.16 Owner Review Project No: 1614 Drawn By: BCE Mechanical Details 1 V / -I - MATERIAL INDICATIONS MASONRY: FIREBRICK FACE BRICK CERAMIC TILE CONCRETE: CONCRETE BLOCK CAST -IN-PLACE and PRECAST LIGHTWEIGHT EARTHWORK: DISTURBED UNDISTURBED STOROUS NE/G RAFILVELL PO METAL: ALUMINUM ,TzaSTEEL- SCALE STEEL - SMALL SCALE WOOD: FINISH ROUGH FRAMING/ BLKG.-CONTINUOUS BLOCKING - DISCONTINUOUS PIYWOOD- LARGE SCALE TEERED HAMPRDBOARD 46.0' 266 320 j // /. �IllllllJl4111{I�I111114 1=11=11=1191 i.11.=1.11.=1.11.=1:11:1 Ircf° °C // ljjj/ I O_ INSULATION: BATOT/BSE LAFILNLKET LO RIGID FINISH MATERIALS: ACOUSTIC TILE GLASS CAULK and SEALANTS: SEALANT w/BACKER ROD - _ WAWA I JOINT FILLER SETTING BEDS: PLAS SANDTER/MORTAR/ PLASTER/BACKING BOARDS: PLA w/ MSTTERL. LATH GYPSUM WALLBOARD GLASS EB BOARD STONE: STONE VENEER FLOOR COVERING: RESILIENTORING TILE FLO CARPET 1'////7 // 1 . 1 ..I!..1i.... 11. - GRAPHIC SYMBOLS NEW OR REQUIRED POINT ELEVATION EXISTING POINT ELEVATION (PLAN) EXISTING CONTOURS ELEVATION NOTED ON HIGH SIDE NEW CONTOURS ELEVATION NOTED ON HIGH SIDE • TB 1 TEST BORING 4 LEVEL LINE /81 REVISION C WINDOW TYPE PROJECT NORTH DASH & DOT LINE ---- DASH & DOUBLE DOT LINE DOTTED LINE r BUILDING OR WALL SECTION REFERENCEDRAWING NUMBER ELEVATION NUMBER REFERENCE DRAWING NUMBER DETAIL NUMBER REFERENCE DRAWING NUMBER 302 ROOM/SPACE NUMBER 101 DOOR DESIGNATION WALL, FLOOR OR ROOF CONSTRUCTION ASSEMBLY (01}- -\ KEYNOTE GRAPHIC SCALE (IN FEET) CENTER LINES, FLOOR LINES IN EXTERIOR ELEVATIONS, PROJECTED LINES PROPERTY LINES. BOUNDARY LINES BREAK LINE ti ARCHITECTURAL ELEMENT HIDDEN OR ABOVE DISCONTINUOUS DRAWING ABBREVIATIONS A.F.F. ADJ. AGG/C. A ALT. ALUM. MOD. ARCAPPROX H. A. AS.DPH. BSBMMT. BRG. B.PL. B.M. BVL. BLKG. BD. B.O. B.O.0 BLDG. CAB. CPT. C.B. C.L. ,HT C.T. CLR. COL. CLO. CONC. ABOVEEFINTNISHED FLOOR ADJAC AGGREGATE AIR CONDITIONING ALTERNATE ALUMINUM ANCHOR BOLT ANODIZED APPROXIMATE ARCHAITECURAL) AREDRTAIN ASPHALT BASEMENT BEAM BEARING BEARING PLATE, BASE PLATE BENCH MARK BEVELED BLOCKING BOARD BOTTOM OF BOTILDITOMNG OF CURB BU CABINET CARPETED) CATCH BASIN CENTER LINE CEILING CEILING HEIGHT CERAMIC TILE CLEAR(ANCE) CLOSET COLUMN CONCRETE (CAST -IN-PLACE) CONCRETE MASONRY UNIT CONST.JT. CONSTRUCTION JOINT CONT. CONTINUOUS OR CONTINUE C.JT. CONTROL JOINT CORR. CORRIDOR D. DD DETL. DIA. DIA. DIM. DR. DWR. DWG. E. ELEC. EL. EQ.LEV. E EQUIP. EXH. EXEXIST. P.JT EXT. FGL. FIN. F.A. F.E. F.E.C. FLR. F.D. FT.LUOR. F FTG. FDN. GA. GALV. GL. GLBLK. GR. G.W.B. HBD. HEW. HDWD. HDR. HTG. H.V.A.C. HT. H. H.P. H.C. HH.M. ORIZ H.B. Fit .0 N.(„) NCL. D. NSUL. NT NV. JJTAN. K.O. LBL.M LA. DEEP,DEPTHN DECK DRAI DETAGOIL DIANAL DIAMET DIMENSIOER N DOOR DRAWER DRAWING EAST ELEELECVATTRIOICNAL) ELEVATOR EQU EQUIPAL MENT EXHAUST EXISTING EXPANSION JOINT EXTERIOR FIBERGLASS FINISHED) FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE RETARDANT TREATED FLOORING) FLOOR DRAIN FLUORESCENT FOOT FOOTING FOUNDATION GAG E,GAUGE GALVANIZED GLASS, GLAZING GLASS BLOCK GRADE, GRADILLNG GYPSUM WABOARD HARDBOARDRE HARDWA HARDWOOD ROOD HE HEATING HEATI NGNENTI LATING/AC HEIGHT HIGH NEL H POINT HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIB HOT WATER HOUR MPACT INSOLATION CLASS NCH ;‘,1 loud' DIAMETER NSULATE(D),(ION) NTERIOR NVERT JANIINTORT JO KNOCK OUT LABEL LAMINATE(D) LAV. LAVATORY L.H. LEFT HAND L. LENGTH LIN. LINEN L.P. LOW POINT MHR. MF. MAS. M.O. MAIL. MAX. M MEEMB.CH. MET. MISC. MLU MTD. N.R.C. NOM. N. N.I.C. N.T.S. NO. OR q O.A. O.C. 811 OPG. OPPOSITE O.D. OUTSIDE DIAMETER O.R.D. OVERFLOW ROOF DRAIN PPTDNL. . PTN. MANHOLE MANUFACTURE(R) MMASASONRONRY Y OPENING MATERIAL(S) MAXIMUM MECHANICAL) MEMBRANE METAL MINIMUM, MINUTE MISCELLANEOUS MODERN DLIVING UNIT (DESK) MOUNTE NOISE REALDUCTION COEFF. NOMIN NORTH NOT IN CONTRACT NOT TO SCALE NUMBER OVERALL ON CENTER (S) IN PVMT. TAT. P.LAM. PL. PL.GL. PWD. PT. P.T. PVC. P.C.F. F, .L.F. P.S.F. P -SI. P.L.. RECP. REF. REFR. REG. MX.REINF. RET. R.A. REV. R.. R.HO.W. R. R.D. RM. R.O. SC. SHTH. SIM. S.C. S.T.C. S. SPEC. 21 S S.S. STD. STL. STOR. S.D. STRUCT TEL. TV. TEMP. THK. THRES. T&G T.O.C. T.O.S. T.O.STL. T.O.W. TY TYP. V B. V.R. VEG. .RT V. VVEST.C.T. W.C. WP. WT. W.W.F. W. WDW. W.W.M. W/O W/D W D. PAINTED) PANEL PARTITION PAVEMENT PERFORATE(D) PLASTER PLASTIC LAMINATE PLATE PLATEOOGLASSD PLYW POINT PR ESSURE TREATED POLYVINYL CHLORIDE POUNDS PER CUBIC FOOT POUNDS PER LINEAL FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PROPERTY LINE RECEPTACLE REFER (ENCE) REFRIGERATOR REGISTER REINFORCE(D), (ING) RESILIENT RETURN RETURN AIR REGVIHT HANDtCH)1 ), REVISED RI RIGHT OF WAY RISER ROOF DRAIN ROOM ROUGH OPENING SCHEDULE SHEET =ORE CORE SOUND TRANSMISSION CLASS SOUTCIH SPEFICATION SQUARE STAINLESS STEEL STANDARD TO STEEL SRAGE STORM DRAIN STRUCTURAL TELEPHONE TELEVISION TEMPERED THICK (NESS) THRESHOLD TOTONGUEA OFCUNDRB GROOVE P TOP OF SLAB TOP OF STEEL TOP OF WALL TREAD TYPICAL VAPOR BARRIER VAPOR RETARDER VERTICAL VERTICAL GRAIN VESTIBULE VINYL COMPOSITION TILE WATER CLOSET WATERPROOFING WEIGHT WELDED WIRE FABRIC WEST, WIDE, WIDTH WITH WINDOW WELHOUDEDT WIRE MESH WIT WASHEROD DRYER WO GENERAL NOTES 1. REFER TO ENLARGED PLANS FOR DIMENSIONS, DETAIL REFERENCES AND INTERIOR ELEVATION REFERENCES WITHIN THOSE AREAS. 2. DIMENSIONS ARE TO FACE OF STUD. FACE OF CONCRETE AND COLUMN CENTERLINE, AS INDICATED. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ALL DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DRAWINGS. 4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 4. THE DRAWINGS AND SPECIFICATIONS (I. E.; ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLIMENTARY. ITEMS SHOWN IN ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR BETWEEN DIFFERENT DICIPLINES, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK. SHEET INDEX A 0.0 COVER SHEET & PROJECT INFORMATION A1.1 SlITE PLAN / BUILDING CODE X 2.1 EXIST. AND DEMOLITION PLAN A 2.1 FIRST FLOOR PLAN A 3.1 REFLECTED CEILING PLAN A 4.1 BUILDING SECTIONS A 5.1 CONSTRUCTION ASSEMBLIES, DOOR SCHEDULE A 5.2 DETAILS A 8.1 INTERIOR ELEVATIONS S 1.0 STRUCTURAL PLAN AND DETAILS M 1-1 FIRST FLOOR SOUTH AREA MECHANICAL PLAN M 1-2 FIRST FLOOR NORTH AREA MECHANICAL PLAN M 1-3 MECHANICAL DETAILS E 1-1 FIRST FLOOR SOUTH AREA LIGHTING PLAN E 1-2 FIRST FLOOR NORTH AREA LIGHTING PLAN E 2-1 FIRST FLOOR SOUTH AREA ELECTRICAL PLAN E 2-2 FIRST FLOOR NORTH AREA ELECTRICAL PLAN PROJECT DIRECTORY OWNER Colorado Rocky Mountain School 1493 106 Road Carbondale, CO 81623 Joe White, Owner's Representative jwhite@crms.org ARCHITECT A4 Architects, LLC 242 North Seventh Street Carbondale, CO 81623 970.963.6760 Olivia Emery, R.A. oemery@a4arc.com STRUCTURAL ENGINEER KL&A, Inc. 215 North 12th Street, Unit B Carbondale, CO 81623 970.510.5701 Dan Doherty, P.E. ddoherty@klaa.com MECHANICAL ENGINEER Bighorn Consulting Engineers 569 South Westgate, Suite 1 Grand Junction, CO 81505 970.241.8709 Jesse Roseberry (mechanical) jesse@bighomeng.com Art Donoho (electrical) art@bighorneng.com GENERAL CONTRACTOR B&H General Contractors Genwood Springs, CO 81601 970.945.0102 970.945.0142 Hans Raaflaub hans@bhgencon.com CRMS CAMPUS 73= DELORES WAY • fl Vicinity Map SCALE: N.T.S. CONDITIONS TO PERMIT BLCO-05-17-4706 CRMS Remodel L_I O PROJECT SITE 1. All work to comply with 2015 IBC, IEBC, IMC, IPC, IFGC, 2009 IECC and 2009 IFC. 2. Fire alarm system is required in the structure. Verify system design with fire district. 3. Fire District to do all alarm inspections and approvals. Final inspection by fire district required for all IFC requirements prior to county final inspection. 4. Structural engineer to inspect and provide inspection letter for all new structural elements and to verify (visual inspection) existing structure design is adequate. 5. Verify accessibility of parking and access to building exist prior to final inspection. 6. Verify Smoke and Carbon Monoxide exist in R-3 occupancy prior to final inspection. 7. State Electrical Inspector to inspect all electrical. Final inspection by inspector required prior to county final. 8. Letter or sealed plans required to verify mechanical and electrical were designed by a Colorado engineer prior to construction. 9. See supplemental A 1.1S -A 1.3S attached related to IEBC requirements and plans for additional redlined items. APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPA I NT OATF64-_� BY . FIELD COPY NO INSPECTION! WITHOUT THEStli r'i..AN 14 srrE Page Of ISSUED APRIL 27, 2017 FOR PERMIT / CONSTRUCTION fa "‘"g CRMS EDUCATION INSIDE AND OUT PROJECT NORTH Consultant A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com RECEIVED APR 2 8 2017 B&H General Contractors Pi - Colorado Rocky Mountain School 970063.2562 // crms.org BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 04.27.17 For Construction ! Permit En Project No: 1614 Drawn By: OHE Cover / General °° C/] Information c_ G 4 c A 0.0 0 0 v GYM A3 7,708 Sq ft STUDENT ". STRENGTH AND p 1/ X / //2 2 -HOUR SEPARATION to FIRST FLOOR PLAN SCALE: 1/16" = 1'-0" TIAQ R-3 Iliililll -3 FIRST FLOOR AREA SUMMARY SF APARTMENT 1039 BAR FORK CAFETERIA AND KITCHEN 7162 CLASSROOMS AND STUDENT SUPPORT 4300 STORAGE 922 1994 GYM ADDITION 7708 TOTAL EXISTING ALLOWABLE AREA PER 2015 IBC 21,131 TABLE 506.2 FOR TYPE VB INCREASE 1.74* OCCUPANCY SF SF R-3 UL A2 (CAFETERIA) NS 6,000 10,440 E 9,500 16,530 S-2 (STORAGE) NS 13,500 A3 (GYM) NS 6,000 10,4404 * SECTION 506.3.3 FRONTAGE INCREASE If = [F/P]-.25] W/30 If = [100/100-.25] 29.7/30 If=.75(.99)=.74 Therefore: 6000 x 1.74 = 10,440 9500 X 1.74 = 16,530 TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES A / A OR A / E = No Separation Requirement *Per 506.3.2 Equation 5-4: W = (L1 x W1 + L2 x W2) / F W = (51.75 x 28) + (326.5 x 30) / 378.25 = W = 1449' + 9795' / 378.25' = 29.7' PR•P• ED UDENT STRENGTH AND CONDITIONING CENTER BAR FORK OVERALL SITE PLAN NTS PROJECT NORTH 0 4 8 16 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mall@a4arc.com Colorado Rocky Mountain School )70.963. 562 crnb,orc BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 04.27.17 Project No: 1614 Drawn By: OHE For Construction / Permit Site Plan and Code Review A 1 .1 i • 0 PARKING FINISH KEY FLOOR FINISH CEILING FINISH NOTES: 10'-7 a' taco: — (X) ROOF DRAIN OFFICE Sg ADD ALTER192ft NATE CARPET 67'-7 CLIMBING WALL/ GYM NO WORK EQUIPRAGEMENT STO 20'-6'' a I 1,-f„ 7 I 16'-2" STRENGTH AND CONDITIONING _102 PT -2 E 1, 2 WALL BASE WALL FINISH (BY ORIENTATION) NOTES 1 RE: INTERIOR ELEVATIONS A8.1 2 NO PAINT @ WINDOWS, PROTECT DURING CONSTRUCTION 3 MATCH EXISTING WHITE PAINT, SINGLE COAT ONLY OVER EXISTING PAINT 4 RUBBER BASE @ NEW WALLS ONLY 5 ACCENT COLOR ON BOOKCASE WALL ONLY 6 RE: A8.1 FOR DISPLAY DETAIL 7 WOOD BASE IN LOCKER ROOM 3 1/2" HIGH, PAINTED, SAME AS LOCKER BASE 8 PAINT ALL EXPOSED STEEL COLUMNS PT -4 9 PAINT INSIDE OF 002 PARTIAL WALL PT 5 CPT -2 RB -1 PT -2 --- PT -2 / PT -2 N/A PT -2 1 f�21 R-1 RB -1 PT -2 PT -2 PT -3 ENTRY 101 FINISHES �s. FINISHES IN 010 C-1 RB -1 PT -2 PT -2 WD -X 13,4 FINISHES IN 006, 007, 008, 009, 017 F-1 WB -1 PT -5 PT -1 PT -1 PT -1 WD -X 17 FINISHES IN 011 CPT -1 RB -2 PT -4 PT -1 PT -1 PT -1 WD -X 2, 5, 6 BOOK STORE P5 PT -2 1,2,8 NASSOTEMBLYE: 2 -HOUR 10 <P3 I 20'-0" • 7 REMOVE EXISTING S.A.T. !CEILING, REPLACE AT !HEIGHT SHOWN HtJIJIHNI UHY WHLL LAYER LEGEND NEW DOOR AEXISTING DOOR TO REMAIN EXISTING WALL OR PARTITION TO REMAIN NEW WALL OR PARTITION xx INDICATES NO. OF SINGLE HT. LOCKERS CARPET TILE WALK - 12' -0" FF CARPET TILE 12'-0" KEYNOTES (This Sheet Only) �1 2 �l 4 5 REMOVE / RE -INSTALL LOCKERS REMOVE DOOR, INFILL, PATCH AND REPAIR TO MATCH ADJACENT GWB RE -INSTALL (X) MAIL DROP BOX AND (2) COLUMNS OF MAILBOXES EXISTING INTERNAL MAIL SLOT CASEWORK . RE -INSTALL (X) LOCKERS ON NEW 2 X 4 BASE. LOCKER COUNT BASED ON 16" WIDE X 18" DEEP LOCKERS, DOUBLE HEIGHT. 6 (X) STEEL COLUMN AND STEEL BEAM ABOVE TO REMAIN 7 (X) WINDOWS TO REMAIN 8 STORE CASEWORK N.I.C. 9 RE -LOCATED ELECTRICAL PANEL AND FIRE ALARM 10 REMOVE DOORS, INFILL WALL 12'-0" 12'-0" I KITCHEN STORAGE! 007 CLEANING I I SUPPLIES I I 008 I' 00 BOOK STORE STORAGE'. 006 1006 �T 0 WD -X 1 ENTRY NORTH PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" ti 5'-0" HALL -,0171 _ --DAY-- STUDENT '' _ I LOCKERS_I T 1010 009 FACE OF (X) FNDN LOADING DOCK / RECEIVING 009 NO WORK �SYanit-44 * 12'-0" 111 I [121 1131 14 1151 16 17 EXISTING SKYLIGHT TO REMAIN NEW COLUMNS TO BE PAINTED, RE: STRUCTURAL PARTIAL WALL, MATCH HEIGHT OF LOCKERS VIF EXTEND STAIR WALL TO CEILING, APPROX. 5' "FA-, Ran 401 RAQw DU. 3a. CORNER GUARD I"I`' 9CENTER" X 8' -0" MONAPLECUBBIES, ANCBENCH, ULINEHOR TO H-3F01LOOR 1ST, 3 feitrzzi� .1 I CARBONDALE COLORADO 81623 + 970.963.6760 REPLACE EXISTING WATER FOUNTAIN WITH 1, 07a, rpc FAX 970.963.6761 ELKAY EZH2O. PLUMBER VERIFY WALL DEPTHHH mail@a4arc.com A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET g03. 2, NOTE RE: DIMENSIONING LAYOUT PARTITIONS TO ALIGN WITH BEAMS ABOVE. DIMENSIONS SHOWN (OTHER THAN EXTERIOR GRID CDIMENARSIANCESONS) ARE TO BE HELD FOR ADA OR OTHER LE \A— 1 APARTMENT ILT (J DAY STUDENT LOCKERS 1- 011_i P RH BOOKSTORE 004 VESTIBU NO WOE PT5 INTjERNAL MAIL 4 —J 002 TI q _ N� CLASSROOM NO WORK �4 SING 003 GALLERY NO WORK WC 015 ' E n <P2> U 8 A8.1 F-1 WB -1 PT -5 PT -5 PT -1 PT -5 WD -X 1 9 .... FINISHES IN 002 F-1 TILE PT -2 PT -2 W D -X FINISHES IN 013, 014, 015 W D -X FINISHES IN 016 RE: ENLARGED PLANS AND INTERIOR ELEVATIONS ON A8.1 �L KITCHEN NO WORK ..12 414 vAs4- STUDENT LOUNGE NO WORK FACULTY LOUNGE NO WORK DINING HALL MATERIAL LEGEND 0 v ORM ky dish 41/440440/ �0 2F Fa. hA-R-P EXISTING FLAGSTONE, CLEANED AND SEALED SAME AS GALLERY EXISTING QUARRY TILE TO REMAIN, PATCH DAMAGED AREAS EXISTING CONCRETE, MINIMAL CLEAN UP KT) SHAW CARPET TILE SUPPLIED BY OWNER, INSTALLED BY G.C. 1 CP ENTRY WALK -OFF CARPET SUPPLIED BY OWNER, INSTALLED BY G.C. v �<R 14.5 MM RE -CYCLED RUBBER ATHLETIC FLOORING, SUPPLIED BY 1 OWNER ,INSTALLED BY G.C. (WB\/ WOOD BASE, 1 X 6 POPLAR, PAINTED CHARCOAL TO MATCH EXIST 1 (RB) 4" RUBBER COVE BASE, ROPPE 1 RB 4" RUBBER STRAIGHT BASE, ROPPE 2 EXISTING WOOD--GLU-LAM, 2 X OR 1 X REDWOOD PANELING, NO • WORK WD X_. W D' PT` NEW 1 X 4 REDWOOD SIDING TO MATCH EXISTING, CLEAR, MIXED GRADES PAINT, BENJAMIN MOORE, XX, EGGSHELL WHITE (TBD EXACT HUE) PAINT, BENJAMIN MOORE, XX, SATIN, WHITE (TBD EXACT HUE PT 3 PAINT, BENMAMIN MOORE, XX, SATIN, ACCENT COLOR, GREEN TBD PT \ 4 PAINT, BENJAMIN MOORE, XX, SEMI -GLOSS, ACCENT, YELLOW TBD /PT ) \ 5 / PAINT, BENJAMIN MOORE, XX, EGGSHELL, ACCENT, TAUPE TBD PROJECT NORTH 0 4 8 16 4/27/17 Colorado Rocky Mountain School 970.963.2562 // crms.org BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Issued Far 04.27.17 For Construction / Permit 01.06.17 Owner Review 12.09.16 Owner Review Project No: 1614 Drawn By: OHE First Floor Plan A 2.1 (X) GWB 9'0' AFF 104'-11' NO WORK NO WORK NO ORK L1 s. (x) 1L1 11 (X) GWB 9'-01/2" AFF'. 104'-11" —0 o. L1 L a L1 GWB CEILING TO REMAIN //L5` L (Xi GWB 8" AFF C//L4 L5 LAY -OUT POINT FOR SUSPENDED CEILING GRID REFLECTED CEILING PLAN 1 SCALE: 1/4" = 1'-0" REMOVE CANS, PATCH CEILING EXISTING EXPOSED GLU-LAM AND T&G DECKING TO REMAIN /L3 L5' L1 5 SAT 11'-V' AFF,' i 'L5 NATE:HOUR"' ASSEMBLY; L L L11 11 L L10 X IL10 EXPOSED DUCTS, RE: MECHANICAL REMOVE EXISTING S.A. T. CEILING. REPLACE AT HEIGHT SHOWN (x) LEGEND (This Sheet Only) F INDICATES CENTERLINE OF EXISTING BEAM EXPOSED 2X6 T&G ROOF DECKING IN AREA TO BE CLEANED UP AS MUCH AS POSSIBLE. REMOVE INCIDENTAL PAINT AND ALL CONDUIT, DUCTWORK AND PIPING NO LONGER IN USE. ROUTE NEW CONDUIT AS UNOBTRUSIVELY AS POSSIBLE. REVIEW IN FIELD WITH ARCHITECT. j EXISTING 5/8" GWBX ON FLAT CEILING @ HT. NOTED, PATCH AS NEEDED, PAINT 2' X 4' LAY -IN ACOUSTIC PANEL, ARMSTRONG CIRRUS SECOND LOOK III, 9/16" THK.. SUPRAFINE SUSPENSION SYSTEM. FIN. HT. AS NOTED EXISTING FIRE HORN AND STROBE TO REMAIN U EXISTING SMOKE DETECTOR TO REMAIN CEILINGS MAY BE SUSPENDED FROM TJI'S AND COLD -FORMED STEEL FRAMING. LAY -IN ACOUSTIC CEILING PANELS C3 SECTION - LAY -IN ACOUSTIC PANEL CEILING /J/ L11 t1 EO EO NO WORK L12 L12 L12 L12 L12[!r; L12.. NO WORK EXISTING TRACK LIGHTING TO REMAIN -- - REMOVE 2' X 4' FLUORESCENT FIXTURE EXISTING FAN COIL UNIT --REPLACE WITH SHALLOWER UNIT RE: MECH. KEYNOTES (This Sheet Only) 1 STRUCTURAL STEEL BEAM ABOVE 2 BOTTOM OF NEW GLU-LAM BEAMS EXPOSED 3 EXISTING UNIT HEATER TO REMAIN 4 EXISTING SKYLIGHT TO REMAIN EXISTING FAN COIL UNIT TO BE REMOVED, RE -LOCATE PER MECHANICAL PROJECT NORTH 0 8 I I I I 11 6 4/27/17 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School �1-0.9b3 262 ;;' crins.orq BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 04.27.17 01 .06.17 12.09.16 Project No: 1614 Drawn By: OHE For Construction / Permit Owner Review Owner Review Reflected Ceiling Plan A3.1 CONDITION @ REDWOOD SIMILAR, NO BEAD L' BEAD T/WALL ►. 8'23/4"AFF L'BEAD Detail @ Top of Wall scale: 3"= 1'-0" JAMB CONDITION L' BEAD EXISTING SILL. PROTECT DURING CONST. EXISTING APRON. PROTECT DURING CONST. L'BEAD NEW 1/2" LAYER OF ABUSE -RESISTANT GWB EXISTING GWB Window Sill @ SSC scale: 3""= 1'-0" 7 <A5.1 • 'L' BEAD ----- GALLERY SIDE 4" 1/2" CDX PLYWOOD FOR EXHIBIT NAILING PAINTED CAP EX 1 X 6 POPLAR OR EQ. ---- 1/4" SPACER, PAINT SAME AS BASEBD. T/ WALL 7-0" AFF - 'L' BEAD INTERNAL MAIL Section Detail @ Partial Exhibit Wall HALL / CROSSING SIDE // Section Detail scale: 3—= 1'-0" j scale: 3'= 1'-0" Not Used scale: 3""= 1'-0" <A5.2 GLU LAM BM PAINTED PLYWOOD SIGN PANEL T T 4 PAINTED PLYWOOD SIGN PANEL 10 ACTIVE LEAF Elevation @ Store Entry 4 uv� • • A5.2 \A5.2 - - GLU-LAM BEAM T/ WALL 8'23/4"AFF -- 3/4" X 2 1/2" PAINTED TRIM HALL SIDE BLOCKING @ DOOR HEAD FOR HEAD BOLT GWB IIS T T GWB Interior El. @ Display scale: 1/2"= 1'-0" 3. A5.2; GLU LAM BM 8 A5.2 • 2 4 (X) T&G DECK T/ WALL "I' ti 4 z' 14 N 24 i ti A PTD/ TRIM -- 3/4" X 2 1/2" PAINTED TRIM 4/4 x 4 1/2" MANUFACTURED DOOR FRAME. PAINT FINISH 3/4"X 11/2"PAINTED STOPS, TYP. 1'2" BV PLYWOOD, PAINTED WHITE. SAME AS TRIM — 4/4 HORIZONTAL MEMBER OF JAMB, PAINTED WHITE LAMINATED. TEMPERED GLASS NEOPRENE SETTING BLOCK (4 1/4 POINTS 1/8" CORK TILES O/ 3/4 PLYWOOD DECK Section Detail @ Display scale: 3"= 1'-0" 3/4"X 1 1/2" REDWOOD TRIM BLOCK L PAINTED PLYWOOD SIGN PANEL EQ i GLU LAM BM GWB 11 l'-10" VF EQ %k SHADING INDICATES FULL - - EXTENT OF REDWOOD PANELLING — TRIM BLOCK Elevation @ Mail Boxes scale: 1/2"= 1'-0" scale: 1/2"= 1'-0" REDWOOD PANELLING (X) MAIL DROP BOX RE -INSTALLED PTD/ TRIM • 1/4" CLEAR. LAMINATED, 12" x 12" x 3/16" ADHESIVE CORK NOTICE BOARDPERED GLASS. ovrr GLAZED CORNER – 3/4" X 2 1/2" PAINTED TRIM Plan Detail @ Display scale: 3"= 1'-0" - --- PTD. WOOD EDGE CORK LEGEND PAINTED 1X POPLAR OR EQ. 1 X REDWOOD. CLEAR GRADE, CLEAR FINISH. REDWOOD PANELLING TO MATCH EXISTING. 1 X 4 T&G S2S-CM PATTERN 632-634 OR EQUAL, MIXED GRAIN • MAIL ROOM 4 X 4 COLUMN. VIF 3/4"X 1 1/2" REDWOOD TRIM BLOCK A 4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963 6761 mail@a4arc.com Consultant it Colorado Rocky Mountain School BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 04.27.17 Project No. 1614 Drawn By. OHE For Construction / Permit Details A 5.2 FIRE ALARM PANEL ELECTRICK PANEL �-- t (X) GWB • (N) GWB ro m L --- DRYWALL JAMB ROLL UP DOOR, SSC North SCALE 1/4" = 1'- 0" 10 A52 FCU BOOKSTORE • Hall North SCALE: 1/4" = 1'- 0" ADA DIMENSIONS - STANDARD RESTROOM FIXTURES & ACCESSORIES [Note: See Restroort Elevations and Accessory Schedule for specific items to be provided.] TA -2 40" 12" 42 1. rizjj TA -3 TA -4 ANSI/ADA TOILET 90 • • \ \ \ 13 1/2 MIN. ADA KNEE / SPACE ANSI/ADA URINAL PATCH @ FLOOR TILE. IF NECESSARY / • 0) MAX. 11" 6" 18" TA -8 TA -7 TA -12 1 I1' CEJ \ • X s 0 TA -13 \ EQUIPMENT STORAGE CUBBIES EQUIPMENT STORAGE --- 3/4" COMB/ -CORE PLYWOOD CUBBIES WITH 1/4" BACK. MAPLE VENEER. CLEAR FINISH (D 15" MIN. ANSI/ADA LAVATORY TA -9 \ 0 N 0 TA -10 \ x CO a e � ANSI/ADA ACCESSORIES Typical ADA dimensions 7'-41/4" 51/2" 7'-10" OR AS WILL 3 1/2" 1'-3 5/8" / / 7'-4 1/4" FINISH CO WC 2 X4 FURRED 013 OUT WALL, GWB FINISH • PARTIAL JANITOR 016 / FLAGSZONE (X) 24' 2 1/4" VIF Enlarged Plan @ Bathrooms SCALE: 1/4" _. 1' 0" N• WC 015 5IM 013, FLIPPED \ T GALLERY WALL, PLYWOOD THIS FACE ONLY TOILET ACCESSORY SCHEDULE MAHK DES007)I ION TA -1 3C STAINLESS 1EEL GHAH HAIL IA -2 TA 3 TA -4 TA -7 42 • S [AINL ESS SI EEL GRAB BAH 18 0! 413300301 EEL GRAB BAH - VERTICAL SURFACE MTD. DUAL -ROLL 10R CI !ISSUE DISPENSER CHANNEL FRAME MIRROR- 24' x 36" A „A "iw F{3+6TPE-MER A-10 TA -11 TA -13 NOI ES MANUF. BOHRICK BOBRICK BOHRICK BOBRICK BOBRICK v • MODEL NO B-5086-36 B-5085-42 8-5086-18 B-2888 8-165-2436 GOAI HOOK MCP AND BROOM HOLDER STAINLESS STEEt. SHELF -5' X 16" I. PROVIDE" ADL OUATF W000 HI OCKINO IN WALL FOR ALL ACCESSORIES • • - EXISTING CONST. PATCH @ FLOOR TILE. IF NECESSARY Toilet Accessories BOBRICK RORIIICK BOBRICK B-2116 8-223 x 24 R-295 --- PATCH, VERIFY IN FIELD AFTER DEMO E TYP FOR (2) — 1 1/2" x 1/8" x 4' MILL FINISH ALUMINUM ANGLE, TYP FOR (6) A5.1 SIM T/CONC 95'-11" KEYNOTES (This Sheet Only) 3; 0, N m 5/8" MR GWBX @ WALLS & CLG. TAPED & PTD. FRP INFILL DOOR OPENINGS, 5/8" GWB FINISH 4 1/4" X 4 1/4" WHITE COVE BASE TILE TO MATCH EXISTING. DAL -TILE SEMI GLOSS EXISTING GLAZED BLOCK TO REMAIN, PATCH / FILL HOLES. WHERE PERPENDICULAR WALLS ARE REMOVED, INFILL WITH TILE SALVAGED IN DEMO, IF POSSIBLE. IF NO SALVAGE AVAILABLE, ANTICIPATE FURRED OUT TILE WAINSCOT TO 4TH COURSE OF BLOCK OR ROUGHLY 18" NOTE FLUSH VALVE HANDLE ORIENTATION PLUMBING FOR JANITOR'S SINK IN (X) DOORWAY ti s • co N 0, STOP WOOD BASE @ MAIL SLOTS North Internal Mail 002 SCALE: 1/4" = 1:- 0" A5.1/' MAIL SLOTS -- MAIL SLOTS BY OWNER, RE -LOCATE FROM EXISTING LOCATION IN HALL 7 A5.1/ r I I_ JL 6 A5.2 EXISTING TRACK TO REMAIN 5 A5.2 6 A5.2 Mail 002 East SCALE: 1/4" = 1'-0" US MAIL BOXES, ETC. RE: A 5.2 8 A5.2 SURFACE MOUNTED LIGHT FIXTURE SKYLIGHT BEYOND (X) BEAM w Elevations WC 013 (WC 015 sim., flipped) SCALE: 1/4" = 1'- 0" 17 Crossing, Mail and Lockers Looking West SCALE: 1/4" = 1'- 0" WEST -- RUBBER BASE Janitor 012 SCALE: 1/4" = 1'- 0" N I 11` J • fi SOG • 0 LOCKERS BEHIND FAUCET GWB • u • • a. t 4 EAST - APPROX. LIMIT OF BASEMENT V.I.F. JAN. SINK COULD BE ON LOW PEDESTAL IF IT FACILITATES PLUMBING E • •I s 10Elevations WC 014 � SCALE: 1/4" = 1'. 0" \ \ NEW RUBBER BASE REMOVE EXISTING WAINSCOT - - INFILL DOOR OPENINGS, GWB FINISH w N 4 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mai laa4arc.com Colorado Rocky Mountain School BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 04.27.17 Project No 1614 Drawn By: OPE For Construction / Permit Interior Elevations A8.1 BUILDING 2 1994 GYMNASIUM ADDITION BUILDING 1 ORIGINAL 1964 STUDENT CENTER GYMNASIUM OFFICE STOR. STRENGTH & CONDITIONING EXISTING FIRE ALARM ANNUNCIATOR PANEL WORK AREA 1 EXISTING 2 -HOUR RATED FIREWALL Remove existing 1 1/2 - hr. fire -rated door pair and infill with 2 -hr. fire -rated construction WORK AREA 3 OFC. CLASSROOM GALLERY KITCHEN DWELLING UNIT 014 -CIL Pirtll tJ I Cc4 377/JAc- `� l� V SERVERY WORK AREA 2 STUDENT LOUNGE SEMINAR FACULTY LOUNGE & SEMINAR !1 Colorado Rocky Mountain School OVERALL SITE PLAN NTS i DINING ROOM EXISTING CONDITIONS Original 1964 Student Center (Building 1): Building Area: Construction Type: Fire Sprinklers: 2. 1994 Gymnasium (Building 2): Building Area: Construction Type: Fire Sprinklers: 16,075 sf (per IBC Section 202) VB No 7,590 sf VB No 3. The 1994 gymnasium addition included the construction of a 2 -hour rated firewall between the gym addition and the existing student center. It is our assumption that this firewall was intended to establish the gymnasium addition as a separate building for IBC compliance. The doors between the gym and the addition are 1 1/2 -hour fire labeled and incor•or. - o .91 - Bald -open devices triggered by the fire alarm and etection system. As part of the proposed work, these doors will be removed and a 2 -hour rated partition consistent with the adjacent wall construction will be built within that rough opening. - 4. er-building has anexisting fire alarm and detection system incorporating smoke and heat detectors, manual pull stations and horn and strobe units. This system will be altered as required by the scope of work shown. The scope of alterations to the fire alarm system will be documented in a deferred submittal by the selected alarm system subcontractor. SCOPE OF WORK SUMMARY ,.3 se -IT To L. BILE WORK AREA 1 (2,165 sf) Demolition of existing concrete ramp, interior partitions, flooring materials, suspended ceiling and associated HVAC ductwork and lighting fixtures. No changes to the existing building envelope are proposed. Installation of beams and columns to support existing roof structure per Structural Engineer and 2015 IBC requirements. Installation of new concrete slab at location of demolished ramp. Installation of new floor finishes, acoustic panel suspended ceiling and associated HVAC ch.MT or and lighting All work to be done per IEBC "Prescriptive Compliance Method" as described in Section 4182 Building Materials and Systems and in Section 403 Alterations. Jr�s�t t �L F,��s�s C�-:PlY,c�w . e. Cr u 6 at 63 AtioS - Tilt V-1 17-Zitton kme, ox Demolition of existing janitor's closet and (2) non -accessible tol et roo _ j,�G WORK AREA 2 (232 sf) I STRA . Construction of (2) fully ADA/ANSI-compliant family (single use) toilet rooms and (1) auxiliary non -accessible toilet room. Toilet room alterations in conformance with Section 410.8.10. WORK AREA 3 (1,754 sf) IEBC Level 2 Alteration of existing hallway, bookstore, mail room and kitchen recieving area. Demollition of existing partitions and doors and associated lighting fixtures. Installation of new full -height partitions, doors and lighting fixtures in locations shown Modification of existing HVAC system as required to serve new partition layout. [IEBC 803.2.1] Existing basement stair will be enclosed with 1 -hour fire rated partitions and 60 min. self-closing doors. [IEBC 804.2.2] Since the work area does not exceed 50% of the floor area no automatic sprinkler system is required. [IEB Sheet Ate, per IEBC required 413 :V- A_ • the occupant load of the work ar-- - an 5persons (see .3 Exc. 1), no fire alarm system is :11,.• -AI • : [IEBC 805] Egress from the work area meets the requirements of 2015 IBC. [IEBC 807] No structural work is proposed in the work area. All partitions are non-bearing and no existing structural elements will be altered. [IEBC 808] All electrical work within the work area will meet the requirements of NFPA 70. [IEBC 809] All mechanical work will meet the requirements of the 2015 IMC. [IEBC 810] The proposed building alterations will not increase the occupant load of the story by more than 20 percent. [IEBC 811] No changes to the existing building envelope are proposed. ji,frip-7 FAA- k,t-a.M it acbt uitLr,wr s e t A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com - p- -EN— Colorado Rocky Mountain School 970.963.2562 (/ crms.Org pV /4j, BAR FORK REMODEL for 5RAM 461 n- !b STUDENT Th"`-liv, STRENGTH AND CONDITIONING CENTER rp. PROJECT NORTH 0 8 16 32 Date Issued For 06.12.17 Revised For Construction/Permit 05.2.17 For Construction / Permit Project No: 1614 Drawn By: OHE IEBC 2015 Work Areas Ali BUILDING 2 1994 GYMNASIUM ADDITION BUILDING 1 ORIGINAL 1964 STUDENT CENTER Existing 2 -hour Rated Fire Wall Existing Partition Layout Shown Dashed STUDENT . LOUNGE..".. SEMINAR FACULTY LOUNGE & SEMINAR O67sf O 80 sf O150sf 1)0 ec7, p 15 ASSEMBLY OCCUPANCY A-3 - GYMNASIUM ASSEMBLY OCCUPANCY A-2 - CAFETERIA EDUCATIONAL OCCUPANCY E RESIDENTIAL OCCUPANCY R-3 CRMS Bar Fork Building Building Areas by Occupancy [Type VB - NS] Mark Occupancy Description Building 1 - Original 1964 Dining Hall D E F Subtotal G H J- K L M Subtotal N P 0 Subtotal A-2 Cafeteria A-2 Roof Projection @ Loading Dock A-2 Roof Projection @ Dining Room Porches E Classrooms, Bookstore, Etc. Areas E Roof Projection E Roof Projection E Roof Projection E Roof Projection E Roof Projection E Roof Projection R-3 Residential Unit R-3 Roof Projection R-3 Roof Projection Total Area Building 1 Building 2 - 1994 Gymnasium A A-3 Gymnasium B A-3 Roof Projection C A-3 Roof Projection Total Area Building 2 Area 7,711 160 2,257 10,128 4,470 66 40 57 67 80 150 4,930 977 10 30 1,017 16,075 7,385 154 51 7,590 Allowable Area Factor [Table 506.2] 6,000 9,500 7,000 6,000 Allowable Areas per Section 506 (2105 IBC) Construction Type Fire Sprinklers A-2/NS Occupancy AAF (At) A-3/NS Occupancy AAF (At) E/NS Occupancy AAF (At) R-2/NS Occupancy AAF (At) Eq. 5-1: Aa = At + (NS x If) Aa = allowable area At = Tabular allowable area factor per T506.2 NS = Tabular allowable area factor for NS per T506.2 If = Area factor increase due to frontage If for 1962 Dining Hall = If for 1994 Gymnasium = Building 1 - Original 1964 Dining Hall Cafeteria (A-2) Classroom, Lounges, Etc. (E) Residential (R-2) Building 2 - 1994 Gymnasium Addition (A-3) VB No 6,000 sf 6,000 sf 9,500 sf 7,000 sf 0.67 0.62 Notes Actual Area Allowable Area ' 10,128 10,020 4,930 15,865 1,017 11,690 7,590 9,720 See Sheet Al .3 See Sheet A1.3 PROJECT NORTH 0 8 16 32 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 1/ crms.org BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 06.12.17 Revised For Construction/Permit 05.2.17 For Construction / Permit Project No: 1614 Drawn By: OHE Building Area Calculations A 1 .2 BUILDING 2 1994 GYMNASIUM ADDITION BUILDING 1 ORIGINAL 1964 STUDENT CENTER 74.8' 20.5' Area Function / 0. L. F. /I Occupants 4,191 sf 4,191 sf Exercise 50 (gross) 84 GYMNA/ STOR.\ 166 sf Area 166 sf Function Acc. Storage O. L. F. 300 (gross) Occupants 1 � OFFICE // STRE CON TH & TIONING / / rea_ 2,845 sf Function Exercise 0. L. F. 1 50 (gross) Occupants 57 Existing 2 -hour Rated Fire Wall - --- Area Function 0.L.F. Occupants Area Function 0. L. F. Occupants 325 sf Lockers 50 (gross) 7 619 sf Mercantile 60 (gross) 11 _....... Area 1465 sf Function Classroom 0. L. F. 20 (net) Occupants 123 28' ©No Egress Access Stair 36" Width = Capacity of 120 Persons O 56' 11: .4 britt DWELLING 41 4�• UNIT 4 i C. Area 2,765 sf IIII Function Kitchen as": re apAir ktN rlLlmI(IMTCHEN now 1r 0. L. F. 200 (gross) cupants 14 t LOCKERS MAIL JAN. Q >�' S. ii -465 sf_ ,CLASSROOM 'Sr / / 385 sf GALLERY 3" G 5 Area Function 0. L. F. Occupants 878 sf Residential 200 (gross) 4 ' 56.9' I 4S SERVERY fl 2,765 sf Are Functi 0 DINING "OsM /l l Area 3,532 sf A5sembly_. 15 (net) upants 2351 I Perimeter Calculations If = Area Factor Increase F = Frontage P = Perimeter W= Open Space Width s- 1964Mark Dining Frontage Length (L1) I Open Space Width (w1) L1 x w1 A 84.3 30 2529.0 B 180.9 30 5427.0 C 84.8 30 2544.0 D 56.9 30 1707.0 E 52.1 30 1563.0 F 40.3 30 1209.0 G 52.0 28 1456.0 H 56.0 30 1680.0 Total (F) 607.3 HH 27.7 0 0.0 Total P 635.0 18115.0 W 28.5 Area Factor Increase If = [HP - 0.25] W/30 If 0.67 1994 Gymnasium Addition AA 80.1 30 2403.0 BB 58.8 30 1764.0 CC 74.8 30 2244.0 DD 243 30 729.0 EE 20.5 30 615.0 FF 28.8 30 864.0 GG 52.0 28 1456.0 Total (F) 339.3 HH 27.7 0 0.0 P 367.0 10075.0 W 27.5 Area Factor Increase If = [F/P - 0.25] W/30 If 0.62 Area 385 sf Function Assembly 0. L. F. 15 (net) Occupants 26 461 sf STUDENT LOUNGE SEMINAR 180.9 Area 461 sf Area Function Assembly rFunction 0. L. F. 15 (net) Occupants 31 0. L. F. Occupants 387 sf Assembly 15 (net) 26 Pne q i fl'qc° / /3,532 sf Indicates Exit Access Door 33" Width = Capacity of 165 Persons _ Indicates Exit Access Door Pair 66" Width = Capacity of 330 Persons 0 0 Indica e Existing door NOT equipped with panic hardware, therefore not considered as exit access door. it\a„,,Alt,,D4 or-Thz, o ti e /1/Atta'a`} PROJECT NORTH 0 8 16 32 A4 A4 ARCHITECTS LLC 242 NORTH SEVENTH STREET CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com Colorado Rocky Mountain School 970.963.2562 // crms.org BAR FORK REMODEL for STUDENT STRENGTH AND CONDITIONING CENTER Date Issued For 06.12.17 Revised For Construction/Permit 05.2.17 For Construction / Permit Project No: 1614 Drawn By: OHE Occupancy Area Calculations, Frontage Calculations, & Egress Sizing A 1 .3