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Home My WebLink AboutBLDG Permit Drawing 03-01-24job no: 23-0424 dra wn by: JP che cke d by: date pr inte d: - INFORMATION SHEET A1.0 G LENW OO D SPRING S 91 9 Pal mer Av enu e Gl enw oo d Sp rin gs, CO 816 01 Pho ne (9 70 ) 37 9-9 23 9 Palomino Design Bui ld Deve lopm en t Bu ild ing Desi gn C on struction jack palo mino 55@gmail.c om Copyright Palomin o Residentia l Design date : re ma rks: 23-0424 A1.0 Kennedy Resid en ce Addition a nd Altera tions 2074 CR 109 Glenwood Springs, Colorado 81601 03 -01-2 4 Permit Su bmit ABOV E FINI SH FLOOR AC COU ST IC AL CEILING TI LE ADJUST ABLE ALTERNATE ANCHOR BOLTS AND ARCHI TEC TURAL AT BEAM BEAM POCKET BEARING BLOCKING BOT TOM BOT TOM OF F OOTI NG BUILDING BY O WNER CA BINET CEILING CENTER LINE CERAMIC TILE CLEAR CO LUMN CO NC RET E CO NNECT ION CO NT INUO US DETAIL DOU BLE DOWEL EACH WA Y ELEVAT ION EXISTI NG EXTERI OR FLOO R FO OTING FO UNDATI ON GAUGE GLU-LAM GYPSUM WALL BOARD HEI GHT HOOK HORIZONTAL INF ORMATIO N INSU LA TION JOIST LINEAR FEET LIVE LOAD LONGI TUDI NAL NOT IN C ONTRACT ON C ENT ER OPPOSITE OVER PAINTED PERF ORATED PLA TE PLYW OOD PROPERTY LI NE REINFORC EMENT REDW OOD REQUI RED RESI LIENT REVISED SHEET METAL SIMILAR SQUARE FEET STANDARD STEEL STUDS THIC K TOI LET TO P O F FOOTI NG TO P OF PLATE TOP O F LEDGE TO P O F W ALL TOT AL TO WEL B AR TRANSVERSE TYPIC AL UNLESS NOTED OTHERWISE VERIF Y IN F IELD VERTIC AL VINYL W ALL C OVERING WAT ER CLOSET WAT ER HEATER WAT ERPROOF WAT ER RESIST ANT WNDOW WI TH WOO D TEAM MEMBERS : A.F.F . A.C.T. ADJ. ALT. A.B. & ARCH. @ BM. BM. PKT. BRG. BLK'G. BOT . B.F. BLDG. B.O. CAB . CLG. CL. C.T. CLR. CO L. CO NC . CO NN. CONT . DTL. DBL. DWL. E.W. ELEV. OR EL. EXI ST'G EXT . FLR. FT G. FND. GA. G.L. G.W.B. HT. HK. HORIZ. INFO. INSU L. JST. L.F. L.L. LONGI NT. N.I.C. O.C. OPP. O/ PTD. PERF . PL. PLY. PROP. LI NE REI NF. RDWD. REQ 'D. RESI L. REV . S.M. SIM. S.F. O R SQ. FT . STD. STL. STDS. THK. TLT. T.F. T.P. T.L. T.W. TOT . T.B. TRANSV. TYP. U.N.O. V.I.F. VERT. V.W.C. W.C. W.H. W.P. W.R. WI N. W/ WD. DETAI L NUMBER SHEET WHERE LOCATED DETAI L NUMBER SHEET WHERE LOCATED DETAI L NUMBER SHEET WHERE LOCATED DETAI L NUMBER DET AIL NUMBER T. CONC. 100'-0 RI SE: RUN NO RTH A RROW INT ERIO R ELEVAT ION MARK WI NDO W SYMBOL DOOR SYMBOL ELEVATI ON MARK DET AIL REFERENC E ROOF SLOPE DET AIL MARK WALL SECTI ON BUILDING SECTI ON SY MBOL LIBRA RY: NO RTH AB BREV IA TIO NS:SH EET INDEX :MA T ER IA LS : EARTH U NDIST U RBED FILL SAN D GRAV EL MASONRY BLO CK BRI CK STO NE ASPHA LT C ONC RETE FINI SH RO UGH BLO CK ING PLYWO OD STEEL BA TT RIGI D GYPSU M BO ARD WOOD METAL INSULATION MISC OV ER FRA MING FINISHES PLAST ER C ERA MIC T ILE C ARPET STO NE SHEET W HERE LOC ATED SHEET WHERE LOCATED OWN ER' S REPRESENT ATI VE: Palo mino D esign B uild 919 Pa lmer Avenue Glenwoo d Springs, CO 81601 970 379-92 39 ja ck palomino 55@gma il. c om SCOPE OF WORK: ADDI TI ON O F A N ATTA CHED G AR AG E AND A LTER A TIO NS TO AN EX I STI NG SI NGL E FAMI LY R ES IDEN CE. BUI LD ING D ATA: CO NS TRU CT IO N T YP E:TYPE 5-B, UNPROT ECTED NON-SPRIN KE LE RE D OC CU PAN CY C LAS S IFI CA TIO N:R-3:RESIDENTIAL HEIG HT, A CTU AL /A LLO W ABLE :ACT UAL +/- 21'- 5/8 "; 25' AL LOW AB LE - SEE FACADE ELEVAT IONS LO T AR EA:7.096 +/- ACRES, +/-309,101.76 SQ FT ZO NNG :Rural Zone District AS S ES SO RS PA RC EL NO :PARCEL NO 239512401010 LEG A L DES CR IP TIO N:Se ction: 12 T ownship: 7 Range: 8 9 Sub div is ion: Te ll e r Sp ri ngs Lot : 10, 7.096 Acres PR O PER TY ADDR ES S: 2074 CR 109 Glenwood Springs, CO 81601 SIDE YARD: REAR YAR D: SETBACKS: FRONT YARD:50' MIN. ARTERIAL; 20' MIN. LOCAL 10' MIN. 25' MIN. F IR E-R ES ISTIVE REQUIREM ENTS:NON E APPLICABLE COD ES:2015 IRC STRUCT DESIGN LIVE LOADS:SEE ST RUCT URAL DRAWIN GS ENER GY COMPLIANCE:2018 IN TERNATI ONA L ENERGY CON SERV ATI ON CODE (IEC C), PRESCRI PTIV E MET HOD C OMPLIAN CE OWNER: Jac k Kennedy 2074 CR109 Glenwoo d Spr ings, CO 81601 970 948-0346 jk @r of .net VICINIT Y MA P Not to Sca le SIT E DA TA : No rth Permi t Sub mi t Set A1.0 INFORMA TIO N SHEET A2.0 b EXI STI NG ENTRY LEVEL F LOOR PLA N A2.2 PROPOS ED ENT RY LEVEL FLOOR PLA N A3.1 PROPOSED F AC ADE ELEV ATI ONS A3.2 PRO PO SED FA CA DE ELEVA TIO NS A4.1 BUILDI NG SECT IONS A4.2 BUI LDI NG SECT IONS A5.1 ENERGY NOT ES , WA LL SEC TI ON E2.2 ENTRY LEV EL ELECT RIC AL PLAN S-x ST RU CT URA L EN GI NEERI NG SHEET S GENE RAL CONTRACT OR : Fraser F r eema n Luxur y Homes LLC xx B asa lt, CO 81611 970 987-20 86 gffreema n@hot mail .com 1,136 SF EXISTING COVER ED GARAGE 1,334 SF 2,062 SF - GRAN D TOTAL 1,334 SF 8,392 SF 1,136 SF 0 SF 728 SF 7,058 SF DECKS/PATIOS: SQUAR E FOOT AGE:SUB TOTAL ENTRY LEVEL 0 SF 3,808 SF 704 SF HE ATED LIVING ARE AS: EXIST ING UN COVERED 0 SF EXISTING 3,808 SF PROPOSED LOWER LEVEL 0 SF 2,522 SF 432 SF 0 SF2,522 SF SUB TOTAL 0 SF 6.330 SF 0 SF6.330 SF PROPOSED COVERED - 0 SF 0 SF 0 SF 0 SF PROPOSED UN COVERED 0 SF 0 SF 0 SF 0 SF -- PR OJE CT SI TE 2074 CR 109 Glenwo d Spr ings, CO 81601 S t a t e H i g h w a y 8 2 To Glenwood Springs C R 1 5 4 W est bank Su bdiv ision R o a ri n g F o r k Ri v e r F r o n t a g e R o a d To Ca rbondal eTo Ca rbondal e Iron Bridge Su bdiv ision C R 1 5 4 Th under Riv er Ma rket S p rin g V alle y R o a d C R 1 0 9 C R 1 0 9 1.ALL WORK SHALL COM PL Y W ITH G ARF IELD COU NTY'S ADOPTE D 20 18 IECC AND CLIMATE ZONE 5 REQU IREMENTS AND ALL APPL ICABLE ST AT E AND LOCAL ADOP TED COD ES AND ORD INAN CES. 2.BUILD ING TH ERM AL EN VELOPE - REF ER TO THE BUIL DIN G FL OOR P LANS IDE NT IF YING T HE BU ILD ING THE RMAL E NVELOP E AND ALL CONDITIONED AREAS W ITHIN THE ENVEL OPE AND AL L AREAS OUTSID E OF TH E ENVE LOPE. ENERGY C OMPLIANC E: 3.E NE RGY COMPLIANCE M ETH OD - REF ER TO THE BUIL DIN G SECT ION S IDE NT IFYING T HE PRESC RI PTIVE ENERGY COM PL IANCE ME TH OD FOR THIS BUILDING INCL UD ING TH E SE L EC TED MATERIAL R-VALUE S; U-VALUE S;AND FE NESTATION U -FACTORS COMPLYING W ITH TH E IRC TABLE R4 02.1.2 RE QUIREMENTS. 4.AIR SEALING- REF ER TO THE BUIL DIN G SECT ION S IDE NT IFYING T HE AIR SEALING DETAILS AROU ND OPENINGS; P IP ES; PEN ETRATIONS; AN D JOINTS. 5.ME CH AN ICAL SYSTEMS - REF ER TO THE FLOOR PLANS IDENT IFYING T HE MECH ANICAL SYSTE M DE SIGN DE TAIL S INCLUD ING THR PROP OSED EQUIPMENT ENERGY E FFIC IENCY RATE S; TYPES OF E QU IPM EN T; F UE L TYPES; E QUIP ENT LOCATIONS; AND WH OLE HOUSE VE NTILATION SYSTEM COMP ONENTS. 6.E NE RGY EF FICIENT LIGH TING SPECIFICATION - REF ER TO THE E LECTRICAL FLOOR PLANS IDENT IFYING T HE LOCATION AN D TYP E OF L IGH TING F IXTURE S COMPLYIMG W ITH THE 90 % HIG H -EF FIC ACY (L ED COMP LYING) REQU IRT EMENTS. 7.MANUAL J REP ORT - TH IS BU ILDING ; EQU IPM EN T; AND BUIL DIN G SYSTEM S IN CORPORATE D INTO TH IS BU ILD ING CONSTRU CTION W ILL BE DESIGNE D AND INSTALLE D PER TH E REQU IREMENTS IDENTIFIED IN T HE M ANUAL J RE PORT PREPARED SPEC FICAL LY FOR THIS BUILDING, AN D SUBM ITTED AS A PART OF THESE BUILD ING C ONSTRUCT ION DOCU ME NTS AND SP ECIF ICATIONS UN DER SEPARATE COVER. 1 .ALL W ORK SHALL C OMPLY W ITH APPLI CA BLE STA TE, LOC AL A ND TO WN ADOPT ED CO DES AND O RDINA NCES. 2 .THE C ONT RAC TOR SHALL BE RESPON SIBLE F OR: THE S AFET Y AND CARE OF ADJAC ENT PRO PERT IES DURNG C ONST RUC TI ON; C OMPLIAN CE W ITH ALL O.S.H.A . HEALTH A ND SF ET Y REGULAT IO NS; PROT EC TI ON OF ALL W ORK IN PLA CE U NTI L THE PRO JEC T IS O CC UPI ED BY THE OW NER; SECURI NG ALL BUILDNG PERMITS AND B UI LDING I NSPEC TI ON APPROVALS; CO ORDIN ATI NG THE W ORK OF A LL TRADES REQ UI RED TO CO MPLETE THE PROJECT ; AND SECURING T HE OW NER'S APPROV AL FO R USE OF A L BUIDI NG PROUDCT S, C OMPONENTS, APPLI ANC ES, AND BUILDING EQ UI PMENT . GENERA L NOT ES: ST RUCT URAL E N GIN EER: Na te D eck er, PE, S E DB St ruc tur al D es ig n Limited 1229 Sa ge Court Rifle, CO 81650 801 529- 648 1 na te@d bsd. co m NEW GARAGE CONC. SLAB NEW ELEC SUB-PANEL EXISTING ENTRY - EXISTING GARAGE CONC. SLAB EXISTING ENTRY PORCH - NEW 1:12 SLOPE RAMP, VERIFY EXACT LENGTH IN THE FIELDEXISTING CONCRETE WALK LEVEL LANDING T. SLAB 100'-0 EXISTING MUDROOM - EXISTING ELEC MAIN DISCONNECT PANEL FIN. FLR. +/-105'-8 3/4 FIN. FLR. +/-105'-8 3/4 HOSE BIBB T. EXIST. LANDING +/-105'-8 3/4 24" DIA. CMPRSR. VIF +/-21'-2" + / - 1 8 - ' 6 " +/-1 7 6 '-0 " V I F + / - 5 4 ' - 3 " V I F 47'-9" 23'-9" SHADED AREA - NOTE: SHADED AREA INDICATES NEW ONE-STORY GARAGE ADTIONEXISTING DETACHED TWO-STORY GARAGE/ APARTMENT EXISTING RESIDENCE EXISTING SEPTIC TANK TO REMAIN EXISTING LEACH FIELD TO REMAIN + / - 3 0 ' - 8 " EXISTING ASPHALT MOTORCOURT EXISTING GRAVEL DRIVEWAY TO REMAIN, TYP. LOT 10 +/-7.69 ACRES PROPERTY LINE, TYP. 23-0424 A1.1 date: remarks: job no: 23-0424 drawn by: xx checked by: xx date printed:xx 20 50 100 FT0 GLENWOOD SPRINGS 919 Palmer Avenue Glenwood Springs, CO 81601 Phone (970) 379-9239 Palomino Residential Design jackpalomino55@gmail.com Copyrigh t Palomino Residential Design 03-01-24 Development Building Design Construction Permit Submit SITE P LAN A1.1SITE DIAGRAM 1"= 40'-0"NORTH SITE NOTES: UTILITIES ALL BUILDING UTILITY LINE CONNECTIONS, LOCATIONS AND ROUTING SHALL BE VERIFIED IN THE FIELD AND SHALL BE LOCATED UNDERGROUND. 1. AIR CONDITIONING OR COOLING UNITS: IF PROVIDED, ALL AIR CONDITIONING EQUIPMENT SHALL BE LOCATED AND SCREENED FROM PUBLIC VIEW AS REQUIRED BY THE HOA RQUIREMENTS. VERIFY THE LOCATON OF ALL EQUIPMENT IN THE FIELD PRIOR TO INSTALLATION. 2. Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colorado 81601 EXISTING ENTRY LEVEL PLAN @ 1/4"= 1'-0" EXISTING ENTRY LEVEL PLAN A2.0b NORTH +/-40'-11 1/2" EXISTING DRIVEWAY - +/-12'-0"+/-28'-6" EXISTING ENTRY - EXISTING GARAGE CONC. SLAB EXISTING COVERED PORCH EXIST. CONC. SLAB EXISTING ASPHALT PAVING EXISTING LANDSCAPE RETAINING WALL UP 4R R=+/-6.85"T=11" EXISTING PORTE-COCHERE - UP 2R EXISTING ENTRY PORCH - NEW 1:12 SLOPE RAMP, VERIFY EXACT LENGTH IN THE FIELD EXISTING CONCRETE WALK +/-4'-5 1/4" +/-12'-0" EXISTING +36" GUARDRAIL @ PORCH TYP. OPEN TO LIGHTWELL BELOW R=7 1/2" T=11" LEVEL LANDING3'-0"CLEAR +/-15'-0" VIF +/-4'-0" T. SLAB 100'-0 T. EXIST. MID-LND'G. +/-102'-4 T. EXIST LANDING +/-105'-8 3/4 EXISTING MUDROOM - +/-4'-11" EXIST. 4" DIA. RADON RISER +/-3'-10 1/4" NEW GRASP RAIL @ EA . COLUMN EXISTING ELEC MAIN DISCONNEC T PANEL EXISTING ELEC CONDUIT TO EXISTING DISCONNECT PANEL UP 6R FIN. FLR. +/-105'-8 3/4 +/-4'-0" +/-9'-2" LANDINGRAMP FIN. FLR. +/-105'-8 3/4 EXIST DOOR EXIST DOOR EXIST OVERHEAD GARAGE DOOR EXIST OVERHEAD GARAGE DOOR EXIST. 4x4 POST EXIST. 4x4 POST EXIST. 4x4 POST EXIST. 4x4 POST STEP DN. T. EXIST. SLAB +/-105'-6 1/2 VERIFY T. EXIST. SLAB +/-104'-3 1/2 VERIFY T. EXIST. SLAB +/-104'-3 1/2 VERIFY APPROXIMATE LOCATION OF EXISTING ATTIC ACCESS ABOVE EXIST STUDPACK POST FOR BEAM BEARING EXIST 1/2 STOP PASS-THRU ELEVATOR +/-7'-2 5/8" +/-4'-0 7/16" +/-3'-7 3/4" +/-3'-4 15/16" LINE OF EXIST DOOR TRACK ABV., TYP. CLR., VIF 1 1/2" VIF FLOOR PROJECTION +/-4'-6" +/-6'-7" +/-1 3/4" VIF 2 5/8" T. EXIST. LANDING +/-105'-3 NOTE: 6'-0" VIF FACE OF EXIST STUD WALL @ STAIR OUTSIDE FACE OF EXIST STUD WALL ABOVE +/-20'-10" VIF LINE OF EXIST BEAM & STUD WALL ABOVE, SEE STRUCT DWGS FACE OF EXIST DOOR TRACK ABOVE EXIST WINDOW +/-4'-7" OUTSIDE FACE OF NEW STUD WALL, ABV. EXIST RESIDENCE TO REMAIN EXIST WNDW EQ.EQ. +/-26'-11" +/-5'-0" 31'-11" 24-0424 A2.0b date: remarks: job no: 24-0424 drawn by: xx checked by: xx date printed:xx 2 4 80 GLENW OOD SPRINGS 815 Blake Avenue Glenwood Springs, CO 81601 Phone (970) 947-9014 Fax (970) 947-9137 Palomino Design-Build PC www.palominodesignbuild.com Copyright Palomino Design-Build PC Architecture Development Construction Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colorado 81601 03-01-24 Permit Submit A A4.1 C A4.2 A A4.1 B A4.1 B A4.1 C A4.2 GAS-FIREDBOILER24"x24"VIF GAS-FIREDFAU24"x24"VIF PROPOSED ENTRY LEVEL PLAN @ 1/4"= 1'-0" PROPOSED ENTRY LEVEL PLAN A2.2 NORTH 23'-9" 22'-10" +/-26'-11" +/-8'-1" 14'-2" 23'-9" 4'-9 1/2"4'-9 1/2" NEW GARAGE CONC. SLAB 15'-8"6'-6" 2'-0" 2'-0" POLARIS RANGER 58 W x 110 L x 73 H, VERIFY 4'-0" 27'-9" 2'-8" 3'-4" 7'-9" 3'-8" EARTHROAMER 119 W x 360 L x 156 H 47'-9" 16'-4" 30 DEGREES, TYP. NEW ELEC SUB-PANEL 6'-4 1/2" 5'-0" 31'-11" 5 1/2" 2 1/2" 12" NEW TLT. RM. CONC. SLAB +/-40'-11 1/2" EXISTING DRIVEWAY - +/-12'-0"+/-28'-6" EXISTING ENTRY - EXISTING GARAGE CONC. SLAB NEW ENCLOSED STORAGE ROOM EXIST. CONC. SLAB EXISTING ASPHALT PAVING EXISTING LANDSCAPE RETAINING WALL EXISTING PORTE-COCHERE - UP 2R EXISTING ENTRY PORCH - NEW 1:12 SLOPE RAMP, VERIFY EXACT LENGTH IN THE FIELD EXISTING CONCRETE WALK +/-4'-5 1/4" +/-12'-0" EXISTING +36" GUARDRAIL @ PORCH TYP. OPEN TO LIGHTWELL BELOW R=7 1/2" T=11" LEVEL LANDING3'-0"CLEAR +/-15'-0" VIF +/-4'-0" T. SLAB 100'-0 EXISTING MUDROOM - NEW GRASP RAIL @ EA. COLUMN EXISTING ELEC MAIN DISCONNECT PANEL EXISTING ELEC CONDUIT TO EXISTING DISCONNECT PANEL FIN. FLR. +/-105'-8 3/4 +/-4'-0" +/-9'-2" LANDINGRAMP FIN. FLR. +/-105'-8 3/4 EXIST DOOR EXIST OVERHEAD GARAGE DOOR EXIST OVERHEAD GARAGE DOOR NEW OVERHEAD GARAGE DOOR 168"X 168" (14'x14') NOTE: RELOCATE EXISTING WINDOW TO WEST FACADE OF NEW GARAGE ADDITION, SEE NEW FACADE ELEVATIONS. SLOPE DOWN SLOPE DOWN SLOPE DOWN SLOPE SLAB DOWN TO DRAIN 1/8"MIN./FT., TYP., U.N.O. EXIST. 4x4 POST EXIST. 4x4 POST EXIST. 4x4 POST EXIST. 4x4 POST 4'-0" SQ. CONC. LANDING HOSE BIBB NOTE: RELOCATED EXISTING WINDOW , VERIFY EXACT ROUGH OPENING DIMENSIONS IN THE FIELD PRIOR TO FRAMING THE OPENING, SEE NEW FACADE ELEVATIONS. NOTE: PROVIDE FROST-FREE HOT/COLD HOSE BIBB, VERIFY EXACT LOCATION IN THE FIELD NOTE: PROVIDE 4" DIAMETER MIN. FLOOR DRAIN, IN NEW GARAGE SLAB, ROUTE UNDERGROUND IN RIGID PVC PIPE AND TERMINATE TO DAYLIGHT OR TO DRYWELL AS REQUIRED BY THE OWNER AND AS REQUIRED BY THE BUILDING INSPECTION REQUIREMENTS NEW 36"x80" SOLID CORE EXTERIOR DOOR NOTE: ALIGN CENTER OF NEW EXTERIOR DOOR TO EXISTING DOOR DASHED LINE INDICATES LINE OF NEW/EXISTING OVERHANG ABOVE, TYP. RAKE AND EAVE OVERHANG DIMENSION, TYP., U.N.O. STEP DN. T. EXIST. SLAB +/-105'-6 1/2 VERIFY T. EXIST. SLAB +/-104'-3 1/2 VERIFY T. EXIST. SLAB +/-104'-3 1/2 VERIFY APPROXIMATE LOCATION OF EXISTING ATTIC ACCESS ABOVE APPROXIMATE LOCATION OF NEW 22"x30" ATTIC ACCESS ABOVE UP 10R T. EXIST. LANDING +/-105'-8 3/4 EXIST. 4" DIA. RADON RISER EXIST DOOR EXIST 1/2 STOP PASS-THRU ELEVATOR EXIST WINDOW ABOVE 45 DEGREE WINDER TREAD EXISTWINDOWABOVE NEW 36"x80" DOOR NEW PAIR 42"x96" DOORS T. NEW SLAB PERIMETER +/-100'-0 MATCH EXIST. SLAB, TYP. T. DRAIN +/-99'-9 VERIFY NEW WINDOW ABV. NEW WINDOW ABV. NEW WINDOW ABV. NEW WINDOW ABOVE NEW WINDOW ABOVE NEW WINDOW ABOVE LINE OF OPTIONAL LOFT ABOVE 24" DIA.CMPRSR.VIF NEW 36"x80" SALOON DOOR NOTE: NEW RAMP IS OPTIONAL, VERIFY CONSTRUCTION IN THE FIELD WITH THE OWNER BUILDING FLOOR ELEVATION BUILDING ELEVATION 100'-0" = SITE ELEVATION 6086.58' VIF 36"x60" DBL HUNGN1C FACADE ORIENTATION'N' - NORTH'E' - EAST'S' - SOUTH'W' - WEST FLOOR LEVEL'1' - BASEMENT'2' - ENTRY LEVEL'3' - UPPER LEVEL WINDOW DESCRIPTIONSEE FACADE ELEVATIONFOR HANDING WINDOW SYMBOL 72"x96" SL GL DR TEMP GL 10N FACADE ORIENTATION'N' - NORTH'E' - EAST'S' - SOUTH'W' - WEST DOOR NUMBER'10-19' - BASEMENT'20-29' - ENTRY LEVEL'30-39' - UPPER LEVEL DOOR DESCRIPTIONSEE FACADE ELEVATIONFOR HANDING EXTERIORDOOR SYMBOL WINDOW IDENTITY TAGA,B,C, ETC. DOOR/WINDOW SYMBOL LEGEND 1 NOTE:FENESTRATION U-FACTOR,SEE BUILDING SECTIONS FOR MINIMUM U-FACTOR,TYP. SMOKE ALARM NOTES SMOKE ALARMS ARE REQUIRED TO BE LOCATED AT EACH STORY INCLUDING THE BASEMENT LEVEL (R314.3). 5. SMOKE ALARMS ARE REQUIRED TO BE LOCATED IN EACH SLEEPING ROOM (R314.3). 4. SMOKE ALARMS ARE REQUIRED TO BE WIRED TO THE PRIMARY POWER SOURCE AND HAVE BATTERY BACKUP. (R314.6) 3. SMOKE ALARMS ARE REQUIRED TO BE INTERCONNECTED SUCH THAT ACTUATION OF ONE WILL ACTUATE ALL SMOKE ALARMS. (R314.4) 2. SMOKE ALARM LOCATIONS - A SMOKE ALARM IS REQUIRED OUTSIDE OF EACH SEPARATE SLEEPING AREA. (R314.3) AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS WHEN FUEL-FIRED APPLIANCES ARE INSTALLED AND WHEN THE DWELLING HAS AN ATTACHED GARAGE. (R315.3) 1. 4 OR MORE RISERS - STAIRS WITH 4 OR MORE RISERS ARE REQUIRED TO HAVE CONTINUOUS HANDRAILS (R311.7.8). 4. SPACE UNDER STAIRS - ENCLOSED USEABLE SPACE UNDER STAIRS SHALL BE PROVIDED WITH 1/2" GYP. BD. ON UNDERNEATH SIDE OF WALL AND SOFFITS (R302.7). FIRE STOP STAIRS AT STRINGERS (R302.11) 5. STAIRWAY MINIMUM HEADROOM REQUIREMENT IS 6'-8" CLEAR (R311.7.2).6. GUARDRAILS FOR BALCONIES, ELEVATED DECKS AND STAIR LANDINGS THAT ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE A MINIMUM OF 36" HEIGHT. CLEARANCE BETWEEN INTERMEDIATE PICKETS MUST BE SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH (R312). 7. 1.) PROVIDE "JELD-WEN", OR APPROVED EQUAL ALUMINUM-CLAD WOOD WINDOWS WITH U=0.30 OR LESS. 2.) CONFIRM ALL WINDOW SIZES PER OWNERSHIP SELECTIONS UNLESS NOTED OTHERWISE. 3.) THE WINDOW IMAGERY REPRESENTS SIZE AND TYPE ONLY. THE DIVIDED LITE(S) ARE TBD BY OWNER. 4.) SEE THE ELEVATIONS FOR OPERATION. 5.) FIELD VERIFY ALL ROUGH OPENINGS. 6.) SLIDER DOORS SPECIFIC PER CLIENT SELECTION. 7.) CONCUR PER MANUFACTURER INSTALLATIONS AND SPECIFICATIONS FOR DOOR AND WINDOW PLACEMENTS. 8.) GLAZING IN HAZARDOUS LOCATIONS IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. (R308.3 AND R308.4). 9.) WINDOWS LOCATED MORE THAN 72" ABOVE THE GRADE BELOW AND LESS THAN 24" ABOVE THE FLOOR MUST BE PROVIDED WITH FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 OR HAVE A MAXIMUM OPNEING OF 4 INCHES. (R312.2.1) WHERE WINDOW OPERATING CONTROL DEVCIES (WOCD'S) ARE UTILIZED, SUCH DEVICES SHALL MEET ASTM F2090-10 STANDARD SPECIFICATION FOR WINDOW FALL PREVENTION DEVICES WITH EMERGENCY ESCAPE (EGRESS) RELEASE MECHANISMS. 10.) EGRESS DOORS - ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (R311.1). DOOR AND WINDOW GENERAL NOTES FURNITURE SHOWN ARE NOT INCLUDED IN THE CONTRACT (NIC) AND WHERE INDICATED ARE FOR COORDINATION OF ELECTRICAL REQUIREMENTS ONLY. FURNITURE, INTERIOR ACCESSORIES & BUILT-INS 1. AT CLOSETS WHERE A SHELF AND POLE (SH & P) ARE INDICATED, THE INSTALLATION SHALL BE LIMITED TO ONE (1) SHELF AND ONE (1) POLE MOUNTED AT +66" ABOVE THE FINISHED FLOOR, TYP., U.N.O. 2. BUILT-INS WHERE SHOWN ARE NOT INCLUDED IN THE CONTRACT (NIC) AND WHERE INDICATED ARE FOR COORDINATION OF ELECTRICAL REQUIREMENTS ONLY. 3. CONTINUOUS HANDRAIL - A CONTINUOUS HANDRAIL WITH RETURNS @ +34" TO 38" ABOVE THE FINISHED STAIR NOSINGS IS REQUIRED ALONG THE STAIRWAY PER 311.7.8 HANDRAIL GRIP CROSS-SECTIONAL DMENSIONS TO BE 1 1/4" TO 2". OPENINGS IN STAIRWAY HANDRAIL & GUARDRAIL - THE MAXIMUM SIZE OF OPENING IN THE HANDRAIL/GUARDRAIL ON THE OPEN SIDE OF A STAIRWAY IS 4 3/8 INCHES, 4" ELSEWHERE PER 312.1.3 MINIMUM STAIR DIMENSIONS - MAXIMUM RISER 7 3/4"; MINIMUM TREAD 10"; MINIMUM STAIR WIDTH 36" (R311.7.5.1 & R311.7.5.2). SEE PLAN FOR SPECIFIC DIMENSIONS. STAIRWAY NOTES 1. 2. 3. 1 . BUILDING THERMAL ENVELOPE THE PERIMETER OF THE BUILDING THERMAL ENVELOPE IS DEFINED BY THE PERIMETER EXTERIOR WALL TYP., U.N.O. 2 . THE BUILDING PERIMETER WALLS, INCLUDING PERIMETER CRAWLSPACE WALLS; PERIMETER WALLS AGINST UNEXCAVATED AREAS (RETAINING WALLS); CATHEDRAL CEILINGS; ATTIC CEILINGS; AND CONDITIONED FLOORS OVER NON-CONDITIONED SPACE WILL BE INSULATED TO THE INSULATION STANDARDS IDENTIFIED ON THE BUILDING SECTIONS, TYP., U.N.O. 3.THE BUILDING PERIMETER WALLS, ARE FRAMED OF 2x6 STUDS @ 16" O.C., TYP., U.N.O.3'-9" 3 1/2" PROPOSED STORAGE LOFT PLAN @ 1/4"= 1'-0"NORTH NEW PAIR 72"x80" DOORS 10S 10W 10N 10E E2AE2BE2C N1B N1C N2A N2B N2C N2DN1A E1A 24-0424 A2.2 date: remarks: job no: 24-0424 drawn by: xx checked by: xx date printed:xx 2 4 80 GLENW OOD SPRINGS 815 Blake Avenue Glenwood Springs, CO 81601 Phone (970) 947-9014 Fax (970) 947-9137 Palomino Design-Build PC www.palominodesignbuild.com Copyright Palomino Design-Build PC Architecture Development Construction Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colorado 81601 03-01-24 Permit Submit B D A A4.1 D C A4.2 A A4.1 B A4.1 B A4.1 C A4.2 A BA 2 7 3 5 1 C C 4 6 PROPOSED FACADE ELEVATIONS A3.1 Exterior Material Notes 1. Roofing - Existing fiberglass shingle roofing to remain, typ. New fiberglass shingle roofing to match existing roofing style and color. 2. Fiber Cement Siding - New fibre cement board-n-batten siding and shingle siding shall match the existing siding profiles, dimesions and textures. Existing and new board-n-batten siding and shingle siding to be re-painted in color to match the existing color and as selected by the Owner and as identified on the material samples board, typ. 3. Fiber Cement Corner Boards and Door and Widow Trim - Existing and new wood trim to be re-painted in color to match the existing color and as selected by the Owner and as identified on the material samples board, typ. All trim profiles, face dimensions and textues will match existing. 8" 16'-4 1/2" 17'-0 1/2" 1'-4" TRUSS HEEL HEIGHT FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" T. PL. @ NEW GARAGE 117'-0 1/2 5:12 = 22.62 8'-0" A A4.1 B A4.1 PROPOSED WEST ELEVATION @ 1/4"= 1'-0" EXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING WINDOW +/-21'-2 5/8" ACTUAL EXIST. AVERAGE GRADE +/-99'-6 E Q . E Q . 23'-9" MID-POINT OF ROOF ACTUAL < 25'-0" MAX. ALLOWABLE MID-POINT OF ROOF +/-120'-8 5/8 36"x60" DBL HUNGN1C FACADE ORIENTATION'N' - NORTH'E' - EAST'S' - SOUTH'W' - WEST FLOOR LEVEL'1' - BASEMENT'2' - ENTRY LEVEL'3' - UPPER LEVEL WINDOW DESCRIPTIONSEE FACADE ELEVATIONFOR HANDING WINDOW SYMBOL 72"x96" SL GL DR TEMP GL 10N FACADE ORIENTATION'N' - NORTH'E' - EAST'S' - SOUTH'W' - WEST DOOR NUMBER'10-19' - BASEMENT'20-29' - ENTRY LEVEL'30-39' - UPPER LEVEL DOOR DESCRIPTIONSEE FACADE ELEVATIONFOR HANDING EXTERIORDOOR SYMBOL WINDOW IDENTITY TAGA,B,C, ETC. DOOR/WINDOW SYMBOL LEGEND 1 NOTE:FENESTRATION U-FACTOR,SEE BUILDING SECTIONS FOR MINIMUM U-FACTOR,TYP. PROPOSED NORTH ELEVATION @ 1/4"= 1'-0" C A4.2 EXISTING WINDOW 8" 16'-4 1/2" 17'-0 1/2" 1'-4" TRUSS HEEL HEIGHT FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" T. PL. @ NEW GARAGE 117'-0 1/2 8'-0" 9'-1 1/8" +/-16'-0 1/4" date: remarks: job no: 23-0424 drawn by: xx checked by: xx date printed:xx GLENWOOD SPRINGS 919 Palmer Avenue Glenwood Springs, CO 81601 Phone (970) 379-9239 Palomino Residential Design jackpalomino55@gmail.com Copyrigh t Palomino Residential Design Development Building Design Construction 23-0424 A3.1 03-01-24 Permit Submit Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colora do 81601 BUILDING SECTIONS A3.2 PROPOSED EAST ELEVATION @ 1/4"= 1'-0" A A4.1 B A4.1 EXISTING WINDOW NEW DOOR FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" T. NEW PL. @ EXISTING MUDROOM +/-117'-3 7/8 VIF +/-2'-6" VIF +/-9'-1 1/8" 5:12 = 22.62 23'-9" FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 T. PL. @ NEW GARAGE 117'-0 1/2 8" 16'-4 1/2" 17'-0 1/2" 1'-4" TRUSS HEEL HEIGHT 8'-0" EXISTING WINDOW 6'-8" +/-16'-0 1/4" 36"x60" DBL HUNGN1C FACADE ORIENTATION'N' - NORTH'E' - EAST'S' - SOUTH'W' - WEST FLOOR LEVEL'1' - BASEMENT'2' - ENTRY LEVEL'3' - UPPER LEVEL WINDOW DESCRIPTIONSEE FACADE ELEVATIONFOR HANDING WINDOW SYMBOL 72"x96" SL GL DR TEMP GL 10N FACADE ORIENTATION'N' - NORTH'E' - EAST'S' - SOUTH'W' - WEST DOOR NUMBER'10-19' - BASEMENT'20-29' - ENTRY LEVEL'30-39' - UPPER LEVEL DOOR DESCRIPTIONSEE FACADE ELEVATIONFOR HANDING EXTERIORDOOR SYMBOL WINDOW IDENTITY TAGA,B,C, ETC. DOOR/WINDOW SYMBOL LEGEND 1 NOTE:FENESTRATION U-FACTOR,SEE BUILDING SECTIONS FOR MINIMUM U-FACTOR,TYP. PROPOSED SOUTH ELEVATION @ 1/4"= 1'-0" C A4.2 EXISTING WINDOW 8" 16'-4 1/2" 17'-0 1/2" 1'-4" TRUSS HEEL HEIGHT FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" T. PL. @ NEW GARAGE 117'-0 1/2 date: remarks: job no: 23-0424 drawn by: xx checked by: xx date printed:xx GLENWOOD SPRINGS 919 Palmer Avenue Glenwood Springs, CO 81601 Phone (970) 379-9239 Palomino Residential Design jackpalomino55@gmail.com Copyrigh t Palomino Residential Design Development Building Design Construction 23-0424 A3.1 03-01-24 Permit Submit Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colora do 81601 A4.1 BUILDING SEC TIONS EXISTING GARAGE SECTION @ 1/4"= 1'-0"A NEW ENCLOSED STORAGE ROOM C A4.2 5:12 = 22.62 existing vented attic 4:12 = 18.435 1 2 3 FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" EXIST. DOOR EXIST. DOOR NEW DOOR Cont. Ventilation Cont. Airflow EXISTING GARAGE SECTION @ 1/4"= 1'-0"B C A4.2 FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" T. PL. @ EXISTING MUDROOM +/-117'-3 7/8 VIF +/-2'-6" VIF EXISTING ELEVATOR REMOVE/REPLACE EXIST SOFFIT TO APPLY SPRAY FOAM INSULATION @ EXIST PORCH ROOF CONNECTION(S) EXISTING ELEVATOR CAB EXIST. WINDOW Cont. Ventilation exist. vented attic Cont. Airflow EXIST. WINDOW 4:12 = 18.435 5:12 = 22.62 NEW ENCLOSED STORAGE ROOM EXIST. DOOR EXISTING STAIR date: remarks: 2 4 8 FT0 GLENWOOD SPRINGS 919 Palmer Avenue Glenwood Springs, CO 81601 Phone (970) 379-9239 Palomino Residential Design jackpalomino55@gmail.com Copyrigh t Palomino Residential Design Development Building Design Construction 23-0424 A4.1 job no: 23-0424 drawn by: xx checked by: xx date printed:xx Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colora do 81601 CLIMATE ZONE Group R FENESTRATION U-FACTOR b SKYLIGHT U-FACTOR b GLAZED FENESTRATION SHGC b, e SLAB R-VALUE & DEPTH d CRAWLSPACE WALL R-VALUE cCEILING R-VALUE WOOD FRAME WALL R-VALUE 5 0.30 0.55 NR 49 20 or R-13+R5 h R-10 for 24" Below R-15/19 EXCERPT FROM TABLE 402.1.2, 2018 IECC INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a a R-values are minimums. U-factors and SHGC are maximums. Where insulation is installed in a cavity that is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the R-value specificed in the table. NOTES: d e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Alternatively, insulation sufficient to fill the framing cavity and providing not less than the R-value of R-19. h The first value is cavity insulation, the second value is continuous insulation. Therefore, as an example, "13+5" means R-13 cavity insulation plus R-5 continuous insulation. i Mass walls shall be in accordance with Section R402.2.5. The second R-value applies where more than half of the insulation is on the inteior mass wall. NR = No Requirement R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slab edge insualtion R-value for slabs as indicated in the table. The slab edge insulation for heated slabs shall not be required to extend below the slabs. FOR SI:1 Foot = 304.88 mm b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: In Climate Zones 1 thrrough 3, skylights shall be permitted to be excluded from glazed fenestration SHGC requirements provided that the SHGC for such skylights does not exceed 0.30. c "10/13" means R-10 continuous insulation on the interior or eterior of the home or R-13 cavity insulation on the interior of the basement wall. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. Alternatively, compliance with "15/19" shall be R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. FLOOR R-VALUE R-15/19R-30 g MASS WALL R-VALUE i OPAQUE DOORS R-4.75 INSULATION NOTES: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL INSULATION AND FENESTRATION REQUIREMENTS ARE IN COMPLIANCE WITH ALL CURRENT JURISDICTION APPLICABLE CODES AND THE ENERGY REPORT REGARDLESS OF THE SPECIFIC INFORMATION IDENTIFIED ON THESE DOCUMENTS. 2.INSULATION INSTALLED WITHIN ALL BUILDING ASSEMBLIES (FLOOR-CEILINGS; ROOF-CEILINGS; WALLS; CRAWLSPACES; AND ATTICS) SHALL COMPLY WITH FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION PER IRC SECTION R302.10 1. 3.FOAM PLASTICS SHALL COMPLY WITH IRC SECTION R316 (eg IN CRAWLSPACE FOAM IN RIM JOIST). R-13/17 BASEMENT WALL R-VALUE c GENERAL NOTES 1. DO NOT SCALE DRAWINGS - CONTACT ARCHITECT OR ENGINEER CONCERNING DISCREPENCIES OR MISSING INFORMATION. 2. COMPLY WITH ALL APPLICABLE BUILDING CODES AND CONFORM WITH MATERIAL AND EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. 3. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. EXTERIOR WALLS TO BE 2X6 @ 16" O.C. UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS. 5. INTERIOR WALLS TO BE 2x4 @ 16" O.C. UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS. 6. CROWN ALL STUDS, JOISTS, AND RAFTERS. CROWN JOISTS AND RAFTERS UP. 7. COORDINATE JOIST PLACEMENT WITH PLUMBING FIXTURE LAYOUT. 8. HOLD ALL PLUMBING TRAPS AS HIGH AS POSSIBLE. COORDINATE WITH CABINET ACCESSORIES. 9. NO VENT OR PLUMBING STACKS ARE TO BE LOCATED IN PARTY WALLS 10. THE UPPER LEVEL PLUMBING STACKS ARE TO BE CAST IRON UNTIL THEY REACH THE CRAWL SPACE. 11. THE PURPOSE OF THESE DRAWINGS IS ONLY TO GRAPHICALLY DEPICT THE GENERAL NATURE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING DIMENSIONS AND SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. THE ARCHITECT AND/OR ENGINEER SHALL BE NOTIFIED OF ANY VARIATION FROM DIMENSIONS OR CONDITIONS SHOWN IN THE DRAWINGS. 1. BUILDING THERMAL ENVELOPE THE PERIMETER OF THE BUILDING THERMAL ENVELOPE IS DEFINED BY THE PERIMETER EXTERIOR WALL TYP., U.N.O. 2.THE BUILDING PERIMETER WALLS, INCLUDING PERIMETER CRAWLSPACE WALLS; PERIMETER WALLS AGAINST UNEXCAVATED AREAS (RETAINING WALLS); CATHEDRAL CEILINGS; ATTIC CEILINGS; AND CONDITIONED FLOORS OVER NON-CONDITIONED SPACE WILL BE INSULATED TO THE INSULATION STANDARDS IDENTIFIED ON THE BUILDING SECTIONS, TYP., U.N.O. 3.THE BUILDING PERIMETER WALLS, ARE FRAMED OF 2x6 STUDS @ 16" O.C., TYP., U.N.O. 03-01-24 Permit Submit A4.2 BUILDING SEC TIONS NEW 4" THK. REINF. CONCRETE SLAB SEE DET. 5:12 = 22.62 new vented attic Cont. Ventilation Cont. Airflow Cont. Airflow 9'-1 1/8" 8'-7 1/2" NOTE: CONTINUOUS RIDGE VENT AND SOFFIT VENTS TO PROVIDE FOR VENTILATION AT ATTIC, TYP. existing vented attic EXISTING GARAGENEW GARAGE 9'-1 1/8" A A4.1 EXIST. STAIR LANDING EXIST. MUD- ROOM SECTION @ 1/4"= 1'-0"C B A4.1 SOFFIT DIM. SOFFIT DIM. NOTE: DRAWING INDICATES THERMAL INSULATION AT BUILDING ENVELOPE ONLY. FOR THERMAL INSULATION R-VALUES, SEE THERMAL ENVELOPE SCHEDULE ON THIS SHEET, TYP., U.N.O. FOR ADDITIONAL ENERGY NOTES AND AIR SEALING REQUIREMENTS SEE DETS. 1 A5.1 2 A5.1 TYP. NEW WINDOW NEW WINDOW NOTE: PROVIDE SOFFIT FOR HVAC SUPPLY/RETURN AIR DUCTS, VERIFY EXACT SOFFIT DIMENSIONS WITH HVAC SUBCONTRACTOR IN THE FIELD 8" 16'-4 1/2" 17'-0 1/2" 1'-4" TRUSS HEEL HEIGHT FIN. FLR. @ EXISTING MUDROOM 105'-8 3/4 T. SLAB @ EXIST. GARAGE 100'-0 T. PL. @ EXIST. GARAGE +/-109'-1 1/8 T. BM. @ ENCLOSED STORAGE +/-108'-1 1/8 T. PL. @ EXISTING MUDROOM 114'-9 7/8 +/-9'-1 1/8" T. PL. @ NEW GARAGE 117'-0 1/2 +/-7'-2 1/8" CEIL. HEIGHT @ OPTIONAL LOFT +/-10 1/4" 3/4" SUBFLOOR & 9 1/2" LVL @ OPTIONAL LOFT - - NEW CONSTRUCTION EXISTING BUILDING date: remarks: 2 4 8 FT0 GLENWOOD SPRINGS 919 Palmer Avenue Glenwood Springs, CO 81601 Phone (970) 379-9239 Palomino Residential Design jackpalomino55@gmail.com Copyrigh t Palomino Residential Design Development Building Design Construction 23-0424 A4.1 job no: 23-0424 drawn by: xx checked by: xx date printed:xx Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colora do 81601 CLIMATE ZONE Group R FENESTRATION U-FACTOR b SKYLIGHT U-FACTOR b GLAZED FENESTRATION SHGC b, e SLAB R-VALUE & DEPTH d CRAWLSPACE WALL R-VALUE cCEILING R-VALUE WOOD FRAME WALL R-VALUE 5 0.30 0.55 NR 49 20 or R-13+R5 h R-10 for 24" Below R-15/19 EXCERPT FROM TABLE 402.1.2, 2018 IECC INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a a R-values are minimums. U-factors and SHGC are maximums. Where insulation is installed in a cavity that is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the R-value specificed in the table. NOTES: d e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Alternatively, insulation sufficient to fill the framing cavity and providing not less than the R-value of R-19. h The first value is cavity insulation, the second value is continuous insulation. Therefore, as an example, "13+5" means R-13 cavity insulation plus R-5 continuous insulation. i Mass walls shall be in accordance with Section R402.2.5. The second R-value applies where more than half of the insulation is on the inteior mass wall. NR = No Requirement R-5 insulation shall be provided under the full slab area of a heated slab in addition to the required slab edge insualtion R-value for slabs as indicated in the table. The slab edge insulation for heated slabs shall not be required to extend below the slabs. FOR SI:1 Foot = 304.88 mm b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: In Climate Zones 1 thrrough 3, skylights shall be permitted to be excluded from glazed fenestration SHGC requirements provided that the SHGC for such skylights does not exceed 0.30. c "10/13" means R-10 continuous insulation on the interior or eterior of the home or R-13 cavity insulation on the interior of the basement wall. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. Alternatively, compliance with "15/19" shall be R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. FLOOR R-VALUE R-15/19R-30 g MASS WALL R-VALUE i OPAQUE DOORS R-4.75 INSULATION NOTES: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL INSULATION AND FENESTRATION REQUIREMENTS ARE IN COMPLIANCE WITH ALL CURRENT JURISDICTION APPLICABLE CODES AND THE ENERGY REPORT REGARDLESS OF THE SPECIFIC INFORMATION IDENTIFIED ON THESE DOCUMENTS. 2.INSULATION INSTALLED WITHIN ALL BUILDING ASSEMBLIES (FLOOR-CEILINGS; ROOF-CEILINGS; WALLS; CRAWLSPACES; AND ATTICS) SHALL COMPLY WITH FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION PER IRC SECTION R302.10 1. 3.FOAM PLASTICS SHALL COMPLY WITH IRC SECTION R316 (eg IN CRAWLSPACE FOAM IN RIM JOIST). R-13/17 BASEMENT WALL R-VALUE c GENERAL NOTES 1. DO NOT SCALE DRAWINGS - CONTACT ARCHITECT OR ENGINEER CONCERNING DISCREPENCIES OR MISSING INFORMATION. 2. COMPLY WITH ALL APPLICABLE BUILDING CODES AND CONFORM WITH MATERIAL AND EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. 3. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. EXTERIOR WALLS TO BE 2X6 @ 16" O.C. UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS. 5. INTERIOR WALLS TO BE 2x4 @ 16" O.C. UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS. 6. CROWN ALL STUDS, JOISTS, AND RAFTERS. CROWN JOISTS AND RAFTERS UP. 7. COORDINATE JOIST PLACEMENT WITH PLUMBING FIXTURE LAYOUT. 8. HOLD ALL PLUMBING TRAPS AS HIGH AS POSSIBLE. COORDINATE WITH CABINET ACCESSORIES. 9. NO VENT OR PLUMBING STACKS ARE TO BE LOCATED IN PARTY WALLS 10. THE UPPER LEVEL PLUMBING STACKS ARE TO BE CAST IRON UNTIL THEY REACH THE CRAWL SPACE. 11. THE PURPOSE OF THESE DRAWINGS IS ONLY TO GRAPHICALLY DEPICT THE GENERAL NATURE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING DIMENSIONS AND SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. THE ARCHITECT AND/OR ENGINEER SHALL BE NOTIFIED OF ANY VARIATION FROM DIMENSIONS OR CONDITIONS SHOWN IN THE DRAWINGS. 1. BUILDING THERMAL ENVELOPE THE PERIMETER OF THE BUILDING THERMAL ENVELOPE IS DEFINED BY THE PERIMETER EXTERIOR WALL TYP., U.N.O. 2.THE BUILDING PERIMETER WALLS, INCLUDING PERIMETER CRAWLSPACE WALLS; PERIMETER WALLS AGAINST UNEXCAVATED AREAS (RETAINING WALLS); CATHEDRAL CEILINGS; ATTIC CEILINGS; AND CONDITIONED FLOORS OVER NON-CONDITIONED SPACE WILL BE INSULATED TO THE INSULATION STANDARDS IDENTIFIED ON THE BUILDING SECTIONS, TYP., U.N.O. 3.THE BUILDING PERIMETER WALLS, ARE FRAMED OF 2x6 STUDS @ 16" O.C., TYP., U.N.O. 03-01-24 Permit Submit SI D IN G PE R F AC AD E EL EVAT I ON S, T YP . C ON C R ET E F O UN D AT I ON ST EM W ALL & C ON T IN U OU S F OOT I N G PER ST RU C T . D W GS. RO OF IN G M ATER IALS, PR OVID E R OOF CO VER IN GS CLASSIF IE D PER S EC. R 90 2 AN D MAT ERI ALS C OMPLYI NG WI TH SEC R 904, SEE R OOF PLAN, SH T. A1.1 WA LL S ECT IO N @ 3/4"= 1'-0"2 C ON T IN U OU S F D N. D R AI N, SEE SO IL S R EPO RT C ON T IN U OU S R AD ON PI PE LO OP, I N ST ALL ED A T OW N ER 'S R EQU E ST ROOF PIT CH,SEE ROOFPLAN, TYP. PR EF AB T R U SS w / APP R OVED T R US S CO NN E CT OR AT EAC H T R US S PER SEC . R 80 2.1 1, R EF . ST R U C TU R AL , T H E C O NT R AC T OR SH ALL PR OV ID E T O T HE B UI LD I NG D EPA RT M EN T TH E M AN U F AC TU R ER 'S I NS TA LLA TI ON AN D BR A CI N G R EQU I R EM EN T S PR IO R T O F R AM IN G I N SPEC T I ON C EI LI NG I N SU LAT I ON , SE E BU I LD IN G SE C TI ON S GY P. BD . I N T ER IO R W AL L F I N IS H, T YP. M OI ST U RE V APO R R ET AR D ER , PR OV ID E AN APP RO VED M OI ST U RE V APO R R ET AR D ER I NS TA LLE D ON TH E W AR M -I N-W IN T ER S ID E OF TH E I NS U LAT IO N S EC R 70 2.7 , 6 M IL . VI SQU EE N O R APP R OVED EQ UA L T . W IN D OW H EAD , PE R F AC AD E EL EVAT I ON S T. S LAB , SE E S ECTIONS T. FTG., SE E S TRUCT. T. CONC. W AL L SE E S TRUCT. T. TOP PL ATE, SE E S ECTIONS T . W IN D OW H EAD , PE R F AC AD E EL EVAT I ON S GY P. BD . I N T ER IO R C EI LI N G F IN I SH , T YP . NO TE: 1.) PECO RA FLEX IB LE CAULKING A ND PRE-INSULA TION IN THE TO P AND BOTT OM P LATE, GA P S IN STUD PACKS A ND FRAMING . 2.) FO AM ALL PENE TRATIONS B ET WEEN FLOO RS AND E XT ERIO R WALLS. 3.) FO AM IN EVERY A IR BA FFLE TO THE TRUS S B AYS. CO NFIRM NO AIR LEAKAG E AROU ND TO THE ATTIC. W OOD F RAMING NOTES: 1.) WOO D SP E CIES FO R BUILDING COMP ONENTS SHALL BE AS SP E CIFIED PER THE FOLLO WING CODE SECT IONS: FLO ORS - SEC. R502.1; W ALLS - SEC. R602.1; AND RO OF/CE ILING - S EC. R802.1 2.) RO OF T RUSS E S - THE CONTRACTO R SHALL PROVIDE ENGINEE RED PREFAB RO OF T RUSS SHOP DRA WING S THA T A RE ST AMP ED AND SIGNED BY A COLO RADO LICENSED PROFS SIONAL ENG INE ER I NS UL AT ED WI N D OW H E AD ER , T YP. 2x STU D WAL L w/ PR ESSUR E TR EATED SI LL PL ATE A ND AN CH OR BOLT OVER SI LL SEALER , SEE ST RUC T . D W GS. TYP. 4' T HI CK UN HEAT ED REI NF ORC ED CO NCR ETE SLAB O N GRAD E OVER SPR AY F OAM IN SU LAT ION AN D COMP AC T ED BA CKF ILL PE R SOIL S REP ORT , T YP. CO MPRESSI BLE SE AL AT SLAB PER IM ET ER C ON T . D AM PR OO FI N G AN D RI GI D I N SU LAT I ON BO AR D AT ST EM W ALL W I ND OW PER F LOO R PL AN /F AC AD E EL EVAT I ON S, T Y P. C ON T IN U OU S PE RI M ET ER ZI P-R EX TE RI OR I NS UL AT IO N SH EA TH I N G AN D W EAT H ER BAR R I ER , T YP. TRUS S HE EL HEI GHT V ARI ES, SEE SECTI ON S GR ID PLY. ROOF SH EATH IN G, SEE ST R UCT . DW GS., T YP. IN SULAT I ON BAF FL E FOR R OOF VENT IL AT ION , WH ERE OCC UR S, VERI FY LOCAT IO NS I N TH E F I ELD DR AWI NG IN DI CA TES I NSU LATI ON IN R OOF/CEI LIN G/W ALLS/ SUB-GR ADE WA LLS AN D FLOOR S. FOR SP EC IF IC M IN IM UM R -VALU ES OF IN SULA TI ON R EFER T O T HE BUI LDI NG SECT ION S, T YP., U .N .O. THE GEN ERA L CONTRA CTOR S HA LL BE R ESPO NS IBLE FOR V ERI FYIN G TH AT A LL IN SULA TION AN D FEN ESTRA TION REQ UIR EMEN TS AR E IN CO MPL IAN CE WITH A LL CURR ENT J UR IS DICTION AP PLICA BLE COD ES A ND TH E ENER GY R EPO RT R EGAR DLE SS O F TH E SPE CI FIC INFORMATION IDEN TIFIED O N THE SE D OCUMEN TS . 3.IN SULA TION INS TA LL ED W ITH IN A LL BUILD ING A SS EMBLIES (FLOOR -CEIL INGS ; ROO F-CEIL INGS ; W AL LS; CRAW LSPA CES ; AND ATTICS) S HAL L COMP LY W ITH FLA ME SP REA D IN DEX AN D SM OKE-DEV ELO PED I NDE X FO R IN SULA TION PER IRC S ECTI ON R302.10 2. 4.FOAM PL AS TI CS SH ALL COMP LY W ITH IRC S ECTION R316 (eg IN CR AW LS PACE FO A M IN RIM J OIS T). IN SULAT I ON N OTES: 1. C ont. Airflow C ont. Ai rfl ow VE NT ED AT T IC PR EF AB . VE NT ED SO FF I T BO AR D O R C ON T IN U OS S OF FI T VE NT , P R OVI D E C LEA R VE NT I N G TO C ON T IN U U S RI D GE VE NT CONT. 2 4 GA UGE FLA SHING TO PROTECT INSUL ATION, COL OR AS SE LECTED TO MA TCH ADJACE NT S URFA CE S AND/OR A S S ELE CTE D BY THE OW NER N OTE: WALL SECTIO N DEPI CT S ID EALIZED BUILDING COMPO NENTS AND INSULATI ON CONDI TIO NS. FO R SPECI FIC PR OJECT CO ND IT IONS SEE BU ILD IN G SECTI ON S. F LOO R SY ST EM , W H ER E OC C U R S, SE E PLAN , P R OVI D E SP RA Y FO AM I N SU LA TI ON AT R IM J OI ST C. IF ANY DUCT S ARE INSTALL E D IN AN AT TIC OR GA RAGE OR UNCONDITIONE D OR UNH EATED CRAWL SPACE, A DUCT L EAK TEST WILL BE P E RFORMED A ND PR OVIDED TO THE B UILDING D EPA RTMENT FOR APPROVAL . E. M EA NS OF COND IT IONING CRA WL SPACE : NO RETURN A IR REGISTER IN C RAW LSPAC E. S UPPL YING CONDITIONED AIR FROM FORCED A IR HEAT AND COOLING SYSTEM . A. M AND ATORY RE QUIREM EN TS SEC TION 4 02 .2.3 IE CC: ACCE SS HA TCHES BETWE EN CONDITIONED A ND U NCONDITIONE D SPA CES TO BE WE ATHER ST RIPPED AND INSUL A TED TO A L EVEL E QUIV AL EN T TO INSUL ATION L EVEL OF SU RROUNDING S URFACE S. SEC TION 4 02 .4 IEC C: A IR SEAL IN G MEASU RE S SH AL L BE P ROVIDED AT THE FOLL OWING LOCATIONS - 1 ) DRY WALL AT TH E ATTIC TOP PLATE WILL BE SEALED W ITH D OU BLE STICK MASTIC BEF OR E INSTAL L IN G DR YW AL L OR CAUL KE D FROM ABOVE AFTER DRYW AL L IS INSTAL L ED. 2 ) AL L RECE S SED LIGHTING SHAL L B E AIR TIGHT WITH SEAL ED TR IM R IN GS . AL L RECE SSED LIGHTING FIXT URES BET WE EN COND IT IONED A ND UNC ON DITIONED SPACE S SHA L L BE RATED FOR IN SUL ATION C ON TAC T. 3 ) A L L DUC T BOOTS SHA LL BE SEALED W ITH M ASTIC TO FLOOR OR ADJACE NT W AL L OR CEIL ING SUR FAC E. 4 ) RIM (BAND) JOIST OR SILL PL ATE SH AL L BE C AULK ED TO SEAL AL L AIR INFIL TRA TION. JOIS T CAVITIE S SHA LL BE FILL ED S OLID W IT H FOAM. 5 ) CHA S ES LEA VING CONDITIONE D SPA CE AND ENTE RING VE NTIL ATED ATTIC SH AL L BE DR AFT STOP AND SEA LE D AIR TIGHT W ITH FOAM OR CAULK. 6 ) STAIRS, BATHTUB S, FIRE P LA CES, AND POR CH ROOF(S) ME E TIN G EXTER IOR W AL LS SHA LL BE SE ALED WITH AN AIR BA RRIE R IN TH ES E L OCATION S COVER IN G THE EXPOSED B ATT IN SUL ATION W ITH PL Y WOOD, D RYW ALL OR OTHER APPROV ED A IR BAR RIER. 7 ) THE WA L L BETW EEN THE GAR AGE AND TH E HOUS E SHA L L BE TREATED AS AN EXT ERIOR WA L L. AL L PENE TRATIONS, GAPS AND POTEN TIAL L E AK A REAS SHAL L BE CAUL KE D, FOAM ED , SEAL ED OR GASK E TED . INCL UDING B LOCKING AND R IM JOIST. 8 ) ALL MECHA NICA L, PLUM BING AN D EL E CTRICAL PE NET RAT IONS SH AL L B E CAUL KE D, FOAM ED , SEAL ED OR GASK E TED . 9 ) ANY C ON DITION TH AT W IL L R EQUIRE SPECIAL KN OW LE DGE OR EFFORT DUR IN G CONSTRU CTION . SEC TION 4 02 .4.5 IE CC: THE IC (INSULA TION CONTACT) RATED F IX TUR ES AN D AIR SEALIN G REQUIREMENTS W IL L B E ADHE RED TO IF R ECESSED L IGHT IN G IS U SED B ETW EE N COND ITIONE D A ND UNC ON DITION ED S PACES. SEC TION 4 03 .2.2 IE CC: IF ME CHANICAL S YS TEMS OR D UCT WORK IS L OC ATED OUTS IDE TH E THERM AL ENV EL OPE (IE, GARAGE , UN CONDITION ED C RAW LSPAC E OR ATTIC) THEN THE SYSTE M MU ST PA SS TOTAL DU CT LEA KA GE OR DUC T LE AKAGE TO OUTDOOR TEST. THE TEST RESULT S SHALL BE PR OVIDE D TO/BY T HE P ROJECT EN ERGY CONSUL TANT. SEC TION 4 04 IE CC : THE LIGHTING EF FIC AC Y OF 9 0 % OF A LL L IGHTING F IX TUR ES MUS T QUAL IFY A S H IGH EFFICAY. B. SPECIFIC 2 01 5 IRC REQUIREMENTS; SEC TION 3 03 .4 IRC: AS HR AE STAND ARD 6 2 .2 -2 01 9 , VEN TILA TION AND ACCE PTABL E INDOOR AIR QUALITY IN LOW-RISE RESIDENTIAL BUL DINGS - THE HVAC SUBCONTR AC TOR WIL L A SS IST W ITH CALC ULATIONS AS NEED ED FOR THE REQU IR ED VENTILATION SY STEM COMPON EN TS OF THE BU IL DING THA T WILL ME E T ASHRAE S TA NDARD 6 2.2-2 01 9. D. EQUIPMENT S PECIFICATION S. B AC K DRAFT TE S TS W IL L B E PE RFORME D A ND PROVIDE D BY/TO THE E NERGY CONSU LTANT AND THE B UILDIN OFFICIAL FOR POWER VENT OR OPEN COMBUSTION MECHA NICA L EQU IPME NT. F. WHOL E HOUSE VENTILATION SY S TEM: WH ER E THE AIR INFIL TRATION RATE OF A DWELL ING IS LESS THAN 5 AIR CHANGE S PER H OU R, T HE DW E LLIN G UN IT SHA LL BE P ROVIDED WITH A WHOL E HOUSE ME CHANICAL V E NTILATION SYSTEM IN ACCORD AN CE W IT H SE CTION M1 507.3 ENER GY CON SER VA TIO N CO DE N OTES1 G LENW OO D SPRING S 919 Pa lme r A ve nue Glenwood Springs, CO 81601 Phone (970) 379-9239 Palomino Resid entia l D esign Deve lopm en t Bu ild ing Desi gn C on struction jack palo mino 55@gmail.c om Copyright Pal omino Residen tia l Design 23-0424 A5.1 date : re ma rks: job no: 23-0424 dra wn by: JP che cke d by: JP da te pr inte d: xx WALL SEC TION, ENERG Y NOTES A5.1 03 -01-2 4 Permit Su bmit Kennedy Resid en ce Addition a nd Altera tions 2074 CR 109 Glenwood Springs, Colorado 81601 GAS-FIREDBOILER24"x24"VIF GAS-FIREDFAU24"x24"VIF UP 2R R=7 1/2" T=11" EXISTING ELEC MAIN DISCONNECT PANEL EXISTING ELEC CONDUIT TO EXISTING DISCONNECT PANEL HOSE BIBB EXIST 1/2 STOP PASS-THRU ELEVATOR 45 DEGREE WINDER TREAD ENTRY LEVEL ELECTRICAL PLAN @ 1/4"= 1'-0"NORTH ENTRY LEVEL ELECTRICAL PLAN E2.2 ELE CTRICAL LEGEND RECESSED CEILING FIXTURE LSURFACE MOUNTED CEILING FIXTURE SURFACE MOUNTED WALL FIXTURE (SCONCE) LIGHT TRACK AND LENGTH DIRECTIONAL SPOT LIGHT FIXTURE VANITY LIGHTS EXHAUST FAN EXHAUST FAN WITH LIGHT F HEAT, LIGHT, VENT HEATER JUNCTION BOX FOR FAN JUNCTION BOX FOR OWNER SUPPLIED LIGHT FIXTURE STEP LIGHTS RECESSED WALL MOUNT LIGHTS GARDEN LIGHTS FLUSH MOUNT GROUND LIGHTS DUPLEX RECEPTACLE T TV S 3 L.F. S 3S A,B,ETC.S RS 4S TS 1/2 SWITCHED RECEPTACLE WATERPROOF RECEPTACLE SPECIAL OUTLET - RE: PLAN SINGLE POLE SWITCH THREE WAY SWITCH FOUR WAY SWITCH RHEOSTAT (DIMMER) SWITCH SPECIALTY SWITCH SWITCH ON TIMER THERMOSTAT TELEVISION OUTLET TELEPHONE JACK INTERCOM SMOKE DETECTOR GARBAGE DISPOSAL ELECTRICAL PANELBOARD J JUNCTION BOX NOTES: 1. ALL SWITCHES SHALL BE MOUNTED @ +48" A.F.F. TYP., U.N.O. 2. ALL OUTLETS SHALL BE MOUNTED @ +12" A.F.F. TYP., U.N.O. 3. OUTLETS AT COUNTERTOPS SHALL BE MOUNTED @ +44" A.F.F. TYP., U.N.O. 4. CONTRACTOR TO VERIFY WITH OWNER LOCATION AND METHOD FOR POWER TO HEAT TAPE SYSTEM W.P. DUPLEX FLOOR RECEPTACLE OSS SWITCH ONOCCUPANCY SENSOR GROUND FAULT INTERRUPTORGFI WATERPROOF GROUND FAULTINTERRUPTOR RECEPTACLEW.P.GFI SP 2/1 SPEAKER, "2 1N 1" TYPE A/V AUDIO/VISUALINTERCONNECT UNDER CABINET LIGHT SP SPEAKER O SURFACE MOUNTED LIGHT 1. NO LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS, R404.1. 2. ALL HIGH EFFICACY LAMPS INSTALLED WILL BE LED (LIGHT-EMITTING DIODE) TYPE. ELECTRICAL POWER AND LIGHTING SYSTEMS NOTES NOTE: LOCATE NEW ELEVATOR ELEC DISCONNECT PANEL TO MEET MIN. CLEARANCE REQUIREMENTS FOR SERVICE ACCESS, VERIFY EXACT LOCATION, w/ THE EQUIPMENT MANUFACTURER (E)(E)(E) W. P. GFI J KP (E)(E)(E) W.P. GFI W. P. GFI (E) (E) (E)(E) (E) W.P. GFI (E) (E) S 3S (E)(E) S S (E)(E) S 3S3S3S 3S3 S 3 S3 S 3S 3S 3S 3S 3S CEIL. MTD. OUTLET FOR GARAGE DOOR OPENER CEIL. MTD. OUTLET FOR GARAGE DOOR OPENER (E) S 3 S(E) 4S(E) (E) 3S(E) PROVIDE 30 AMP/230V OUTLET FOR R/V USE, VERIFY EXACT PLUG TYPE AND LOCATION IN THE FIELD PROVIDE AFCI/GFCI PROTECTED OUTLET AT THE GARAGE, TYP. U.N.O. PROVIDE WALL MTD. LIGHTING FIXTURES ALONG EAST AND WEST WALLS, VERIFY EXACT MOUNTING HEIGHT IN THE FIELD TYP. NOTE: "E" DENOTES EXISTING ELECTRICAL FIXTURE, OUTLET OR DEVICE AND WILL REMAIN AS INSTALLED, TYP. U.N.O. W.P. GFI 3STO LOFT ABV TO LIGHTING CONTROL SWITCH BELOW 3S W.P. GFI W.P. GFI S 24-0424 A2.2 date: remarks: job no: 24-0424 drawn by: xx checked by: xx date printed:xx 2 4 80 GLENW OOD SPRINGS 815 Blake Avenue Glenwood Springs, CO 81601 Phone (970) 947-9014 Fax (970) 947-9137 Palomino Design-Build PC www.palominodesignbuild.com Copyright Palomino Design-Build PC Architecture Development Construction Kennedy Residence Addition and Alterations 2074 CR 109 Glenwood Springs, Colorado 81601 03-01-24 Permit Submit B D A A4.1 D C A4.2 A A4.1 B A4.1 B A4.1 C A4.2 A BA 2 7 3 5 1 C C 4 6