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Home My WebLink AboutPlans• • • MATERIAL INDICATIONS MA&ONRY: FIREBRICK FACE &~ICK CeRAMIC 'OLE CONCRETE: CONCRETE &LOCI:. CASI-IN·f"LACE 11nd PRECA&I LIGH1WE IGHf EARTHWORK : Dl6fUR6ED UND ISTURBED &TONE/GRAVEL POROUS FILL METAL: ALUMINUM SfEEL· LARGE SCALI:: SfEEL· SMALL SCALE WOOD: FINISH ROUGH FRAMING / 8LKG.·CONfiN UOUS SLOCKING· DISGOf\ITINUOUS PLYWOOD· LARGE SCALE TEMPERED HARDBOARD -·-·-·· .............. . I .... , .. ·.·:I -•:::~-.. 1:--·· ... -:::_·_ f-----------J ------ tm@ ~ IOJ 1><1 1=--------: I I IN&ULATION: Mrf/I!!I.ANI<f;f l.OOSE FILL RIGID FINI&H MATERIAL$: ACOUSTIC 11 LE CAULK an<l 6EALANTS: SEALANT wl BACKER ROD JOINT FILLER &ETTING BEDS: eANDIMORr..4,R/ PLASTER lrlrlrlrlrlrlrlrlllll rl ll I I ;;a' I . . .. 1 •• 0 • • ' • • • • 4 ::.· ••• ••••• PLASTER/SACKING &OARPS: GYPSUM WALL &01\RD GLASS M!SH MORTAR. BOARD STONE: SfONE ~NEER FLOOR COVERING: RE61LIENi TILE FLOORING CARPEl ~ ............ . . ' . . .. . . . . .. • ..... . I' ' ' ' I . ... . . . . . · .. •. PVZZJ II II GRAPHIC SYMBOLS +l·e.o· L.---iee NEW OR REQUIRED POINT ELEVATION EXISIING POINT ELEVATION (f'l.AN) EXISTING CONTOURS ELEVATION NOTED ON HIGH SIDE NEW CONTOURS ELEVATION NOTED ON HIGH SID!: TE6f60RING LEVEL LINE REVISION WINOOWiYrE COLUMN REfERENCE t3RIDel DASH & DOf LINE _, __ BUILDING OR WA LL SECliON REFERENCE DMWING NUMBER ELEVATION NUMBER REFERENCE DRAWING NUMBER DETAIL NUMBER REFERENCE DRAWING NUM&ER ROOM/SPACE NUM&ER DOOR DE61GNAiiON NOlE: DOORS ARE SCHEDULED !Y DESIGNAfiON +ROOM NUM!ER (O F ROOM POOR OI'EN5 INfO) WALL. FLOOR. Olt ROOF CON&fRUCTION ASSEMB LY KEYNOTE CENTER LINES, FLOOR I.INES IN EXIERIOR EL"EVAfiONS, PROJECTED LINES ~~UB~D~ ~ __ ------__ -- PROPERfY UNES, &O UN DARY LIN 56 P01TED UNE -'-ARCHITI;ClURAL ELEMENT HIDDEN OR ABOVE 6REA K liNE -----,1 -~"~--~1~!.~, ----~======~-----·v ·~ DISCONTIN UOUS DRAWING ' IND ICAfE5 SECTION NUMBER ND ICATES DRAWING SHEET ON WHICH SECnON IS SHOWN ~ ' j. . ! ' r~ ~ INDICAfES DEfAIL NUMSE< ~INDICAfE6 DRAWING SHEEf ON WHICH SECfiON IS SHOWN -¥ ':=l]jqt~,lC :;lDETAIL REFERENCES 1-~ ABBREVIATIONS A.F.F . A&OVE FINISHED FLOOR LAY . LAVA1'0~ ADJ. ADJACENT L.H. LEFT HAND AGG. AGGREGAfE L. LENGfH AJC AIR CONDlfiONING LIN. LINEN ALf. ALTERNAfE L.P. LOWPQINf ALUM. ALUMINUM A.&. ANCHOR l'OLT MH. MANHOL.E ANOO. ANODIZED MFK. MANUFACfURE(R) APP1WX. APPROXIMAfE MA6, MMONRY ARCH. ARCHITECT~URAL) M.O. MMONTi:Y OPENING A.D. AREA ORAl MA11.. MAf!RIAl(S) ASPH . ASPH"L'f MAX MAXIMUM MECH. M!CHANIC(AL) SSM 'f. BA&!MEN'f MEMB. MEM6IVINE &M. &EAM MEf. M!fAL OltG. BEAit iNG MIN.(") MINIMUM, MINUfE &.PL. !SEARING f'L.Afl!, SASE f'LA'f'l! MISC. MI6CI!LLANEOU5 e.M. BENCH MARK MLU MODERN LIVING UN IT (PESK) OYL. &EVE LED MfD. MOUN'fED &LKG. BLOCKING OD. &OARD N.R.C. NOIS! REDUC'fiON COI!FFICIENf &.0 . 1'-0fTOM OF NOM . NOMINAL e.o .c BOfTOM OF CURB N. NOitfH BLDG. BUILDING N.I.C . NOf IN CONmACf N.T.s. NOffO SCALE C.-'1&. CA&INEf NO. OR# NUMf'ER CF'f. CARPET( ED) c.e. CMCH BAeiN O,A. OVERALL c.c CENTER LINE o.c . ON CEN'fEf/.:(5) CLG. CE ILING OPG . OPENING CLG.H'f, CEILING HEIGHf orr. Of'I'OSifE C.T. CERAMIC fiLE 0.0. 0Uf61DE DIAME'fER CLR. CLEAR(ANCE) O.R.P . OVERF\.OW ROOF PR.A IN CLO. CLOSET COL. COLUMN l'fD. I'AINf(ED) CONC. GONCREfE (CASf·IN·PLACE) I'NL • I'ANEL C.M .U. GONCREfE MA&ONRY UNIT l'fN, PARTifiON CONST.Jf. CON&TRUCfiON JOINf PVMT. PAVEMEN'f CONf. CONfiNUOUS OR CONflNUE PERF . PERFORATE(P) C.Jf. CONfROL JO IN I f'\.AS. PLASfER CORR. CORRIDOR P.LAM . PLA61IC LAM INA IE PL. PL.AlE D. DEEP, DEPfH PL.GL. PL.AlE GLASS DD DECK DRAIN PWD. PLYWOOD DET. DEfAIL l'f. PO INT DIAG . DIAGONAL P.T . PRE55URE TREAl!:D DIA. DIAMEfER PVC. PO LYVINYL CHLORIDE DIM . DIMENSION P.C.F. PO UNDS PER CUB IC FOOT DR. DOOR P.LF . POUNDS PER LINEAL FOOT DWR. DRAWI:.R P.S.f. PO UNDS PER SQUARE FOOf DWG. DRA'MNG P.S.I. POUNDS PER SQUARE INCH I'.L. f'R.Of'ER.1Y LINE E. El\&f ELEC. ELECfRIC(AL) RECP. RECEf'iACLE EC ELEVA nON REF . REFER (ENCE) ELEV. ELEVATOR REFR . REFRIGERAi OR EQ . EQUAL REG. REG I6iER EG.U IP. EQUIPMENl REIN F. REINFORCE(D). (lNG) EXH. EXHAU5T RE61L, RESILIENT EX16l. EXISTING REi. RETURN EXP,JT. EXPANSION JO INT R.A. RETURN AIR El<f . EXTERIOR REV. ~EVIS ION(6). REVISED R.H. RIGHT HAND FGL. FI,ERGLAS5 R.O.W. RIGHT OF WAY FIN. FINI6H(ED~ R. RISER F.A. FIRE ALAR R.tl. ROOF DRAIN F. E. FIRE EXfiNGUISHER RM. ROOM F.E.C. FIRE EXTINGUISHER CABINET R.O. ROUGH OP ENING F.R.f FIRE RETARDANT TREATED m. FlOOI<(ING ) &CH . SCHEDULE f . D. FlOOR DRAIN SHf. SHEEf FLUOR. FLUO~ESCENf SIM . SIMILA~ Ff. FOOf s.c . SOLID CORE FfG. FOOfiNG e.r.c. 60UND lRANSM l&SION CLASS FDN . FOUNDAfiON •• SOUfH &PI! C. SPECIFICATION GA. GAGE, GAUGE ""-SQUARE GALY. GALVANIZED • ••• SlAINLE66 Sft:EL GL. GLASS, GLAZING sro. STANDARD GL,i3LK. GLASS BLOCK STL. 6lEEL GR. GMPE, GIVIDING SlOR. SlORAGE G.W.B. GYPSUM WALL BOARD S.D. SlORM DRAIN sn:ucr. SlRUCfURAL HI5D. HARD50ARD HOW. HARDWARE TEL. fUEPHONE HOWD. HARDWOOD 1Y. TELEVIS ION HDR. HEADER TEMP . TE MPERED HTG . HEATING THK . fH ICK (NESS) H.V.A.C. HEAfiNGNENfiLAiiNG/AIR CONO. THREEt 'fHRE6HOLD Hf. HI':IGH'f r•G i"'NGUE AND GROOVE H. HIGH 1.Q.C. iOI'OF CURS H.f'. HIGH POINi r.o .e. fOP OF SLA B H.C. HOLLOW CORe T.O.Sll. fOP OF S'fEeL H.M. HOLLOW MEfAL T.O .W. fOP Of WA LL HOIOZ HORIZONTAL f, fl<EAD H.&. HOEIE 15 1B rYr. iYPICAL H.W. HOfWMER HR. HOUR v.&. VAPOR 8ARRIER v ... VAPOR REiARDER I. I.e IMPACT INSOLATION CLASS VERi VER fiCAL IN.( .. ) INCH V.G. VER TI CAL GMIN I<CC INCLUDE( D). (lNG) VE6i, YE611BULE I. D. INSIDE DIAMETER v.c.r. VINYL COMPO&IfiON fiLE IN5UL. IN6ULAfE(D). (ION) INf INIERIOR w.c. WAfER CL05El INV. INVERT WP. WATERPROOFING Wf. WEIGHT JAN . JANifOR W.W.f. WELDED WIRE FA6RIC Jf. JOINT w. WE5f, WIDE, WIDTH WI ll<fH k.O . IC.NOCK OLJ'I' WPW. WINDOW W.W.M. WELDED WIRE MESH L~L. LMEL WIO WITHOUf LAM. LAMINAfE(D) WID WASHER DRYER WD. WOOD GENERAL NOTES 1. REFER TO ENLARGED PLANS FOR DIMENSIONS, DETAIL REFERENCES AND INTERIOR ELEVATION REFERENCES WITHIN THOSE AREAS. 2. DIMIENSIONS 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 THIE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND SPCIFICA TIONS, OR BETWEEN DIFFERENT DICIPLINES, THE CONTRACTOR SHALL SlEEK 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. I. II. Ill. ' CODE SUMMARY GENERAL INFORMATION A. Building Code: 2009 IBC BUILDING CLASS/FICA TION Occupancy Classification: IE Type of Constructio~ A. B. c. D. Location on property: >50' from property line (see Site Plan) Height and number of Stories: 1 STORY. 15' HIGHEST POINT ON lEAVE. MEANS OF EGRESS A. !Exit Door: Min. 3'-0" x 6'-8"4 ~0~10 'I H J> fr()!"J H I Ii tvtt c-JV ~ rs.'z. -~ I q oct:: · BARN 7A1H£ 6tJZ. ~>o S(flfflr~UYJ IU-'f',, ,.c:-'!L>; Jl$ < 0 hr, GAS Eo«. PAVED WALKWAY -~ _, " FUTURE MUSIC EXPANSION ,- NON·IRRIGATED AREA COURTYARD 1 UNDERGROUND ELECTRIC FROM TRANSFORMER BY ADOBE EXISTING ROAD TO BE RE·LOCA Site Plan 20~~~40~-~60 •• SHEET INDEX PROJECT DIRECTORY GENERAL INFORMATION OWNER A 0. 1 GIENIERAL INFORMATION I SJTIE PLAN MUSIC BUILDING Colorado Rocky Mountain School 1493 106 Road Carbondale, C081623 Joe White, Owner's Representative jwhite@crms.org A 2.1 A2.2 A 3.1 A 4.1 A 5.0 A 5.1 FLOOR PLAN ROOF PLAN RCP & LIGHTING SCHIEDULIE IELIEVATIONS & DOOR/WINDOW TYPES CONSTRUCTION ASSIEMBLIIES & DIET AILS BUILDING SECTIONS ARCHITECT A4 Architects, LL C 100 North Third Street Carbondale, CO 81623 970.963.6760 970.963.6761 (Fax) Olivia Emery, R.A. oemery@a4arc.com STRUCTURAL ENGINEER KL&A STRUCTURAL DRAWINGS 1717 Washington Avenue Suite 100 Golden, CO 80401 s 1.0 S2.0 GENERAL NOTES & TYPICAL DIET AILS STRUCTURAL PLANS & DETAILS 303.384.9910 303.384.9915 (Fax) bmcelvain @klaa. com UJ u z ~ g GENERAL CONTRACTOR To be determined CONDITIONS OF PERMIT BLC0-2-11-1913 COLORADO ROCKY MOUNTAIN SCHOOL Music-Rehearsal Building 1493 CR-106 CARBONDALE, COLORADO 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, I PC, IFGC, IFC, IECC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE LAND USE CHANGE PERMIT; RESOLUTION# 99-016 APPROVED SEPTEMBER 16, 2010. 3) ACCESSIBILTY REQUIREMENTS PER 20091BC, CHAPTER 11 AND ICC/ANSI A117.1-2003. PARKING, SIGNAGE, ACCESSIBLE ROUTE, ENTRY AND THROUGHOUT BUILDING. 4) ACCESSIBLE BATHROOMS SHALL BE INSTALLED IN PROPOSED MUSIC ROOM EXPANSION. 5) PER ENGINEER'S NOTE; EXCAVATION OBSERVATION REPORT REQUIRED PRIOR TO PLACING CONCRETE. PROVIDE AT FOOTING INSPECTION. 6) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 7) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 11 '·6" 16'-0" 28'-1 11 8) LOCKS, LATCHES AND LANDINGS PER 20091BC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. "'" •"'f!HIII'h. IO]C4k$UI.T IJ{I..<>G/11. Fife pL,'MZII.T f"(JIZ. Sfl-CJHL ,u,. CRMSCAMPUS X' T NATURAL GAS 27'-0" COLD WATE!ir iFCIR HOSE Vicinity Map SCALE: 1:20 SCALE: N. T. S. A4 ARCHITECTS LLC 100 NORTH THIRD STREET SUITE 201 CARBONDALE COLORADO 816Z3 970.963.6760 FAX 970.963.15761 www.a4erc .colll -""'--"---·· Date 1.28. 1 1 6.14.10 4 .30.10 '" .... -~-· ....... , APPROVED SIIBJECI' TO NOTED EXCEPTIONS & INSPECTIOMS GARFIELD COUNTY !:~D~AR~ LDC~ NO INSPECTION WITHOUT THESE PLANS ON SITE piqle of CRMS MUSIC REHEARSAL SPACE Colorado Rocky Mountain School 970.963.2562 II crms.org 1493 County Road 1 06 Carbonda le, CO 81623 Issued For REV 1 FOR SIPS CD ISSUED CD @50% Project No .: 1002 Drawn By: oelbaz Cover Page A 0.1 M ~ 0> ~ ' ~ ~ • "' 6 u _J CD (..( c ' ) ) ) ) ) ~ ""' '"' -'0 ) <= ~_g '~ '"' :o DOOR SCHEDULE 01.20.11 Mark From 101 Exterior 104 Vestibule 103 Vestlbule 102 Rehearsal Space 2 3 5 7 40'-0" I I I ' I( 8 -8~ l -~ -L -I ~ }-------~~+,-------f--------~~------~~~------~1C.C~4-"-------6~-l~B-"-------1~C~4-,-------6~l~B-"--~--~1'-4~.---3-C-1 -1 --:•-f r:_-_-_-+----_-_-_-_-_-+-----__,--1--- - - - -- --- - - ---~_~_t-_-_-_-_-',.:-.1 _-_-_-_-,--_-'t--_-_-_~_,.:-l_-_-,~--_-,--_-'+--_~_-'-_'-'-_+t_ !.. -, & ~""-f: H~~1 / 15 1 3 f1 11 f:1 WI ::~ f:1' : ~ II F.O.SJP I~~ ~~~;.~·o· ~~~cl~r~~~:::~· ~·::::::::::l!~~:::::::::f· ~·::::::::::I!~~~=~T· ~·=t:::~::I!~§L:::ri~· r·r~~~;r;:::::=r;:::::~~ 1 l I -'; ={ v':)VERED _r.__ I f--3 ,~3 ,, 1 1 • : 1 ' 1 : ~I ~I.J ' 1 , , PORCH .£..,,;,_ lh , 1 , , , '\ : , , \ p ':, :, 1 &\ I :: PITCJ/~y CL ' 1' :1: '6.4' 'I ~' "= ~ ...r...;-;-r---_ ~ _ --+-_-::~;:~~~: ;:; ("""';3.;;2-'-};{;::":::".:..:.oo:· ~:=~==~~ ~ 11\v~~~~,~: ~~~~:. ·~' ~==-=-::::~~~~~~ ~:::::----__ -=--_TY_P._ ~: ~1 !: ~ : ~ LJ.;\ 1 '(_ :, I :, 12. 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TMt£ st?z.7 SCALE: 114"= 1'·0" I I I I FRAME Type Material Nominal Size Glass Type Material Section Details Fire Notes Glazed Clad Wood Flush Maple Veneer Glazed Maple Custom Maple + 1 x6 WRAPSHifLD NAILER Qty . 1 2 Width Height Thickness 3 '-QII 71.()11 1 3/41 112" lnsul 2 31 -011 71-QII 1 3/411 • 3'-0" 7'-Q" 1 314" 112" lnsul 1 8 1..()" 21 W • • HM WD WD • - Jamb Head Sill 1/.A.2.1 1 /A2.1 1/2" max 2/A2 .1 21A2 .1 no ne 2/A2.1 2/A2 .1 Transition 3/A2.1 3/A2.1 • HANGERS WI MOUNTING PLATE MCMASTER-CARR# 1206A 11 ~/ .-------114" PLY BACK ~y l__... WOOD FRAME Rating • ADA, therma l sill • Paint this door 0 FRAME TYPE METAL DIM. AS REQ 'D. FOR WALL THICKNESS HORIZ TO VERTICAL SIDING METAL FLASHING 7 X HORIZ. SIDING "!' I ~k' HALF LAPPED AT JOINTS HORIZ. SIDING BOTH SIDES WRAPSHIELD 0 VER SIPS 7 XNA/LfRS METAL FLASHING HORIZ. SIDING (E)r---P=1 ,L-==~::-::,_~,-, D_TL_._@_C_O_R_N_E_R_S __ _ ,;' l> ~ 1114"RIG/DSOUNDBATT --"---1. BLACK FABRIC I' _.--------1 X6 MAPLE SLATS AT ~ 1:1 SPACING ,. /. .:. ,_, :' ' 2H4" Note: DETAIL SIM. AT DOOR BOTTOM ®r---S=a·~--::~D=·~~:-N_G_D_O_O_R_FR_~_M_E __ _ 1X4CASING ~~ :;::.-_ :;;~ FLAT-FRAMED HEADER AT NON· BEARING WALL CONDITIONS 0 HEAD AND JAM-WOOD DOOR CASING 3" = 1'-0" WOOD SIDING --.___~ PERELEVS. , . '• 6"8/P 2" CASING ----, '\.' ~ IX4 CASING 11'--"~~-,._..::irr_ \~ INS. FOAM TYP.@ DOOR PERIMETER WOOD CLAD DOOR HEAD Nole : DETAIL SIM. FOR OUTSWING DOORS HEAD AND JAM-EXT WD CLAD DOOR ROOM FINISH KEY INDICATES WALL WA LLS FINISH WITHIN ROOM ~r--INDICATESBASE FL OOR WITHIN ROOM INDICATES FLOOR FINISH WITHIN ROOM 13 NO FINISH REQUIRED P-1 INTERIOR PAINT on GWBIHARDI WHITETBD P·2 GLOSSY PAINT on STL , COLORTBD WB ·I HARD/ PLANK BASE, PAINT TO MATCH WALLS WD WOOD FLOOR C CARPET TILE FLOOR FINISH MATERIALS WOOD FLOOR : ECO TIMBER ECOBAMsOO: WOVEN HONEY PREFINISHED SOLID CARPET TILE : FLOR HOUSE PET SERIES, COLOR TBD KEYNOTES (II) CONCRETE FORM @ POST. 12" DIAMETER CIRCLE FILLED WITH PEBBLES TO MAKE IT LEVEL WITH CONCRETE ~ CORE DRILL OR 4" DIAMETER PVC CASE·IN CONCRETE TO 12'' X 12'GRAVEL 'BASIN". @) 4" DIAMETER STEEL PIPE COLUMN (SEE STRUCTURAL) @) ARCH. WOODWORK: WIDE WINDOWSEAT. STORAGE BELOW. @J 1~dM~kNJfg ~~(}fft WITH APPROPRIATE MECHANICAL FASTENERS. METAL FORGED COATIBACKBACK HOOKS BY OWNER. @ SOLID 5/4 MAPLE SILL @ CRAWLSPACEACCESS PANEL24X36 ,.,..., BITUMINOUS FOUNDATION ~ DAMPPROOF/NG: SPRAYOR ROLLER APPLIED. ~ PERFORATED DRAIN IN 314" \C:..!.:.V CLEAN GRAVEL WRAP WITH GEO TEXTILE FABRIC cz:D METAL ROOF: 314" X 2.66" X 24 GA. CORRUGATED C.R. STEEL ROOFING. @ HARDI·PANEL SOFFIT WI CEDAR SA TTENS AT SEAMS AND EDGES. (PAINT HARD/, COLOR BY AFICHITECT) I'D'?\ INTERIOR CUSTOM SLIDING ~ PANEL : OVERHEAD BARN DOOR HARDWARE. STEEL FRAME FACED WITH 112" THICK BLACK FACED ACOUSTIC BLANKET. 1 X 6 MAPLE PLY@ 1:1 SPACING. C!D :-~~ltf~~{q.r~~#olJ'Jlt¥~t:tt.f:., WEATHER SEALS AS PER INDUSTRY STANDARDS. THRESHOLD TO MEET ADU REQUIREMENTS. INTERIOR DOOR TO HAVE SMOKE SEALS AT ALL JAMBS TO MINIMIZE SOUND TRANSMISSION. ("'Q7'\ PLASTIC GLAZING : WOOD FRAMING ~ VWTH'POLYGAL'TRANSULCENT INSULATING GREEN HOUSE PANEL ON BOTH SIDES. PAINT STUDS SILVER BEFORE INSTALLING POL YGAL. ATTACH TO STUDS WITH SQUARE DROVE SCREWS WITH BEAUTY RINGS . SEAUCAULK INTER/DR FACE ONLY. SEAL TAPE AND MECHANICALLY FASTEN EXTERIOR. ( 8' 7'1) ~'if,f~'f .fo~~~G 1Jzg~i{L~C1M IS FREE OF WALL DUE TO SKEW Cff) ACOUSTIC CEILING: 1' THICK TECTUM, NATURAL COLOR, MECHANICALLY FASTENED . (ALL INTERIOR CEILINGS). @) METAL FLOOR GRATE: MCNICHOLS PERF·O GRIP PLANK STAIR TREAD 1112" X 12 11 X 36 ". (JB) MECHANICAL: GAS FIRED STOVE WITH THERMOSTAT FLUE & TERMINATION THROUGH '"'"I I CONSTRUCTION ASSEMBLIES F-1 EXTERIOR SLAB CONST. REINFORCED • BROOM FINISH AS INDICATED • CURE & SEAL GOA TING • CONCRETE SLAB (THICKNESS & REINFORCING PER STRUCTURAL) • SLOPE AS PER ARCH. PLANS • 4" AGGREGATE BASE COURSE • PREPARED SUBGRADE (PER GEOTECH REPORT) F-2 INTERIOR FRAMED FLOOR • FLOOR FINISH AS INDICATED • 314" PLY • FRAMING PER STRUCTURAL$ • R·30 BATT INSULATION R-1 ROOF CONST. (EXTERIOR) • "S" PROFILE RAW METAL ROOF, 24 GA., EXPOSED FASTENERS (NATURAL RUSTING PROCESS) ·"TITANIUM UDL-30" SYNTHETIC ROOFING UNDERLA YMENT • 6 112' POLYURETHANE FOAM SIPS PANELS : R·41 • 5/16' FIBER CEMENT SOFFIT PANELS, SMOOTH FINISH, FACTORY PRIME, PAINT ON SITE (HARDI-PANEL OR EQUAL) • 1 X 2 CEDAR BATTENS AT ROOF PERIMETER AND AT SOFFIT SEAMS • GLULAM STRUCTRUAL BEAMS PER STRUCTURAL DRAWINGS R·2 ROOF CONST. (INTERIOR) SAME AS R· 1 TO B.O. SIP PANEL ·PAINT PERIMETER AREAS OF SIP PANEL TO BE LEFT EXPOSED PRIOR TO INSTALLATION OF 1' TECTUM PANELS • HOLD TECTUM AWAY FROM ALL EDGES PERRCP W·l BELOW GRADE CONCRETE WALL CONST. • GEOTECH FABRIC • WASHED GRAVEL WI PERF. TRENCH DRAIN • 2 318" RIGID INSULATION • BITUMEN DAMPROOFING • CAST IN PLACE CONCRETE WALL PER STRUCTURAL$ W-2 EXTERIOR WALL CONSTRUCTION • 4" LAP VERTICAL CEDAR SIDING (LAY WI 118' SPACE BTW BOARDS), PAINTED FINISH TBD • BLACK WRAPSHIELD • 6 112" POLYURETHANE FOAM SIPS PANELS: R·41 • 1/211 GWB, SKIP TROWEL FINISH • PAINT W·3 EXTERIOR WAU. CONSTRUCTION ·RANDOM 1 X6, 1 X8, 1 X IOHORIZONTAL WOOD SIDING WITH 16 d nail space • 1 X 4 NAILERS@ 24' D.C., PAINT BLACK • BLACK WRAPSHIELD • 6 112 'POLYURETHANE SIP R-41 • 112" GWB, SKIP TROWEL FINISH ·PAINT W·4 CLOSET WALL CONST. • 516' GWB, SKIP TROWEL FINISH ·2X4 WOOD STUDS@ 16 "0 .C. • 3 112' SOUND ATTENUATION BAITS • 518' GWB, SKIP TROWEL FINISH W-5 RECORDING CTRL ROOM WALL CONST. • 518' GWB, SKIP TROWEL FINISH • 2 X 4 STAGGERED STUDS ON 2 X 6 PLATE • 3 112' SO UNO ATTENUATION BAITS • 518" GWB, SKIP TROWEL FINISH A4 ARCHITECTS LLC 100 NORTH THIRD STREET SUITE 201 CARBONDALE COLORADO 816Z3 970.963.6760 •Ax 970.963.6761 www .e4erc.o olll CRMS MUSIC REHEARSAL SPACE Colorado Rocky Mountain School 970 .963.2562 II crms.org Date l$sued For 1.28.11 REV 1 FOR SIPS 6.1 4 .10 CD ISSUED 4.30 .1 0 CD @50% Project No.: 1002 Drawn By: oe/baz First Floor Plan A 2.1 & "' F.O.SIP ----Wltttttttltf iiHI II II II I III II IIIl i -----!l!ltf++++!Hltfl 1 1~~1 II IIIII 11111111 11111111~ 5 I I ,4 ,,, ' ' ' ' ' ' ' ' ::....::....;=---==-=::....:....=... ~=-= _______ .1__ -'---------: ~----- 6 7 I :0) I 2 '-6' l I I I ,,, ~ ,,, I I I I I I I I I I I I I I I I I I I I I I -·~· -=="'=-' -T --T ----=~ !-=-=--=-= ::-T --T--:...::...: ..:....::, ~ ' --'-----'---------: )-------'----'---------::I : i ~· , i i ~! 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BITUMINOUS FOUNDATION ~ DAMPPROOF/NG: SPRAY OR ROLLER APPLIED. ~ PERFORATEDDRAININ314 " "'-'= CLEAN GRAVEL WRAP WITH GEO TEXTILE FABRIC (I{) METAL ROOF: 314" X 2.66' X 24 GA. CORRUGATED C.R STEEL ROOFING. HARDI-PANEL SOFFIT WI CEDAR BATTENS AT SEAMS AND EDGES. (PAINT HARD/, COLOR BY ARCHITECT) INTERIOR CUSTOM SLIDING PANEL: OVERHEAD BARN DOOR HARDWARE. STEEL FRAME FACEO WITH 112' THICK BLACK FACED ACOUSTIC BLANKET. 1 X 6MAPLEPLY@ 1:1 SPACING. @) WEATHERSTRIPPING, THRESHOLDS & SEALS: EXTERIOR DOOR TO HAVE WEATHER SEALS AS PER INDUSTRY STANDARDS. THRESHOLD TO MEET ADU REQUIREMENTS. INTERIOR DOOR TO HAVE SMOKE SEAL$ AT ALL JAMB$ TO MINIMIZE SOUND TRANSMISSION. ~ PLASTIC GLAZING: WOOD FRAMING ~ WITH "POL YGAL " TRANSULCENT INSULA TJNG GREEN HOUSE PANEL ON BOTH SIDE$. PAINT STUDS SILVER BEFORE INSTALLING POL YGAL. ATTACH TO STUDS WITH SQUARE DROVE SCREWS WITH BEAUTY RINGS. SEAI..ICAULK INTERIOR FACE ONLY. SEAL TAPE AND MECHANICALLY FASTEN EXTERIOR. ( 8 7. 1) ~If,f~'f fo~fl~~~G WJZ8~~L~'/1M IS FREE OF WALL DUE TO SKEW ~ ACOUSTIC CEILING: 1' THICK TECTUM, NATURAL COLOR, MECHANICALLY FASTENED. (ALL INTERIOR CEILINGS). C!!J) METAL FLOOR GRATE: MCNICHOLS PERF-0 GRIP PLANK STAIR TREAD 1112" X 12" X 36 ". 0JJ) MECHANICAL : GAS FIRED STOVE WITH THERMOSTAT FLUE & TERMINATION THROUGH lAIII/ I CONSTRUCnON ASSEMBLIES F-1 EXTERIOR Sl.AB CONST. REINFORCED • BROOM FINISH AS INDICA TED ·CURE & SEAL COATING • CONCRETE SLAB (THICKNESS & REINFORCING PER STRUCTURAL) • SLOPE AS PER ARCH. PLANS • 4' AGGREGATE BASE COURSE • PREPARED SUBGRADE (PER GEOTECH REPORT) F-2 INTERIOR FRAMED FLOOR • FLOOR FINISH A$ INDICATED •314" PLY -FRAMING PER STRUCTURAL$ • R-30 BATT INSULATION R-1 ROOF CONST. (EXTERIOR} • '5" PROFILE RAW METAL ROOF, 24 GA., EXPOSED FASTENERS (NATURAL RUSTING PROCESS) • "TITANIUM UDL-/30" SYNTHETIC ROOFING VNDERLA YMENT • 8 112" POLYURETHANE FOAM SIPS PANELS: R-41 • 5116" FIBER CEMENT SOFFIT PANELS, SMOOTH FfNISH, FACTORY PRIME, PAINT ON SITE (HARDI-PANEL OR EQUAL) •1X2CEDARBATTENSATROOF PERIMETER AND AT SOFFIT SEAMS -GLULAM STRUCTRUAL BEAMS PER STRUCTURAL DRAWING$ R-2 ROOF CONST. {INTERIOR) SAME AS R-1 TO B.O. SIP PANEL • PAINT PERIMETER AREA$ OF SIP PANEL TO BE LEFT EXPOSED PRIOR TO INSTALLATION OF 1" TECTUM PANELS • HOLD TECTUM AWAY FROM ALL EDGES PERRCP W-1 BELOW GRADE CONCRETE WAL' CONST. • GEOTECH FABRIC • WASHED GRAVEL WI PERF. TRENCH ORA IN • 2 318 " RIGID INSULATION • BITUMEN DAMPROORNG • CAST IN PLACE CONCRETE WALL PER STRUCTURALS W-2 EXTERIOR WALL CONSTRUCTION • 4" LAP VERTICAL CEDAR SIDING (LAY WI 118" SPACE BTW BOARDS), PAINTED FINISH TBD • BLACK WRAPSHIELD • 6 112" POLYURETHANE FOAM SIPS PANf!LS ; R-41 -112 " GWB, SKIP TROWEL FINISH • PAINT W-3 EXTERIOR WALL CONSTRUCnON • RANDOM 1 X 6, 1 X 8, 1 X 10 HORIZONTAL WOOD SIDJNG WITH 16 d nail space • 1 x 4 NAILER$@ 24" O.C., PAINT BLACK ·BLACK WRAPSHIELO • 6 112 'POLYURETHANE SIP R-41 • 112' GWB, SKIP TROWEL FINISH ·PAINT W-4 CLOSET WALL CONST. • 518" GWB, SKIP TROWEL FINISH • 2 X 4 WOOD STUO$@ 16" O.C. • 3 112'' SOUND ATTENUATION BATTS • 518" GWB, SKIP TROWEL FINISH W-5 RECORDING CTRL ROOM WALL CONST. • 518 " GWB, SKIP TROWEL FINISH • 2 X 4 STAGGERED STUDS ON 2 X 6 PLATE ·3112"SOUNOATTENUATION BATTS • 518" G WB , SKIP TROWEL FINISH A4 ARCHITECTS LLC 100 NORTH THIRD STREET SUITE 201 CA~BONDAL! 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Light • ., ... ~_ ir .... roy X Exit Light Veri f) :if~ u.,w, vu ur ·-~ -,s •v = I==,~ I~ LIGHT LEGEND -Q-A WALL MOUNTED BULKHEAD LIGHT ,,..." ',,c 8 IN-SLAB LANDSCAPE UP LIGHT d¢-WALL SCONCE -<VP PENDENT TRACK AND FIXTURES l±F-1 __ ---' HANGING FLUORESCENT LIGHT FLUORESCENT UPLIGHT I ALCOVE LIGHT SINGLE POLE SWITCH SINGLE POLE SWITCH WI DIMMER SINGLE POLE SWITCH WI MOTION DU-PLEX OUTLET DU·PLEX OUTLET-GF/ 4-PLEX OUTLET DATA: CATS PHONE CATS DU-PLEX FLOOR OUTLET ROOM FINISH KEY INDICATES WALL FINISH WITHIN ROOM INDICATES BASE FLOOR WITHIN ROOM INDICATES FLOOR FINISH WITHIN ROOM fJ NO FINISH REQUIRED P-1 INTERIOR PAINT on GWBIHARDI WHITETBD P-2 GLOSSY PAINT on STL. COLOR TBD WB-1 HARD/ PLANK BASE, PAINT TO MATCH WALLS WD WOOD FLOOR C CARPET TILE FLOOR FINISH MATERIALS WOOD FLOOR : EGO TIMBER ECDBAMBOD : WOVEN HONEY PREFINISHED SOLID CARPET TILE: FLOR HOUSE PET SERIES, COLOR TBD KEYNOTES GI) CONCRETE FORM@ POST. 12" DIAMETER CIRCLE FfLLED WITH PEBBLES TO MAKE IT LEVEL WITH CONCRETE (]:I) CORE DRILL OR 4" DIAMETER PVC CASE-IN CONCRETE TO 12" X 12" GRAVEL "BASIN". @) 4" DIAMETER STEEL PIPE COLUMN (SEE STRUCTURAL) (]D ARCH. WOODWORK: WIDE WINDOW SEAT. STORAGE BELOW. riiO\ 1 X 10 PAINTED NAILER ~ ANCHORED TO STUDS WITH APPROPRIATE MECHANICAL FASTENERS . METAL FORGED COATIBACKBACK HOOKS BY OWNER. ~ SOLID 514 MAPLE SILL @) CRAWL SPACE ACCESS PANEL24X36 riT\ BITUMINOUS FOUNDATION ~ DAMPPROOFING: SPRAY OR ROLLER APPLIED. r7<i\ PERFORATED DRAIN IN 314" ~ CLEAN GRAVEL WRAP WITH GED TEXTILE FABRIC (I}) METAL ROOF: 314" X 2.86" X 24 GA. CORRUGATED C.R. STEEL ROOFING. C!I) HARD/-PANEL SOFFIT WI CEDAR BATTENS AT SEAMS AND EDGES. (PAINT HARD/, COLOR BY ARCHITECT) @) INTERIOR CUSTOM SLIDING PANEL: OVERHEAD BARN OOOR HARDWARE. STEEL FRAME FACED WITH 112' THICK BLACK FACED ACOUSTIC BLANKET. 1 X 6MAPLE PLY@ 1:1 SPACING. (!!) WEA THERSTRIPP/NG , THRESHOLDS & SEALS : EXTERIOR DOOR TD HAVE WEA THEA SEALS AS PER INDUSTRY STANDARDS. THRESHOLD TO MEET ADU REQUIREMENTS. INTERIOR DOOR TO HAVE SMOKE SEALS AT ALL JAMBS TO MINIMIZE SOUND TRANSMISSION. rD7\ PLASTIC GLAZING: WOOD FRAMING ~ WITH "POLYGAL " TRANSULCENT INSUlATING GREEN HOUSE PANEL ON BOTH SIDES. PAINT STUDS SILVER BEFORE INSTALLING POLYGAL ATTACH TO STUDS WITH SQUARE DROVE SCREWS WITH BEAUTY RINGS. SEAUCAULK INTERIOR FACE ONLY. SEAL TAPE AND MECHANICALLY FASTEN EXTERIOR. (8 .7.1) ~Tf'J['Jfo~/'(Jl;(;'1JZlf!i"JL~t}M /S FREE OF WALL DUE TO SKEW. @ ACOUSTIC CEILING: 1" THICK TECTUM, NATURAL COLOR, MECHANICALLY FASTENED. (ALL INTERIOR CEILINGS). @) METAL FLOOR GRATE : MCNICHOLS PERF-0 GRIP PLANK STAIR TREAD 1112" X 12" X 36". @]) MECHANICAL: GAS FIRED STOVE WITH THERMOSTAT Fl.UE & TERMINATION THROUGH IMAII CONSTRUCTION ASSEMBLIES F-I EXTERIOR SI.AB CONST. REINPORCEO • BROOM FINISH AS INDICA TED • CURE & SEAL COA TJNG • CONCRETE SLAB (THICKNESS & REINFORCING PER STRUCTURAL) • SLOPE AS PER ARCH PLANS -4" AGGREGATE BASE COURSE • PREPARED SUBGRAOE (PER GEOTECH REPORT} F-2 INTERIOR FRAMED FLOOR • FLOOR FINISH AS INDICATED •314n PLY • FRAMING PER STRUCTURAL$ • R-{30 BATT INSULATION R-1 ROOF CONST. {EXTERIOR} • •s" PROFILE RAW METAL ROOF, 24 GA., EXPOSED FASTENERS (NATURAL RUSTING PROCESS) • "TTTANIUM UDL-30 " SYNTHETIC ROOFING UNDERLA YMENT • 6112" POLYURETHANE FOAM SIPS PANELS: R·41 • 5116" FJBER CEMENT SOFFIT PANELS, SMOOTH FJNISH, FACTORY PRIME, PAINT ON SITE (HARDI-PANEL DR EOUAL) •1 X2CEDARBATTENSATROOF PERIMETER AND AT SOFFIT SEAMS • GLULAM STRUCTRUAL BEAMS PER STRUCnJRAL DRAWINGS R·2 ROOF CONST. {INTERIOR) SAME AS R-1 TO B.D. SIP PANEL • PAINT PERIMETER AREAS OF SIP PANEL TO BE LEFT EXPOSED PRIOR TO INSTALLATION OF 1" TECTUM PANELS • HOLD TECTUM AWAY FROM ALL EDGES PERRCP W·l BELOW GRADE CONCRETE WALL CONST • • GEOTECH FABRIC • WASHED GRAVEL WI PERF. TRENCH DRAIN • 2 318" RIGID INSULATION • BITUMEN DAMPROOFING • CAST IN PLACE CONCRETE WALL PER STRUCTURAL$ W·2 EXTERIOR WALL CONSTRUCTION • 4" LAP VERTICAL CEDAR SIDING (LAY WI 118" SPACE BTW BOARDS), PAINTED FINISH TBD • BLACK WRAPSHIELO • 6 112" POLYURETHANE FOAM $/PS PANELS: R-4 1 • 112" GWB, SKIP TROWEL FINISH • PAINT W•3 EXTERIOR WALL CONSTRUCTION • RANDOM 1 X6, 1 XB, 1 X 10 HORIZONTAL WOOD SIDING WITH 16 d nail space • 1 x 4 NAILERS @ 24" O.C., PAINT BLACK • BLACK WRAPSHIELD • 6 112 "POLYURETHANE SIP R-4 1 • 112" GWB, SKIP TROWEL FINISH • PAINT W·4 CLOSET WALL CONST. • 518" GWB, SKIP TROWEL FINISH • 2 X 4 WOOD STUDS @ 18" O.C. • 3 112" SOUND ATTENUATION BATTS • 518" GWB, SKIP TROWEL FINISH W-6 RECORDING CTRL ROOM WALL CONST. • 518" GWB, SKIP TROWEL FINISH • 2 X 4 STAGGERED STUDS ON 2 X 6 PLATE • 3 1 12'' SOUND ATTENUATION BATTS • 518 " GWB, SKIP TROWEL FINISH A4 ARCHITECTS LLC ,00 NORTH THIRD STREET SUITE 201 CARBONDALE COLORADO 61623 970.963.6760 PU 970 I 963.6761 ....... e4erc.co• CRMS MUSIC REHEARSAL SPACE Colorado Rocky Mountain School 970.963.2562 II crms.org Date Issued For 1.28.11 REV 1 FOR SIPS 6.14.10 CD ISSUED 4.30.10 CD@ 50% Project No.: 1002 Drawn By: oWb~ First Floor Reflected Ceiling Plan A 3.1 FACE OF WALL CAP FLASHING '\ \,~ :1-J 41 =w l J lJJ= J, 112'·4'1 L I 2'-8" ,1· C-WA-3030 ! ~1 E 3'-0" r C-WA-3630 1 LJ! ' ' ' ' ' ' I I I I I II I I I I ll l ' [[j] ~ ~ ' ' ' ' i ~.' ' __________ J ' I f""!~ I r---------, ' ' ' ' ' ' '' ' ' ' ' MECHROOM ' 1-' ' ' 1-' BEYOND '' ' ' v '_l r--:1 ' ' ' ' ' ' r--;2 ' ' ' ' ' ~ ~ '' ' ' ' ' ~ '' ' ' ' I ' ' \-/ \-/ ~ ' ' ' ~~ ' ' '' ' ' T ' ' ' ' ' ' ' ' ' ' ' ' ' ' "" 1----------------------------------------------------------------------------- ' --1 ' ' ' ' ' ' ' ' ' ' r---------------------;;---~--- ' ' ' ' 1 I I I I I f-.J _____ ----------------------------------------------------------------------------~--.. ,. ____ -------J- ' ..._ - ---- ----- ----- - --- - - - - - --- - - - - - - --- - -- --- -- - - - - - - - - - - - - - - ---- - - - - -- -- -- --- - - - -- - - - - - -.J_ - - -- - - - --- - --- - North Elevation SCALE: 114" = 1 '-D' '!" T.U. WALL .J... 100'-011 BLAB ~ 97'-4" T.O. FTG SOLID PAINT, CDLDR TBD 1-ot::.lt-7 I L-.rkhe? I {A.tdm.tt ~ rd zooq r::r; e, Sev/7tJm.. , o o 8 0 (8) C: OF GLULAM YcEOFWAL~ 3 4 I ' I ' / ~: ====J /~ =~~==qj'] ~:~, ' ~ ' ' 1 I : I ::I : I : I I 1 1 I 11 I 1 I 1 I I I I I II I 1 I I I I I 1 I 11 I 1 I 1 I ~ ~ .: •• --------------------------_:_:_ r -------------------------------~ ~ ~--------------• --• ----------.:.I I I~-: ---~~lii-~~r,:0=<''4'.~"'f?'Gc--·--- L _ • ______ -_____ - -----• -- --•• -• --- -~ --•• -- - - --- - - - - --- - - --- -- - - - - - - --.J --- - -•• -- - - ---- - -•• __ • _ • ---- - -• ..L ----• -I 3'-D" l C-WA-3630 r LJi ® INTERIOR FIXED WOOD WINDOW INSULATING 4 '.fi" t • <o _, "' ·~ C-WAP-3624 I mEDI / / / / / / / ' ' ' ' ' ' ' C-WC-3854~ South Elevation G0r----------------------v SCALE: 114"= 1'-0" I FIXED I I FIXED I I FIXED I ' ' ' ' ' ' ' / / / / / / / -~ ' <o _, <o ·~~ 1 '-611 1C-WCPt872 IP"'""ii' -r C-WA-1824 L..-tttivt-tJ~tAf-..L.rft~»"-rer ~ "'1 .:J:-& c, tAtA-fl f-er I 2-- @ EXTERIOR FIXED c CLAD WOOD WWDOW INSULATING LOWE ®DIRECT SET DOUBLE GLAZED CLEAR GLASS INSTALLED AT ANGLE 0 EXTERIOR AWNING & FIXED CLAD WOOD WINDOW FACTORY ASSEMBLED AS A SINGLE UNIT INSULATING LOWE NOTE: SIERRA-PACIFIC WINDOW MANUFACTURER Window Types SCALI:: 1!4" = f'-U' L- A B ' ' ' 12 1.34 ' ' ' ' I 1 I I ------,..J.-.1-----------------------------------------L.C...,.-- ' ----------------1..------------------------------------------_____ .J West Elevation ~~---------------- \_J SCALE: 114" = 1'-0" 7.4 .1 A : ' ' ' ' ' ' ' ' ' ' ------------------- ----------------------------------L '-r-- ' ' L.------------------------------• --------------•----•-----••-----••• .J East Elevation SCALE: 114" = 1 '-0" ~h;fff j7d j!IH/j __t:IJC..-C./.// $d JCc/ .$1'~/ _r /)?.) -?-OD 3 b _, " INTERIOR FIXED POL YGAL GLAZING G2 SITE FLA HED AND IN TALLED CLERESTORY FACTORY CUT AND EDGED AS TWO UNITS MANUFACTURED "H" JOINT TO BE SITE ASSEMBLED $TEV~YA!I ~$QNS WALLS BASE FLOOR 0 P-1 P-2 ROOM FINISH KEY INDICATES WALL FINISH WITHIN ROOM INDICATES BASE WITHIN ROOM INDICATES FLOOR FINISH WITHIN ROOM NO FINISH REQUIRED INTERIOR PAINT on GWB/HARDI WHITETBD GLOSSY PAINT on STL, COLORTBD WB-1 HARD/ PLANK BASE, PAINT TO MATCH WALLS WD WOOD FLOOR C CARPET TILE FLOOR FINISH MATERIALS WOOD FLOOR : EGO TIMBER ECOBAMBOO: WOVEN HONEY PREFINISHED SOLID CARPET TILE: FLOR HOUSE PET SERIES, COLOR TBD KEYNOTES ~ CONCRETE FORM@ POST. 12" DIAMETER CIRCLE FILLED WITH PEBBLES TO MAKE IT LEVEL WITH CONCRETE (R) CORE DRILL OR 4 ' DIAMETER PVC CASE-IN CONCRETE TO 12" X12"GRAVEL "BASIN". @) 4 ' DIAMETER STEEL PIPE COLUMN (SEE STRUCTURAL) GD ARCH. WOODWORK: WIDE WINDOW SEAT. STORAGE BELOW. @ 1~J~cf~k~fTfg ~¢~LJ: WITH APPROPRIATE MECHANICAL FASTENERS. METAL FORGED COATIBACKBACK HOOKS BY OWNER. (H) SOLID 514 MAPLE SILL @) CRAWLSPACEACCESS PANEL24X36 ~ BITUMINOUS FOUNDA DON '-.!."..'J DAMPPROOFING: SPRAY OR ROLLER APPLIED. ~ PERFORATEDDRAININ314" ~ CLEAN GRAVEL WRAP WITH GEO TEXTILE FABRIC (ZD METAL ROOF: 314" X 2.66" X 24 GA. CORRUGATED C.R . STEEL ROOFING. CI!) HARDI-PANEL SOFFIT WI CEDAR BATTENS AT SEAMS AND EDGES. (PAINT HARDI, COLOR BY AfiCHITECT) C!D 'tJffPi~~~#ff:/ifrl/iJ..CJ::Jc;ooR HARDWARE. STEEL FRAME FACED WITH 112" THICK BLACK FACED ACOUSTIC BLANKET. 1 X 6 MAPLE PLY@ 1:1 SPACING. @) WEATHERSTRIPPING, THRESHOLDS & SEALS: EXTERIOR DOOR TO HAVE WEATHER SEALS AS PER INDUSTRY STANDARDS. THRESHOLD TO MEET ADU REQUIREMENTS. INTERIOR DOOR TO HAVE SMOKE SEALS AT ALL JAMBS TO MINIMIZE SOUND TRANSMISSION. ~ PLASTIC GLAZING: WOOD FRAMING ~ WITH "POL YGAL" TRANSULCENT INSULADNG GREEN HOUSE PANEL ON BOTH SIDES. PAINT STUDS SILVER BEFORE INSTALLING POLYGAL. ATTACH TO STUDS WITH SQUARE DROVE SCREWS WITH BEAUTY RINGS. SEAL/CAULK INTERIOR FACE ONLY. SEAL TAPE AND MECHANICALLY FASTEN EXTERIOR. (8.7.1 ) PLASDC GLAZING: WINDOW WILL RUN UP TO CEILING ONCE GLULAM IS FREE OF WALL DUE TO SKEW. Cff) ACOUSTIC CEILING: 1" THICK TECTUM, NATURAL COLOR, MECHANICALLY FASTENED. (ALL INTERIOR CEILINGS). CEIJ METAL FLOOR GRATE: MCNICHOLS PERF-0 GRIP PLANK STAIR TREAD 1112'' X 12" X 36". @ MECHANICAL: GAS FIRED STOVE WITH THERMOSTAT FLUE & TERMINATION THROUGH Ul~' I A4 ARCHITECTS LLC 100 NORTH THIRD STREET SUITE Z01 CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 www.e41!1rc.aom CRMS MUSIC REHEARSAL SPACE Colorado Rocky Mountain School 970 .9 63.2562 II crms.org Date Issued For 6.14.10 CD ISSUED CD@ 50% Project No.: 1002 Drawn By: bz!oe Exterior Elevations A 4.1 ; @ @ I ~HELF SUPPORT BRACKET I LOCATED ON GRIDS 4 AND 5 CAP FLASHING }------""::_" ---+-------------'2~'.()~"------------t:=!==tiX -IX f----'---1 --t=iXJ:j(j()(j()()(j()(j()()6\ J\ J( X I I ~ >< ~I /-400 lb BOX TRACK. '/ 0 ~ vARIEs L i J3• L • i i .Jot 'tfr.%SJg~·g:,rgE1flr~'/Js A242 VARIES V~ ~X) 0 6 1121' MIN . 1 i (1\ SOUTH EAVE \ ) SCALE: 1 112" = 1 '..0" - ·INTERIOR COAT/Nr; AS INDICATED • 518" GYPBRD TAPED & PAINTED • 2 X 4 FRAMING @ 16" 0. C. • 3 112" SOUND ATTENUATION BATTS • SfBU GWB W-3 CLOSET WALL CONST. -2 X 4 1 112" = 1'-0" . 0_--() -.6 · D . -o A - -.c;. ... L LJ • BROOM FINISH AS INDICATED • CURE & SEAL COATING • CONCRETE SLAB (THICKNESS & REINFORCING PER STRUCTURAL) • SLOPE AS PER ARCH. PLANS • 4" AGGREGATE BASE COURSE • PREPARED SUBGRADE (PER GEOTECH REPORT) -·-r;-·a F-1 EXTERIOR SLAB CONST. REINFORCED 111 ,x,>v< ' :~:;I---HANGERS WI MOUNTING PLATE '" xxxx ,. MCMASTER·CARR#1200A11 -t--------------------------------------------------------------r-------------------------------------------------------------~ 8''/ I 8" [---.. 1 __ _ L -----------------------------------------: ' "'-KNIFE PLATE ' ' ' :· : ~ 1/2" STEEL PLATE 'f) ~ STLCAP sn co :uJN& CAPITA : il I 0 . ---:----' ' ' ' -I I - ' ' ' ' ' ' ' ' ' ' 5" '--- ~ WESTELEVATION / 3 \ STEEL COLUMN @ PORCH F-1 " . - SCALE: 1" = 1 '·0" '------;v&:Jdj D-• -c ISOLA nON FILLER S'miP 00 A F-2 FLASHING ~v-C)·._, 1 •• cv, "-'"r;x:v1 ' 1'----'---~~-- .0 " .0 - -<X'x " i> ('XX " -" WALL CONDITION @ ENTRY SCALE': 1 112" = 1'·0" GLULAM PER STRUCTURAL$ ~l------,-1 ----l/'(,l ~~ A- 1 3 112' k'> 1-1.__." .r-H--~g CHINKEDJOINTWITH_/ <~x BACKINrJROO , ~x. KXXO< W'2)---H-fi~9'(79'9'~2'Jtf, t% g 1X SIDING_""-._ Gl?Q< (X PER ELEVATIONS '"-, ;x (x ~ X (X 0\;x,(x V,()')( V'0 0 ~ y tz~ W3(>---UJH~V'v'79~/'v'+ttf-r 114 x 12" HARD/ SOFFIT ~ (5 BASEBOARD· TYP. 1 X RAINSCREE~-----------.... PER ELEVATIONS XX)< X: ""' ~ rx; l[j " '--' ;; f : .~~c_~·~· --r ??~ 1 ·p _ -. -· \ PTSILL <w~ 7: • . - ~ ~ -0·-- -..--d ~~ i -_--" ~ ~ [) 0: - I \(.,(' -- ~ll(~l:__------'-_- 0 TYP. WALL SECTION SCALE: 1 112" = 1 '·0" - ~· >< • 518"GWB • 2 X 4 STAGGERED STUDS ON 2X6PLATE • 3 1/2" SOUND ATTENUATION BATTS • 518" GWB RECORDING CTRL ROOM WALL CONST. W-4 ~~~-------------------1 112 " = 1 '·0" • "5 " PROFILE RAW METAL ROOF, 24 GA .. EXPOSED FASTENERS (NA TURAL RUSTING PROCESS) • ''TITANIUM UDL-30 " SYNTHETIC ROOFING UNDERLA YMENT • 6 1/2" POLYURETHANE FOAM SIPS PANELS : R-4 1 .... / • 5116" FIBER CEMENT SOFFfr r~~~~~m~';--_~~i~~i~PANELS, SMOOTH FINISH, ~.x. x , ><X~ FACTORY PRIME, PAINTON SITE t88v-~v-~x~ >~"SSYBx' > (HARDI-PANEL OR EQUAL) x.x.xy< '-> • 1 X 2 CEOAR BATTENS AT ROOF X)O<X ~)0« (', ;(< ~~~'!JfiERANDATSOFFIT QQlX:50 "x • GLULAM STRUCTRUAL BEAMS 20( h PERSTRUCTURALDRAWINGS ~~ - EXTERIOR ROOF CONST. R-1 r-~------------------t 112" = 1'-0" -.. --~(X Y':""' ·' " SAME AS R-1 TO 8 .0 . SIP PANEL • PAINT PERIMETER AREAS OF SIP PANEL TO BE LEFT EXPOSED PRIOR TO INSTALLATION OF 1" - ---------------TECTUM PANELS • HOLD TECTUM AWAY FROM ALL EDGES PER RCP INTERIOR ROOF CONST. R-2 r-----------'-'---=------- tt/2"= 1'·0" W- • FLOOR FINISH AS INDICA TED •314" PLY • FRAMING PER STRUCTURAL$ • R-30 BATT INSULA TIDN )( )~,J ( ) [ I F-2 INTERIOR FRAMED FLOOR 1112"= 1'-0 11 .D ·c. [) - ·0 • GEOTECH FABRIC • WASHED GRAVEL WI PERF. TRENCH DRAIN • 2 318 " RIGID INSULATION • BITUMEN OAMPROOFING • CA ST IN PLACE CONCRETE WALL PER STRUCTURAL$ W-1 BELOW GRADE CONCRETE WALL CONST. REINFORCED 1 112" = 1'-0" W-2 • 4 " LAP VERTICAL CEDAR SID ING (LAY Wl118" SPACE BTW BOARDS. FINISH PER SCHEDULE) • 1 X NAILERS • 6 112'' POLYURETHANE FOAM SIPS PANELS : R-41 • 112" GYPBRD TAPED & SKIP TROWEL FINISH ·PAINT W·3 • 1 X 8, 1 X 8, t X 10 HORIZONTAL WOODS/DING • 1 X 4 NAILERS @ 24" O.C .. PAINTED BLACK • BLACK WRAPSHIELD BY VAPROSHIELD. COM • 6112" SIP ·112" GWB AS ABOVE EXTERIOR WALL CONST. W-3 ~~~--------------1 112" = 1 '·0" CONSTRUCTION ASSEMBLIES F·1 EXTERIOR SLAB CONST. REINFORCED • BROOM FINISH AS INDICATED • CURE & SEAL COATING • CONCRETE SLAB {THICKNESS & REINFORCING PER STRUCTURAL) • SLOPE AS PER ARCH . PLANS • 4" AGGREGATE BASE COURSE • PREPARED SUBGRADE (PER GEOTECH REPORT) F·2 INTeRIOR FRAIIED FLDOR • FLOOR FINISH AS INDICA TED • 314 " PLY • FRAMING PER STRUCTURAL$ • R-30 8A TT INSULATION R·l ROOF CONST. {EXTERIOR) • "S" PROFILE RAW METAL ROOF, 24 GA., EXPOSED FASTENERS (NATURAL RUSTING PROCESS) • 'TITANIUM UDL-3I!" SYNTHETIC ROOFING UNDER LA YMENT • 6 112• POLYURETHANE FOAM SIPS PANELS: R-41 • 5116" FIBER CEMENT SOFFJT PANELS, SMOOTH FINISH, FACTORY PRIME, PAINT ON SITE {HARDI-PANEL OR EQUAL) • 1 X2CEDAR BATTENSATROOF PERIMETER AND AT SOFFIT SEAMS • GLULAM STRUCTRUAL BEAMS PER STRUCTURAL DRAWINGS R-2 ROOF CONST. (INTERIOR) SAME AS R·1 TO B.D. SIP PANEL • PAINT PERIMETER AREAS OF SIP PANEL TO BE LEFT EXPOSED PRIOR TO INSTALLATION OF 1" TECTUM PANELS • HOLD TECTUM AWAY FROM AL L EDGES PERRCP W-1 BELOW GRADE CONCRETE WALL CONST. • GEOTECH FABRIC • WASHED C>RAVEL WI PERF. TRENCH DRAIN • 2 Ml" RIGID INSULATION • BITUMEN DAMPROOFING ·CAST IN PLACE CONCRETE WALL PER STRUCTURAL$ W.2 EXTERIOR WALL CONSTRUCTION • 4 " LAP VERTICAL CEDAR SIDING (LAY WI 118" SPACE BTW BOARDS), PAINTED FINISH TBD • BLACK WRAPSHIELD • 6 112 " POLYURETHANE FOAM SIPS PANELS : R-41 • 112 " GWB , SKIP TROWEL FINISH ·PAINT W·3 EXTERIOR WALL CONSTRUCTION ·RANDOM 1 X 6, 1 X 8, 1 X tO HORIZONTAL WOOD SIDING WITH 16 d nail space • 1 x 4 NAILERS @ 24" O.C .. PAINT BLACK • BLACK WRAPSHIELD • 6112 "POLYURETHANE SIP R-4 1 • 112 " GWB, SKIP TROWEL FINISH ·PAINT W-4 CLOSET WALL CONST, • 518 " GWB, SKIP TROWEL FINISH • 2 X 4 WOOD STUDS @ 16'' O.C. • 3 112 ' SOUND ATTENUATION 8A TTS • 518 " GWB, SKIP TROWEL FINISH W-5 RECORDING CTRL ROOM WALL CONST. • 518 " GWB, SKIP TROWEL FINISH • 2 X 4 STAGGERED STUDS ON 2 X 6 PLATE • 3 112 " SOUND ATTENUATION 8A TTS • 518 " ClWB , SKIP TROWEL FINISH A4 ARCHITECTS LLC 100 NORTH THIRD STREET SUITE 201 CARBONDALE COLORADO 8,623 970.963.6760 FAX 970.963.6761 www.s4erc.c o• CRMS MUSIC REHEARSAL SPACE Date Issued For 1.28 .11 REV 1 FOR SIPS 6.14.10 CD ISSUED Apr.2.09 Is sued For Project No.: 81 0 Draw n By: BZIDD Details & Construction Assemblies A5.0 ~ 109'·4" T.O. PLATE T.O. FTG -~"~1~0~5'"1·4;,." .-..,.--- '/' T.O . PLATE ~ 100'·0" T.O. PLY ~ 97'·4 11 T.o. FTG s 112·4" t.o. WALL ~ 100'-()" ~ 971-4" T.O. FTG I ~ 8 I REHEARSAL SPACE cp 8 ( I I I I I • • f-- I (i!l I I A I I . . . • . . '' ' ' ' ' ·,, ! ' ·. i IV\ r7\ll~ lbJf 7YP REHEARSAL SPACE Section 5 COXPLYWD D Section 1 SCALE: 1/411 = 1'·0" PAINT VERTICAL SIDING SOLID, PEARL OR SEMI-GLOSS, TBD (~ ~ I I I I I I I I . . • I • . • . . • . • . • . I . • . . . . • I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~ 8.5) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' l RECORD/t G _1 _1 I CONTROL ROOM WY\NW\f'v. Y\t'>i. \{\{\(\N'I'b tY\IWli\N.' NYV\, Section 2 SCALE: 114" = 1 '·0" B SCALE: 114" = 1'·0" ,. /V\N\/V\1\, j, 100'·0" .0. PL Y ~~ j, 97'·4" -..,.-! I.....LL,I: ~,) 'f' T.O FTG ~7.1.1 Section 4 B SCALE: 1/4" = 1'·0" CAULK _/ I DHESIVE FLASHING __/ TYP ALL SlOES OF ALL OPENINGS 112" POL YGAL __ ,- I·/.·? ~ l TECTUM ~ 112" POLYGAL PLASTIC GAZING HEAD DETAIL RAINSCREEN SIDING DHESIVE FLA HING TYPALL IDES OF ALL OPE INGS 1.'.1" POL YGAL SCALE: 3'1 ;;;;; 1'-G'1 -1.'.1" POL YGAL PLASTIC GLAZING JAM DETAIL SCALE: 3" = 1'·0" PAINT STUDS SILVER 112" POLY GAL ADHESIVE FLASHING (BEHIND MTL . FLASHING) TYPALL SlOES OF ALL OPENINGS 1 J·BEAD @GWB PLASTIC GLAZING SILL DETAIL SCALE: 3" = 1 '·<r ..... I ~ '= @ ~ f-t-I I I I I I f-- ~ / 1/ 2 RAIN SCREEN MANU- FACTURERS DRIP 1 VERTICAL \ NAILER \ 1""--SIP J·BEAD@ GWB WINDOW HEAD DETAIL SCALE: 3" = 1 '..()" \ ADHESIVE FLASHING (BEHIND MTL. FLASHING) TYP ALL SIDES OF ALL OPENINGS 2 3 I ' I I I I WINDOW JAM DETAIL WINDOW SILL DETAIL SIP J-BEAD@ GWB DRYWALL RETURN INS. FOAM TYP.@ WINDOW PERIMETER CAULK SCALE: 3" = 1 '·0" INS. FOAM TYP.@ ,-----WINDOW PERIMETER SOLID 514 MAPLE SILL J·BEAD@ GWB SHIM AS REQ'O SCALE: 3" = 1 '-0 11 G] I I I I ~ ' I v ~ / l\ v 3 4 Interior Elevations @ Recording Room SCALE: 114" = 1'·0" SCALE: 114" = 1'·0' A4 ARCHITECTS lLC 100 NORTH THIRD STREET SUITE 201 tARBOMDALE COLORADO 81623 970.963.6760 IAI 970.963.6761 www.a4arc.c:o• CRMS MUSIC REHEARSAL SPACE Date Issued For 1 .28.11 REV 1 FOR SIPS 6.14.10 CD ISSUED Apr.2.09 Issued For Project No.: 810 Drawn By: B~O Building Sections A 5.1 Copyright @ 20 10 KW, Inc. e'fe!A-kok )o1/s fle(~ fZv!uiieJ. /f( ~11-'\ 1 n 1 rwh tJYl • .. TYPE 8 GENERAL NOTES PROJECT DESCRIPTION 1. Project consists of a 1 story building with crawl space and continuous spread footings. Wolf construction is typically SIP panel wolfs on concrete stem walls. Roof construction is glulam beams supporting SIP panels. 2. This description is for general orientation only. The Contractor is responsible for all scope Items described in the drawings and specifications as well as for all material and labor that con reasonably be inferred there from. GENERAL APPLICATION 1. These drawings must be used in conjunctio n with the architectural drawings on the project to clearly define all requirements for construction. 2. No Contractor should attempt to bid nor construct any portion of this project without consulting the project architectural, mechanical, and electrical specifications, and/or Generof Notes. 3, These General Notes are intended to function as the structural portion of project specifications. 4. All things which, in the opinion of the Contractor, appear to be deficiencies, omissions, contradictions or ambiguities in the drawings shall be brought to the attention of the Structural Engineer. Correctio ns or written interpretations shalf be issued before affected work may proceed. 5, The Contractor shall fnform the Structural Engineer, clearly and explicitly in writfng of any deviation or substitution from requirements of the contract documents. Contractor shall not be relieved of any requirement of the contract documents by virtue of the Structural Engineer's reviaw of shop drawings, project data, etc., unless the Cont ractor ha s clearly and explicitly Informed the Structural Engineer In writing of any deviations or substitutions at time of submission. DESIGN CRITERIA 1. Building Code: IBC 200J 2..00"' 2. Wind Loading: 2.1. Basic Wind Speed = 90 MPH 2.2. Wind Importance Factor, 10 = 1.0 2.3. Exposure Category: 8 2.4. GCpl = 0.18 2. 5. Wind base shear: fast/West North/South J.O K 4.8 K 2. 6. Wind design pressure for components and cladding = 20 psf (based on area of fOOsf) 2.7. Wind design pressure for upfift = 20 psf 3. Seismic Loading: 3.1. Seismic Importance Foetor, 1£ = 1.0 3.2. Occupancy Category = II J.J. Mopped spectral response acceleration: 3.3.1. Ss = 0.386 J.J.2. s, = 0.077 3.4. Site Class = B 3.5. Spectral response coefficients: J.5.1. S0 s = 0.258 J.5.2. s., = 0.051 3.6. Seismic Design Category = II J. 7. Basic seismic force resis ting syste m: Concrete Shea r Walls 3.8. Response modification factor{s), R = 4 3.9. Seismic response cotJfficient(s), Cs = 0.064 3.10. Analysis procedure used: Equivalent Lateral Force Procedure 3.11. Seismic Bose Shear: East/West North /South 2.8 K 2.8 K -4. Gravity Loading: 4.1. Snow Loads 4.1.1. Ground Snow Load: Pg = 40 psf according to the Carbond ale Buifding Department on 06/02/2010. 4.1.2. Imp orta nce Foetor: I = 1.0 4.2. Live Loads: minimum uniform and concentrated five loads as well as partition load s and applicable live load reductions ore determined according to Section 1607 of the IBC. FOUNDATIONS 1. ~2. J. 4. 5. 6. 7. 8. Sp ecific soils investigation was not performed for this building. Foundation design based on adjacent Colorado Rocky Mountain School buildin9 so!Js reports for dormotories doted march 25, 2ot0, and Humanities Cla ssroom building doted August 28, 2002, both performed by HP Geotech. Geotechnical Engineer Is sole judge of suitability of underlying material to support foundations and shofl approve bearing material before foundation Installation . Bottom of exterior footings , grade beams and wolfs shall bear a minimum 36• below final exterior grade for frost protection. A./I fill material shall be co mpacted in accordance with recommendations of soils report. Foundation wofls having earth pla ced on each sfde shall hove both sides filled simultaneously to maintain o common elevation. Provide shoring and protection from the elements for excavation bottoms and sides as required to promote safety, prevent caving and washing and to prevent undercuttfng of footings after they have been placed Contractor shall provide continuous site drainage by a mechanical method to control surfac e and undergrou nd wa ter as required to maintain a dry workin g sita. Coordinate foundation drainage and water proofing requirements (perimeter drains, underslob drains, water proofing, etc) with Architect, Plumbing and Civil drawings and the Geotechnical report. Foundation des ign does not consider force s due fo hydrostatic pressures . Proper drainage is required to prevent such forces. CAST -IN-PLACE CONCRETE J. Min imum concrete compressive strength at 28 days and un it weight: ELEMENT STRENGTH, PSI WfiGHT1 PCF Unles s Noted Be low 4000 145 Footings 3000 14 5 Wall s 3000 145 Slab s on Grade 4000 145 2. Concrete shofl not be placed until reinforcing and embedded items have been ins pe cted by the owner's independent i nspection agency and/or the special inspector. 3. Concrete Materials 3.1. Portland Cement: ASTU C150, Type I or Type II. Type Ill may be used if acceptable to the Architect. Use only one manufacturer {and type) of ceme nt throughout the Project {except use only Type V cement for drilled piers in con tact with hig h sulfate content soils). 3.2. Fly Ash: ASTM C618, Class C or F 3.3. Aggregates: Provide aggregates in conformance to A.CI 301 and ASTM C3J. Provide aggregates from same source and suppfier as used in the concrete mix design. 3,3,1. Pea Grovel: Washed clean, hard, rounded gravel conforming to ASTM C3J except graded for 90% pas sing the ,Y8 inch screen and 90% retained on the X" inch screen. Use pea gravel only when acceptable to the Architect/Engineer. 3.4. Wat er : Potable. 3.5. Admix tures: All concrete shall contain water reducin9 admixture or high range water reducing admiJtture. J.5.1. 3.5.1.1. 3.5.1.2. 3.5.1.3 . 3.5.2. J.5.2.1. J.5.2.2. J.5.2.3. 3.5.3. 3.5.3.1. J.5.J.2. J.5.J.J. 3.5.4. Water Reducing Admixture: ASTAI C4-94-, Type A (water reducing-normal set), or Type 0 (water reducing and retarding admixture) containing no chloride ions added during man ufacture. "Euco n WR-75'" by the Euclid Chemical Co . •Piasto crete 161" by Sika Chemical Corporation "Polyheed" by Moster Builders. High Range Water Reducing Admixture (Super Plasticizer}: ASTM C494, Type F or G (Super Plasticizer with retarder), containing not more than 0.1% chloride io ns . '"Eucon 37" by the Euclid Chemical Co. •sikoment" by Siko Chemical Co rporation •pozzollth 400-N• by Mo ster Builders Nonchlorlde Accelerator Admixture: ASTM C494, Type C (Acc el erating only) or E {Water and accelerating admixture) containing not more than 0. I ;r chloride ions. •Accelg~ard 80" by Euclid Chemical Co. '"Daraccel• by W.R. Grace & Co. •pozzolith-NC534• by Ma ster Builders Air Entrainlflg Mmlxture: ASTU C260. ACI JOt for all co ncrete fJSeQ for vehicular traffic and parking or conc rete permanently exposed to the weather. 4. Reinforcing: 4.1. Bars: ASTM A615-grade 60. 4.2. Welded Wire Fabric: ASTM A185 5. Clearance between reinforcing and concrete surfaces~ 5. 1. Required concrete cover for non-fire-rated assemblies: 5.1.t. Unformed: J• 5.1.2. Formed and exposed to weathe r or earth: 2• 5.1.3. Formed but not exposed to weather or earth: 5.t.J.1. Walls, Slabs: .v,• 6. Earth formed trenchas may be used for footings only. 7. Unless noted, provide continuous reinforcing around corners and through: construction joints and joints between all obuttrng members. 8. Provide standard hooks on bars terminating at a concrete face unless noted I.e.: edges of openings, slob edges, expansion joints, ends of beams, and ends of walls, etc. 9, Unless noted otherw is e, provide (2) /5's at each side of open in gs . Extend 2'-o'" beyond edges of opening. 10. Unless noted, splice continuous top and bottom bars in walls as fof/ows: Top bars at midsp an, bottom bars over support. 11 . Splice bars with contact laps unless noted otherwise. BAR SIZE SPLICE LENGTH /J 19" /4 25" /5 J1" 12. Splice welded wi re fabric by lopp ing one full mesh space pius 2•. 13. Dowel abutting concrete members together unless poured monolithically. Dowels shall be equal In size and sp acing to the reinforcing In th e supported member. 14. Refer to architectural drawings for concrete finishes. 15. Concrete mix designs : 15.1. Submit written reports of each proposed concrete mix not Je ss tha n 15 days prior to the start of work . 15.2. 15.3. 15.4. 15.5. 15.6. 15.7. 15.8. 15.9. Mix designs, Including water ce ment ratios and slumps , shall be prepared In acco rdance with ACI JOT. Cement shofl conform to A.STU C 150 Type I. Normal weight aggregate shall co nform to ASTM CJ3. No admixture s co ntaining colcfum chlo r ide shall be pe r mitted in any concrete. Maximum aggregate size shall be: % • for durisol wolf s, g'l • for formed elements and ~" for slabs on grade. Water reduc ing ad mixture shall be used in off concrete. Air entraining admixture in accordance with ACI 301 shalf be used in all concrete exposed to freezing and thawi ng during either construction or servlce conditions. Concrete subjected to free zing/tha wing shall hove a maximum water /ceme nt ratio of .50 ond ~"all contofn tho amount of air entraining agent opoci fiod in ACI 301. 15.10. In no case shalf water/ce ment ratio exceed the following: f'c=JOOO psi 0.60 max. w/c ratio 1',=4000 psi 0.50 mox . w/c ratio 16. Curing: 16.1. Liquid type, membrane forming curin g compound, conforming to ASTM CJ09. use Type I, Closs A compounds. 16.2. Curing compounds sho uld not be used on surfaces that ore to receive additional concrete, point, tile or other material requiring o positive bond unless the contractor ha s demonstrated that the membrane can be sotisfactorify removed before subsequent app lication is mode , or the memb r ane dissipates or can serve satisfactorily as the base for the late r application. 16.3. Curing shall be maintained for a period of 7 days in which the mean am bie nt temperature Is above 40 degrees Fahrenheit or until the concrete has attaine d l OX of the specified compressive streng th. 17. Hot Weather Pla ce ment: When depositing concrete in hot we ather, follow recommendations of ACI J05, The temperature of concrete at time of placement shall not exceed 90 degrees Fahrenheit. Protect to prevent rapid drying. Start finishing and curing as soon as possible, 18. Cold Weather Placement: When temperatures drop below 40 deg rees at any time during concrete placing and curing, the provisions of ACI J06 R-2, which addre sses the protection of co ncrete from freezing shoJI be followed. The following provisions are a guideline for cold-weather concreting procedures; however, they DO NOT repla ctJ nor supercede ACI-306. 18.1. Concrete miJt and mixin g procedures: 18.1.1. Whtt re use is dasired, a non-corrosivtt, non-chloride acc ele rating admixture may be used i n acco rdan ce with man ufacture rs printed Instructions. Admixtures containing calcium chloride SHAlL NOT BE USED UNDER ANY CIRCUMSTANCES. 18.1.2. Air entraining admixture in accordance with ACI-301 shofl be inc lud ed in any concrete subject to freezing and thawing during either construction or service co nditions. 18.1.3. Water and aggregate shall be uniformly heated to achieve the foll owin g temperatu res du r in9 mixing {Refer to ACI-306, Table 3.1). If air tempera ture is ... , then concrete temperature as mixed is ... Greater than 10· F; 60" F Between o· and 30· F; 65' F Less than 0' F; 70· F 18.1.4. Concrete slump shall be maintained at 4 inches or less. {Ref. AC/-306} 18.2. Concrete Plac ing: (Ref. AC/-306) 18.2.1. All snow, ice, and frost shall be removed so that it does not occupy space intended to be filled with concrete. Concrete shall not be placed on frozen subgrode, 18.2.2. 1B .2.J. 18.3. Concrete shall be placed at a tem perature not less than 55' F. Protectio n of concrete during curing: (Ref. AC/-306) 18 .J .1. Concrete shall be maintained ot o tempera ture not less than 55' F during curing, for the tim e duration specified below. Concrete that will be expo sed to little or no freezin9 and thawing in service or during construction, such as in foundations and substructures, sha ll be maintain ed at the curing temperature for: 18.3.1.1. Two days if made with Type I or II Cement. 18.3.1.2. One day if mode with type Ill cement, or accelerating adm ixtu re, or 100 lbs/yd of addition al cemant. 18.3.2 . Concrete that will be expose d to weather in service or during construction: 18.3.2.1. Three days If made •lfh Type I or II cement. 18.3.2.2. Trro days if mode with Type JIJ ce ment, or accelerating admixture, or 100 lb s/yd of ad ditional cement. 18.3.3. lnsulotfng materials for concrete protection are outlined i n ACI-306. 19. Tolerance for anchor bolts and other embedded Items shalf be in accordance with ACI Code of Standard Practice, Section 7.5. Note the specified tolerance applies to plan location of the item and i s not relative to locatio n within walls or footings. 20. Vapor retarder: polye thylene sheet, ASTM £154, minim um 8 mills th ick. 21. Welding of reinforcing Is prohibited. WOOO FRAMING 1. General 1.1. The contractor is expected to employ competent journeymen who ore knowledgeable with respect to "Conventional Cons truction Practices'" and nailing requiraments as present ed in the IBC. 2. Products: Unless note d otherwise on the drawing s or in the se note s, all wood framing shall have the followin g minimum properties {normal duration) and be at a mois ture content of 19% or less. 2.1. Studs : 2.1.1. Hem-Fir Stud Grode or better 0 16" o.c. 2.1.2. LSL Preman ufoctured Studs 0 16 " o.c. at contractor's option. 2.2. Light Froming{4x or le ss): 2.2.1. Spruce-Pine -Fir (SPF), No. 1/2: 2.3. Gluloms: Flexural Stress Compressi~e Stress Horizontal Shear Stress Modufus of Elasticity 875 psi 1150 psi 1J5 psi 1,400,000 psi 2.3. 1. Gluloms shofl be constructed In conformance with ANSI A190. J 2.3.2. Unless noted otherwise on the drawings, all g/uloms shall have the following properties: l. 2.3.2.1. Continuous Beams and Cantilevers: Designation Flexural Stress {Top and Bot) Horizontal Shear Stress Comp ression Parallel to Groin Tension Parallel to Grain Modulus of Elasticity (Flex) llodu/us of Elast icity (Axial) Bearing 24F-VB 2400 psi 165 ps i 1650 ps i 1100 psi 1,800,000 psi 1,600,000 psi 650 psi 2.3.2.2. Simple Beams : 2.J.J. 2.4. 2.5. Designation 2 4F-V4 Flexural Stress 2400 psi Other properties to match 24FV-8 See architectural drawings for appearance grading of members. Wood !-Joists: Where framing members ore noted 7JJ• use engineered wood /-Joists products by /Level (by Weyerhaeuser). Substitution of equal product Is acceptable upon submittal of equal by contractor and approval by structural engineer. 2.6. Structural Panels (Plywood or OSB): 2.6.1. Sheathing for roofs and walls shall conform to APA PS-1 standards. Lay panel with long dimension perpendicular to joists with short edges staggered. All panels shall be Exposure I, u.n.o . on plan. 2.6.2. Use the following panel grades and thicknesses: Element APA Span Rating (min) Floors (STURD-1 T&G) 24 oc Single Floor Shear Walls 32/16 Other Exterior Walls 32/16 Min Thickness 23/32 15/32 15/32 (in} 2. 7. Structural Insulated Panels (SIPs): 2. 7.1. Provide deferred submittal with stomped engineered ca lculations for SIPs us ed for both roof and wofl systems. Consider dead, live , snow gravity loading as well as lateral loads from wind and seismic forces . See load keys. 2.7.2. 2.7.J. 2.7.4. 2.8. Walls should btt designttd for verUcal bearing loads, wind loads, and in -plane shMr per structural capacity. Sett structural plans. Provide multiple studs at ends of h~oders to receive po int loads from headers and post columns, per structural plans. See architectural drawings for insulation requ ireme nts. Slffs : AJJ sifl plates shall be pressure treated Douglas fir stamped to show compliance with AWPA standards. See Typical Details for silf plate requirements at shear waifs . J. Connecto rs 3 -'. All baits, metal connec tors, hangers, ancho rs and fasteners in contact with preservative treated waad shall be hat dipped galvan ize d G90 or stainless steel 304 or J16. 3.2. An chor Bolts : 3.2.1. Provide %• dlameter embedded bolts 0 48• (max .) tops of all walls for attaching sill plates, except provide % • an ch or bolts at 16" under shear walls . As a minimum , provide 2 bolts, ea ch within 12• of the ends of each piece of sill plate. 3.2.2. 3.2.3. Anchor baits shall hov e o min im um 7• embedment Into concrete. Provide ~ ·x3•x3• plata was hers at all shear wall anchor bolt connections to sill plates. See Typical Details for sill plate requirem ents. 3.3. Nails: 3,3, f. Nailing shall conform with tha minimum raquiramenls conlaint~d in TobltJ 3.3.2. 2 304.9.1 of the IBC unless more strin gent requirements are shown on these draw i ngs or fn these notes. All nails are to be common nails. Where power nails are used, they sh all be equivalent in diam eter to the common nails i ndicated. 3.3.3. Pre-drill nail holes when necessary to prevent splitting. 3.4. Bolts: 3.4. f . Where bolts and plates are called for on the drawing s, plates shall 3.4.2. J.4.3. 3.4.4. co nform to ASTM A36 and bolts to ASTM AJ07. ALL EXPOSED BOLTS IN WOOD STRUCTURE TO BE PlAIN, UNCOATED STEfL. Verify with architectu ral drawings for special coating requirements . Holes for bolts shall be ~6" oversize. 6. 7. Do not scale the se draw in gs, use the dimensions shown. No structural modifica tions, alterations, or repairs shall be mode without prior review by St ructural Engineer. Submit detail s and calculations prepared by a professional engin ee r registered in state where project is located and employed by contractor. SUBMITTALS 1. 2. 3. See Material sections of these General Notes for required shop drawings. Manufacturers Data : Submit trro {2) copies of manufacturer's specificatio ns and installation in st ructions for each product speclffed. Indica te by transmittal form that a copy of each instruction has been distributed to the appropriate contractor. Shop Drawings: Submit one (1) reproducibl e and five (5) prints of each shop drawing. Reproducible co pies of contract documents shall not be us ed as shop drawing s. Shop drawing s shafl be reviewed by Contractor prior to submission. Drawings shall bear Contractors appro val stomp ac cepting respons!bility for coo rdination of dimensions shown in the contract documents, quantities and coo rdination with other trades. Drawings not bearing Contractor's stomp may be re jected at the discretio n of the Architect or Structural Engineer. Reproducible prints will be returned with the Archite ct/Engineer comme nts . Allow 14 calendar days in the Structural Eng ineers office for review of shop drawings. QUALITY CONTROL 1. 2. 3. 4. The Contractor is responsible for quality control, Including workmanship and materials furnished by his subcontractors and suppliers. Inspection or testing by the Owner does not relieve the Contractor of his respon sibility to perform the work in accordance with the Contract Documents. Workmanship; The Contractor is responsible and shall bear the cost of correcting work which does not co nform to the specified requirements. Correct deficient work by means acceptable to the Arc hite ct. The cos t of extra work incurred by the Architect to app rove corrective work sh all be borne by the Contractor. QUALITY ASSURANCE 1. 2. 3. 4. Owner will engage a quofified Testing Agen cy, approved by the Architect and Engineer to perform tests and Inspectio ns required by these General Notes. Testing Agency shall comply with ASTM E329 and shall furnish o certificate of compliance, signed by the Professional Engineer responsible for management of the Agency. The Professional Engineer must be registered in the state where the project is located. See Special Inspection Program located at the end of the General Notes for required testing and inspection. 16d o 12" o.ci \ (DOtiBL£ Rill OIVLY) \ u .J I ELEVATION NOTES: I . STAGGER SPliCES 10'-0" (liiN} SlliPSON LSTA24 W/ (18) 10d Nlt/LS. (9) EA . SIDE OF JOINT -Rill BOARD TO IIATCH JOIST SIZE 2. WHERE PLAN CALlS FOR {)()UBLE liEliBfR, USE SPUCE FOR BOTH 3. ALLOWABLf TENSION THROUGH THE SPLICE IS 12J5 LB. 0 -sCA-LE _;;!:...::.~.;;;..._,;;;R.;.;;.;IM=-.;..J..;.,;OI;,;;..ST,.;;,__,;,S.;;.,;PL=IC,;;.;;E;;___wo,--o 7 3.5. Lag 3.5.1. Retighten all bolts prior to closing in . Screws: Lag screws shoJI pene trate the main me mbe r a minimum of 8 times the shaft diam eter. That Is: Diameter Penetro tion Y2" 4 • min ~· 6•min 1• 8" min NOTE: SAWCUT CONTROL JOINT WITHIN 8 (MAX) HOURS OF PLACEMENT OR USE TOOLED JOINT DURING FINISHING (CONTRACTOR'S OPTION) ~ COLS' SAWCUT OR TOOLED CONTROL JOINT CAULK PER ARCH r-WWF 3.5.2. 3.6. Diagonal Logs (toe-nail) shalf be insta lled with a minimum edge dis tance of 4 t i mes the diameter. Ma chine Applittd Nailing: The use of machine applied nailing Is subjact to satisfactory jobslte demonstration for each project and the approval by the project Architect or Structural Engineer. The approval Is subject to continued satisfactory performa nce , If noll heads penetrate the outer ply more than would be normal for a hand hammer or if minimum allowable edge distances ore not maintained the performance wilf be deemed unsatisfactory. 4. Installations: 4.1. Built-up Columns: When hidden in a wa ll, at contractor's option, wood columns may be built up from 2x faminations. Laminations shall be stitch nailed with staggered 16d 0 4" o.c. Lamination s shall be dry (less than 16% moisture content) when glued. Do not spflce lam in ations. 4.2. Sheathing (follo wing notes apply t o standard framing construction and do not apply to SIPS panel assemblies: 4 .2.1. Horizontal {Floors/Roofs) 4.2.1.1. Floors : Unless noted otherwise on plans, glue and naif 8d 0 6" o.c. 4.2.2. 4.2.3. 4.2.3.1. 4.2.4. edges and 8d 0 12" flold Roofs: Unless noted otherwise on plans, naif 8d 0 6• o.c. edges and Bd 0 12" field . Vertical {Walls): Walls not desig nated as Shear Walls, naif vertical sheathing Bd 0 6• o.c. edges, 8d 0 12• o,c, field , Shear Walls : 4.2.4. '· Where she ar walls are noted on the pla ns the sheathing is used as port of the lateral load resis ting system. Typi cal details for wood panel shear walls in the drawings and the following requirements app ly: 4.2.4.1.1. The shear waiJ extends between consecutive •king'" studs at adjacent wall openings . 4.2.4.1 .2. All panel edges within the extent of the shear wall shall be blocked with flat 2x4 blocking. 4.2.4.1.3. Whe re floor and roof diaphragms abut shear walls, prov ide a minimum of Bd 0 J• o.c. na iling to blo cking or rim joist and Simpson A35 connection at 32• o.c. between blocking or rim joist and shear wofl top plate. 4.2.-4.1.4. Provide hold-downs to foundation walls on all bou ndary elements. Hold -downs to be specifittd by SIP manufactu re r, 4.3. General Framing Tolerance s: 4.3.1 . Framing members which will be covered by finishes such as wallboard, plaster, or ceramic tile set In a mortar setting bed, shall be within the 4.J. 1.1. 4.3 .1.2. 4.3.1.3. 4.3.1 .4. 4.3.2. 4.3.2.1. 4.3.2.2. 4.3.2.3 . 4.3.2.4. following limits: Layout of walls and porlWons: X Inch from Intended pos itio n; Plates and r un ners: ~ inch in 8 feet from a straight line; Studs: Y4 inch i n 8 feet out of plumb, not cumulative; Face of framing membe rs: ~ Inch in 8 feet from a true plane. Framin g members which will be covered by ceramic tile set in dry -set mortar, latex-portla nd cement mortar, or organic adheslv11 shall be within the following limits: Layout of wa/Js and porliUons: X Inch from intended positio n; Plates and runners : Vs inch in 8 feet from a straight line; Studs: Ys inch In 8 fettt out of plumb, not cumulative; Face of framing members: V, In 8 feet from a true plane . MISCELLANEOUS NOTES 1. The Contractor is solefy responsible for all safety regulations, programs and precautions related to all work on this proje ct. 2. The Contractor is solely responsible for the protection of persons and property eUher on or adjacent to the project and shall protect ft against injury, damage, or loss. 3, Me ans and methods of construction and eraction of structural materials ore solely the Contractor's responsibility. 4. The structure is designed to function as a unit upon completion of construction of the projec t and then, only to support the design loa ds indicated. The contractor is respons ible for means, methods an d sequence of construction and the adequacy of the structure to support fads occurring during construction of the project. Furnish all temporary bracing, shoring, and/or ..,s.ypport as may be required. 5 . No openings, nor any change in size, dimension or location shall be made in any structural element without written approval of the Structural Engineer. 1 " MIN /' K -.-ox • -It -x '!'-':-,-x _• x L-x -:I SEE PlANS -<1 ]:{;.. M j';;j ~ Jt -Jt ~ ; J • -'A r rl SEE PLAN ~;;???2:0~/ jY :<"-0/:~ 7~ «-' ""-'{, ""-"(,,<::<_\' ""-t <' ""-'\(,, «-'""-"(,,I VAPOR BARRIER FREE DRAINING GRANULAR MATERIAL TYPICAL S.O.G. CONTROL JOINT r-#3@ 18"x3' -0" METAL FORMED JOINT\ ~ \,1'- r-WWF 6x6-W2.9xW2.9 ,., .. • -"~JS:t. ~~ /(\ /(y /\/ ~y /('/ /(y / 1""-,, ""''<,, "-':'. ""-"( "". "-' ""''<,, ""''<,, ""'~ L. VAPOR BARRIER STOP WWF @ EACH SIDE OF C.J. FREE DRAINING GRANULAR MATERIAL TYPICAL S.O.G. CONSTRUCTION JOINT PROVIDE CONTROL JOINTS AT 15 FT. C/C EACH WAY MAXIMIUM SPACING. CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS. 0~s~CAL~E: --=-TY.:.. 1 ;~}~~:..::.;~~-~=-. .::.S:..:. 0:;,.;. • .=.G.:... -=.J-=.O.:::IN~T:.::I::.;N:..;:G:...__ ~ ~:PROVIDE ACCESSORIES TO 2 SUPPORT REINF. ~~~ I Q'JQ'J~-.f"''"+~----,------==-::--==-:;~-=~:"f~-rcoNC. SlAB, RE/Nf. ----r-..c )( .cl r--* -x 4 )( ~ --x ,---4 JC. • . ]S::;A • ~ ~ ~VAPOR BARRIER /~v~«~~~Yff ~~~~[~~E ~FfrNING " ''""' ,'.""' ,'.""' ,'.""' ''" ,'.""' ''""'~PROOF ROLLED NATNf MATERIAl. PER SOIL REPORT . •. '• t\.1 • 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 ClARiflCATION. A4 ARCHITECTS LLC 100 NORTH THIRD STREET, STE201 CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mail@a4arc.com ~ ~ ... ]!'.'!.·.- • 12t tr.. lloL UNl 4. ~ Coolo<Wo ltiS21 I'll; (I7C) t27 5174 FNC: {170) m 111t4 -. ........ t-.~-..-.o.-, ColorW • 111114 Colaolllo CRMS MUSIC REHEARSAL SPACE II« ~ ~ ~ ON rlfS ~ llrDCAilS ~~«r /11: N'QRIIIVrJN SliOWII NiD 711{ ~ PfRIMIIIC r() rHO T IIIFf)RjiA rYJN 11"1£ ll££N FflfHII£0 8Y DIVOl[III'£M.£ /)1100/ 711{ IJifl£Cil()H rT n£ l/OIIttR-DI'-MCOIID. 11£ SW. IKl£S HO T JIIP!.Y lf£Si'OIJSBIJ1' ml N1RJAllJN l'liU'Nal flY Dl'ltR> M::W fOR Mt wro#IIIIIOON 1m SHOIIH IJN IllS OIWIWJ NIJ SUCH fi£SPONSIB(JT'( IS ~y t:J!iCW.E]), I>N I'HoiSl!l Pf/IOKCIS. IJfWfiHCS TIN Nl£ ISSOOI fJJT l«lr 5tMDl 9WJ. /IC CON5a1G ltl fC PREl.lllrW!I' IN ~M!C NiD NIC ISSl£D fOR KrRIIRDIIW.Y. Date Issued For 12B.II Rev I f or SIPS b.IO.IO 100% CD Project No .: B0082 Drawn By: DPD GENERAL NOTES & TYPICAL DETAILS ' II ·.'~ s 1.0 SEE PLAN SIP PANEL BY n"IFR ·..../ SIP ATTACHMENT DY -~~ SIP ltiANUFACnJRER GLULAIII BEAitl, SEE PLAN .t GEN. NOTES 7 VARIES T/SIP ROOF STUD WALL rt/ POLYGAL FINISH, RE: ARCH. /"""'IZJ 16d NAILS 16 11 o.c. SIP WALL BY OTHER FRAMING DETAIL SCA LE : 3/4" = 1' -0' PENETRATION 0 END OF GLB, RE: ARCH . COORD. ANY OTHER GLULAIII PENETRATIONS rt/ STRUCT. ENGINEER 0082DT001 SIP PANEL BY OTHERS CONNECDON BY SIP MANUFACnJRER PROVIDE BfltliiNG IN SIP PANEL FOR GLB SIP WALL BY OTHERS ~--s-cAL-E,-~-4.-=~~~~A~M~IN~G~D~E~T~A=IL~--~ooo-2ffi-oo1 0 STEEL PIPE WL.---- •/ ¥,' THICK CAP f, SEE PLAN FOR COL. SIZE SIP PANEL BY OTHERS Yz' KNIFE f rr/(3) o/, •; MOl THRU-BOLTS Vz 'x2V." f NS/FS, WELD ALL PIECES TOGETHER r/ %" RLLET WELDS 0~-scA_LE_:-3/-4.-=..:~;..:.~:.::o·AM::::::::;IN~G:.....;;D:.;;E;:.T;;.;A;;;;I;;;;L;;.......~~o-oe2-oTo-o, SIP PANEL BY OT,IER . ..../ SIP ATTACHMENT BY SIP..../ MANUFACTURER VARIES T/SIP ROOF SIP PANEL BY OTHERS GLULAII BEAitl BEYOND, SEE 6/S2. 0 GLULAIII BEAitl, SEE PLAN .t GEN. NOTES TIIIBERLOK SCREWS 0 24" o.c. IIAX. INTO SOLID STUDS OF SIP PANEL, PROVIDE (2) SCREWS WHERE GLULAII BfltliiNG LENGTH ON WALL IS LESS THAN 2' SIP PANEL, BY OTHERS SIP PANEL BY OTHERS SIP ATTACHMENT BY SIP IIANUFACnJRER (2) o/,"; Hn:7 -_.- THRU-BOLTS rt/ BRIDGE WASHERS NS/FS GLULAII BEAll, SEE Y!AI' ~ .t GEN. NOTES ¥," L-BRACKET, NS ONLY (2) o/,";xB" LAGS (2) 16d HAILS 0 16" o.c. j. VARIES I· ~HMIGER ltSSEIIBLY, RE: ARCH. 2x4 STUDWALL SHELF, RE: ARCH. FOR ADDIDOHAL INFORIIADON ~NAIL INTO SIP WALL rt/ (2) 16d NAILS 0 16" o.c. 6 FRAMING DETAIL SCALE : 3/4" = 1'-0" CONC. PIP£ COL, SEE PLAN v. B'xB"xo/," BASE f PROVIDE (2) /4 0 TOP (4) o/, "; ANCHOR BOLTS, 9" IIIN. EMBED. • • • • • 4 CONTROL JOINT 0 COLUMN BASE EXTERIOR S.O.G., RE: ARCH. OOB20T001 T/SONOnJB£ SEE PLAN REINF. SONOnJBE rt/(5) /4 VERT • .t /4 0 12" o.c. HORIZ. CONC. FTC. CENTERE:D ON 16" SONOnJBE, REINF. rt/ (3) /4 E. W. BOT. T/FTG. SEE PLAN '( '\ FOUNDATION DETAIL SCALE : 3/4" = 1'-0' SIP WALL ATTACH SOLE PLATE w/ NAILS 0 16" o.c. STAGGERED SIP ATTACHIIENT BY SIP MANUFACnJRER 2x P.T. SILL, SEE GEN. NOTES FOR ATTACHIIENT TO FDN. WALL 0002DT002 r-:SJIIF'SON HANGER: AT STRAIGHT WALLS, USE ITS2.06/9.5, AT SKEWED WALLS, USE LBV2.1/9.5 ~ .FLOl1R SHEA THING ON WOOD I-JOIST, SEE PLAN .t GEN. NOTES FOR NAILING T/SHEATHING SEE PLAN NOTE: AT Sill, JOIST SPAN OPP. DIRECDON ~-Cl1NC. STEll WALL, REINF. rr//4 0 16" o.c . E.W. CENTERED GLULAIII BEAll, SEE PLAN .t GEN. NOTES, ATTACH TO TOP OF SIP WALL rt/ DIIBERLOK SCREWS 0 24" o.c. IIAX. (.).uder .p~..,. Vt#h F xi3-L-~ !Zdf'?. _---u HOOKED OCWEL 0 12" o.c., ALTERHATE HOOK T/FTG. SEE PLAN SIP WALL BY OTHERS ®1--s-cA_LE_: -3/-4.-=..:.~..:.~::.;.AM:;;;;I:.:.N.;..;G:.....;D:::.E=..;;.T;;.;;A;;;;.;;IL;;;.,... __ ooe_2_oroa, 4 • '--Cl1NC. FTG. CENTERED ON STEll WALL, SEE PLAN FOR SIZE .t REINF. FOUNDATION DETAIL SCALE : 3/4" = 1'-0' OOB2DT002 Copyri~hl @ 2010 KL&A, Inc. 97'-611 T/FTG ~ 8'-o· RE: ARCH. L 2'-8· 8'-o• ,....J----------- I r-------------------- Ll I I I I I I I I I I I I I I I I I I I I I I L I I ~-l-----~--------c:::J w • r------..J I • ~· .,.. • ~= .... ... ... .... -· ~ ,~a I "'~'• I .... I • I • I "< • I ... I c-J a I II a I :S.. I • I ~· I ;;;::: a I -· I • I . -' I I I I I I 1 I I i 1 r -~-------t : rL ______ _ 8'-o· 40'-o· ~~ I .... ~~ WIND V=1.51c ---~---L __ J~~~~~~~~-~~~~~~~~1 ---~-------==--J---------------~-----~======--/: li SIP PANELS ------------------------- ...... I • f : ~ I a~ I a .,P I • - I • "' I a~ I • li! I I I 11 I I I I I • I I I ' I I II I I I ~ I I W> I I ~ I I ';$ I I tc I I I I r l/ iJ I I rF================ -~--____ jJ 7 3 • --,-.J I ----------:_=.__-,:=._-=.-..-..jl-------------L-------T------r----________ _) I 1----+-===-==::;:~:;-:.::~i-:':::;";;:==;.;----~-~--•••••••••••••••••••• ••••••••••• WIND V~1.5k ~GLULAII ~CONN. ~~s-~--,-,/-4.-=-,.--a~.R~O~O~F~~P~LA~N~------ooe-2--P~2 . 2 3 4 5 (i) s·-o· s·-o· 8' o• 40' o• 8 ,... 7 1/2" F.O. FDN. WALL PLAN LEGEND r------------CONCRET£ CONSTRUCTION CIP CONCRETE WALL ABOVE CIP CONCRETE WALL ABOVE 'II/WINDO W CIP CONCRETE WALL ABOVE W/ DOOR r--------------, CIP CONCRETE WALL BELOW L ______________ J r-------------STEEL CO NSTRUCTION COLU/JN ABOVE COLU/JN BELOW r-------------WOOD CONSTRUCTION FRA!IE/SIP WALL ABOVE Ff/A!IE/SIP WALL ABOVE W/ WINDOW c=r--'Ic::::::J=::J FRAIIE/SIP WALL ABOVE W/ DOOR r--------------, L--------------' FRAME/SIP WALL BELOW --------BEAII/GlRDER 1111 COLUMN ABOVE "" COLUMN BELOW "" ROOF PLAN NOTES: PLAN KEYS FOOTING NOTATION KEYED NOTE SfT KEYED NOTES DIRECTION OF SIP SPA N LATERAL ELEMENTS CO NCEPTUAL SHEARWALL LOCATION TO 8£ FINALIZED BY SIP MANUFACTURER, SEE ROOF PLAN FOR DESIGN SHEAR VAlUES CONCEPTUAL HOLD DOWN LOCATION FOR SIP SHEAR WALL -SIP MAIIUF ACTURER TO FINALIZE LOCATION & SPECIFY HOLD DOWN 1. ROOF CONSTRUCTION CONSISTS OF SIP PANELS ON GLUlAM BEAMS. 2. TYPICA L WALL ABOVE GRADE IS SIP PANEL WA LL , RE: ARCH. FOR INSULADON INFORMATION. SEE ARCH. DRAWINGS FOR LOCATIONS OF FRAMED WALL w /POLYCAL. 3. SEE PLAN FOR DESIGN LATERAL LOADS TO Bf TRANSFERED FRO/J ROOF TO SIP WALLS. MAIN FLOOR/FOUNDATION PLAN NOTES: 1. FLOOR CONSTRUCTION CONSISTS OF ~" WOOD SHEATHING ON WOOD /-JOISTS. 2. SEE PLAN FOR T/SHEATH/NG, T/WALL , T/SONOnJBE, & T/FTG. ELEVATIONS. 3. TYPICAL FOUNDATION WALL IS 8" JHICK REINFORCED CONCRETE. 4. STEEL PIPE COLUMN IS A53, 35 KSI STEEL ~~~~~~~~~~~~~~~1 ~&~~~~~~~~~~~~7~~~· ";:.1 Iii ..,.. •••• • •••• ~ . L I n--=-.:.-.:.-.:.--~-99"9~ .-------r----------------;-----, l 13 !!!ffS. CONC. FTG,J SEE SECTION '\. 99'-4" 5" ~ T/SONOnJBE 10" (£} I -.~"l' ,. T/ t:-ILL I ""' \ I ! v" T ~ '\. 7'-4 I : I V T/< t'--~ VfTG ~~ I : • (\ ~~~~ \ f"--.-J! : .: roU'hd..rftun e/R*~h ,. F...erntMt eJt>meAh • ., I -- • - • s, II --r ;tk"l/. ~~~ • ~I r--• 9 '-9 J • I~ V I I 1h~"'~:::::;::::::::::=r.;;~l : " 10 '-o 9 'T-/1114" L 1'\. I li fli]l I -J _____ ---~J !". 9'-W 1 '\. r rT:::: ;:)'---.--_----/WAI" T1t'JIEA HING t€'1!11 : II o,~ VFTG \'\. I ! ,~ ·I;!/ :.l V!\1---f'""· C fiT. G. I 18" ~IDE ~ \"' ~"1! 1 1 ~/I\ 1 • DElP •1 (3) 4 cof;T. •~T. ,-FILL· BLO KING 3 1 't,. : ~/ BfwN~ JOIST!, TY ~ I i i L _ r-i--------r---------I-----+j-------~-= -------= r:: __ -=--_.:~ _-:!j I H~~-;9::i:..~~-\ == ~==~= ==~ == -c------::_ -r-----f---------= ;=~=--~~ 7/ : I T/lt: L . •· P.r. woop PO rr w. ~ ~ L I : : 1 ~-+--+-~--~--~-+--+-~--~--~2~~~~~~s~v,~,·~u~J~o~o~16~·~.c~.-+--+-_,---r--r--t--+--i---r--r-~ l i I •r--I : 1 1 8"1P.F.N.W.LL '" l i I I I II I I 9 -4" I I I I I v T; FfG 8" TYP. DN. ~tl : I ~~'· ~~ ~ 9 ._..,.. 01---s-cALE-, ,-/ 4.-=:-=?:...:-~;..:.N.;.:D;..:.A:.;:T;.;;.IO..;;..;N:....;......;P;;..;LA=N...;....__ooe_2_P~-, FULL-HEIGHT BLOCKING BTWN. JOISTS 2x P. T. SILL, ATTACH rt/ o/s "; A.B. 0 4' o.c. • • • • • FLOOR SHEATHING ON WOOD I-JOISTS, SEE PLAN T/SHEATHING SEE PLAN P.T. 2x4 PONY WALL CONC. FTC., SEE PLAN FOR SIZE .t REINF. T/FTG. SEE PLAN FOUNDATION DETAIL SCALE : 3/4" " 1'-o· u , DOB2QTD02 THESE DRAWINGS ARE TO BE USED Ill CONJUNCTION WITH ' THE ARCHITECnJRAL DRAWINGS ON THE PROJECT TO CLEARLY DEFINE ALL OF THE REQUIREMENTS FOR JHE CONSTRUCTION. WHERE CONFLICTS OCCUR, CONTACT ARCHITECT FOR CLARIF/CA TION. A4 ARCHITECTS LLC 1 0 0 N 0 R T H T H I R D S T R E E T, S TE 201 CARBONDALE COLORADO 81623 970.963.6760 FAX 970.963.6761 mall@a4arc.com • ~ ... ]!!.!:: ........ 12t r.-'Ill Unll,.. ..... ~ 111.21 "" C170l m 1111+ rAX: (170) m 1111+ --!'.illinllo·~!'.illinllo·r-.-~.CIIilnlio· ..... ~ CRMS MUSIC REHEARSAL SPACE 1Jof( SJlil.('1[M 00/fffflS SEAl. ~ IJof5" QII»1M; J.¥1}(:Ai"[S 11001 l"'!c ~ SlfOIIfN ANJ rH£ CAlC!.tAIDIS 1'0/TIMJ/C 10 IIW ~1/0H ""1£ iJlDi Pfi£1WI£l! BY Olii!.IEI PE'Oili!£ UI«JJ II£ I)RCJQI Qf M £.ICiroUJI...U-I!£aMI. TIE ~ Las ~ U'tY ~ RJR llf'l:liiiWX.W ~ lfr OJ~ -RJI!IIf'f IWOfiiWDI NOT SIIIOI'W CW M M41N1 MJ SlJal fii£SIJCHSSIUrY IS SP£CIFX:I£Lr ~ ON P1Win! PRO.£C7S, ~ ~1 N£ ISSll{l) 8111 NOT ~ 5H'.I.L Ill COII'SURE1J TO 8£ Ffi!UIIIMf II ,...1LIQ£ JNJ N£ ~ fOfl Jloi'ORIJA110N IN.Y. Date Issued For 1211 .11 Rav I for SIPS 6 .10.10 I~GD Project No.: B0082 Drawn By : DPD STRUCTURAL PLANS & DETAILS r., \,··t .·~ 11 s 2.0 • • 'I