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Home My WebLink AboutPlansTHE GLENW O CAVERNS main building rem odel/additon 51000 TWO RIVERS PLAZA GLENWOOD SPRINGS, COLORADO Nn No' • rs APPRovED EXCEPrBJp Cr TO NOTED NS & INSPECTIONS BUl GARFIELD COUNTY ��:co:::DATi:711_E T NO P:sr: THEC Le RV � Cf; I . % t,� o n is �5 �,z,t_ 24 / 5-7- = BC , 2.10 g er-R„ . ittlj b b 4144 3 t lel aa' ?Poona 7 3. 4-tA c -7/1-i Lfc 7?,c.x .:? KS? 4_ &r.4. 4000." R&41.Litterpoori ABBREVIATIONS: ABOVE FINISH FLOOR ACCOUSTICAL CEILING TILE ADJUSTABLE ALTERNATE ANCHOR BOLTS AND ARCHITECTURAL AT BEAM BEAM POCKET BEARING BLOCKING BOTTOM BOTTOM OF FOOTING BUILDING BY OWNER CABINET CEILING CENTER LINE CERAMIC TILE CLEAR COLUMN CONCRETE CONNECTION CONTINUOUS DETAIL DOUBLE DOWEL EACH WAY ELEVATION EXISTING EXTERIOR FLOOR FOOTING FOUNDATION GAUGE GLU-LAM GYPSUM WALL BOARD HEIGHT HOOK HORIZONTAL INFORMATION INSULATION JOIST LINEAR FEET LIVE LOAD LONGITUDINAL NOT IN CONTRACT ON CENTER OPPOSITE OVER PAINTED PERFORATED PLATE PLYWOOD PROPERTY LINE REINFORCEMENT REDWOOD REQUIRED RESILIENT REVISED SHEET METAL SIMILAR SQUARE FEET STANDARD STEEL STUDS THICK TOILET TOP OF FOOTING TOP OF PLATE TOP OF LEDGE TOP OF WALL TOTAL TOWEL BAR TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERTICAL VINYL WALL COVERING WATER CLOSET WATER HEATER WATERPROOF WATER RESISTANT WNDOW WITH WOOD A.F.F. A.C.T. ADJ. ALT. A.B. 8 ARCH. BM. BM. PKT. BRG. BLK'G. BOT. B.F. BLDG. B.O. CAB. CLG. CL. C.T. CLR. COL. CONC. CONN. CONT. DTL. DBL. DWL. E.W. ELEV. OR EL. EXIST'G EXT. FLR. FTG. FND. GA. G.L. G.W.B. HT. HK. HORIZ. INFO. INSUL. JST. L.F. L.L. LONGINT. N.I.C. O.C. OPP. O/ PTD. PERF. PL. PLY. PROP. LINE REINF. RDWD. REQ'D. RESIL. REV. S.M. SIM. S.F. OR 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. WIN. W/ WD. SYMBOL LIBRARY: BUILDING SECTION WALL SECTION DETAIL MARK DETAIL REFERENCE ROOF SLOPE ELEVATION MARK DOOR SYMBOL WINDOW SYMBOL INTERIOR ELEVATION MARK NORTH ARROW DETAIL NUMBER SHEET WHERE LOCATED DETAIL NUMBER _____37 SHEET WHERE LOCATED DETAIL NUMBER SHEET WHERE LOCATED DETAIL NUMBER SHEET WHERE LOCATED DETAIL NUMBER SHEET WHERE LOCATED RISE: RUN I, etrii T. CONC. 100'-0 O MATERIALS: EARTH VS / 1 UNDISTURBED FILL _III -III IIS SAND GRAVEL MASONRY BLOCK BRICK STONE ASPHALT CONCRETE WOOD I/j( /ryl FINISH ROUGH f BLOCKING // / PLYWOOD METAL STEEL INSULATION BATT fir Win IIREMENSHE - --- RIGID FINISHES GYPSUM BOARD PLASTER hili i11111�1, �1i CERAMIC TILE STONE IIIIIIIIIIIIIIIII CARPET MISC OVERFRAMING SHEET INDEX: COVER A1.0 INFO SURVEY A1.1 SITE PLAN D2.1 DEMOLITION PLAN A2.1 MAIN LEVEL PLAN A2.2 UPPER LEVEL PLAN A2.2 ARCHITECTURAL ROOF PLAN A3.1 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A5.1 ARCHITECTURAL DETAILS S1.1 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILS/NOTES Code Review BUILDING CODES: 2015 IBC, 2009 IECC REFER TO EXISTING BUILDING PERMIT #8481 DATED 6-11-02 SPRINKLERED BUILDING USE: EXISTING BUILDING:A-3,B,M,S1,S2 PROPOSED ADDITION: ACCESSORY STORAGE & CANOPY CONSTRUCTION TYPE: EXISTING BUILDING 2A. PROPOSED ADDITION 2A AND TYPETV ROOF PER TABLE 601 NOTE c, 1406.3 exception 4, SPRINKLERED FLOOR AREA: EXISTING BUILDING(PERMIT #8481) PROPOSED ENTRY CANOPY TOTAL AREA 12,097 SF 1,029 SF 13,128 SF ALLOWABLE (TABLE 506.2) TYPE 2A, A-3(most restrictive) 46,500 sf EXISTING COVERED WALKWAY BUILDINGS ON THE SAME LOT AGGREGATE FLOOR AREA PER 705.3 EXCEPTION 1 TOTAL AREA EXISTING PEDESTRIAN WALKWAY (TRAM QUEUE) TOTAL AGGREGATE AREA ALLOWABLE (TABLE 506.2) TYPE VB, A-3(most restrictive) TRAM QUEUE SE 104. 13,222 SF 1,088 SF 14,010 SF 18,000 SF LKWAY" PER IBC SECTION 3104.3(2) ALLOWS FIRE -RETARDANT -WOOD STRUCTURAL MEMBERS. THE EXISTING 2X ROOF RAFTERS AND PLYWOOD WILL BE TREATED WITH FLAME STOP II BY FLAME STOP, INC.. 0. PROPOSED CANOPY CONSTRUCTION EXTERIOR WALL PROJECTIO1 (995,2)0496.3 exception #4re- ROOF FRAMING (602.4.5)4,02,41ROOF(602.4.7), CLASS A ROOF COVERING PROPOSED SIDING METAL SIDING 04173.5) WOOD SIDING(1406.2) PARAPET CONSTRUCTION SECTION 705.11.1 iQ.c L.) / f 'f AciD14 - .1 -WO PIZ ax. 1 ?a c4P011. Fcup>w itt- Nif,J beim. COALJ tatZ8-.C. ki)t04.4 iia d 17° fit Pitt sig -4,z Fi it a R aatitofroc r.000a AS ?Liz 2303.a vi 402.4 SURVEYOR: CONTRACTOR: TEAM MEMBERS: ALL INQUIRES SHOULD BE DIRECTED THROUGH THE ARCHITECT RED US t 1.I r c design + build 815 BLAKE AVE. GLENWOOD SPRING‘,. CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 brucegredhousearchitecture .com V1 t Zo •11. I4 Wmar it CZ O � Q rw V N A O ± 0 O E h -z � °z°55 3Q .~ o O P•tz03 W • `r w C I� W•: `Z CZ E E-1 m � .£ E 0. 2 0 o ,• ,.� V 203 j Li i '.. Y. •�i" D ti�oN' E L �z 1; 5 W V1 M..I °' z o b Thi ❑ ' a �rovc�y d U O A1.0 0836 A1.0 EXISTING COVERED PEDESTRI WALKWAY / \ \ \ EXISTING WIND WALL STRUCTURE TO REMAIN EXISTING TENT STRUTURE TO BE REMOVED / EXISTING COURTYARD TO / REMAIN \ EXTENT OF PROPOSED CONSTRUCTION EXISTING GUEST SERVICES BUILDING TO BE RgMOVED X" EXISTING X\ STAIR at <; 7 7 7 7 7 7 e, 7 e, (,SL SLJ Cd� 7 7 7 7 7 7 7 7 7 SITE PLAN @ 1"= 81-0" O� Wooden Outhouse Feature 6.0'x6.0' Wooden Shed C3 R v HovSE ; 1 d Chit'Ct11 C design + build 815 BLAKE AVE. GLENWOOD SPRINGS, CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 bruce@redhousearchitecture.com • iI w c� o �_ ra cQo Pt A o O Ealcv3 O Ali t"4�v) �Q �•.00 r2) 1-4 'S w . H E U SITE PLAN A1.1 0836 A2.1 WALL LEGEND '///,/�� , EXIST. CMU EXIST. HEAVY TIMBER/STEEL STUD EXIST. POURED -IN-PLACE CONC. .�/// fa/A4 EXIST. BRICK VENEER 2:WOf,.r�.'i'� NEW CMU WALL NEW STEEL STUD FRAME prr �07 C� lA uft ttlASI �`� ,i � De et,% 'gyp 1+�� .e;1 et �� 4 I fe, f 10- tv ,ri NOTE: TREAT R EXISTINGEXIST'G STRUCTURE SHALL FRAMING PED . TRIBE FIRE SPRINKELED BY WALKWAY ROOF ITH OTHERS II FIRE-RETARDA T PAIN! B.9 19'-8 1/2" V.I.F. PLAZA 44'-5 1/1" V.I.F. c.s 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. 9 1/ 9'-3 7/8" 9'-3 7/8" 3 5i8" 5'-9 5/8" 16'-6 1/4" 8'-9 1/4" 13'-4 5/8" ilk P EXISTING EDESTRAI WALKWAY Az-EXI ING WALL -SEE ATTACHED DETAIL THICKENED CONCRETE EDGE - SEE STRUCTURAL PLANS V.I.F. V.I.F. r ,\ REMOVE EXISTING SLAB AS REQUIRED FOR PROPOSED FOOTINGS/FOUNDATIONS , TYP. EXISTING BUILDING TO BE REMOVED CD) ■ NEW HANDRAIL TO MATCH EXISTING NEW RIDGE EXIST'G GUARDRAIL TO REMAIN 6'-7 1/8" V.I.F. PROPOSED SHEAR W FRAME OPENING IN EXISTING WALL FOR PROPOSED DOOR PROPOSED ENT VESTIBUL ! OF- j i S i .D. S PROPOSED1L (LI) 8080 2'-7 7/8" V.I.F. I, i irk w a 0 s 1. CONC. T00'-0 V.I.F. (E) WIN. COVERE 48:6 53.1 PLAZA (E) DOOR (E) WIN I I I I L ---i j -1 2\ 5.1 r I L SLOPEPER 1/8" FT. EXISTING STAIRS TO REMAIN �+--r--r--r r r--r---r ,- BRIDGE 10'-3 7/8" EXISTING STRUCTURE, V.I.F. T. CONC. 100'-0 V.I.F. GIFT SHOP RETAIN ACCES TO FIRE DEPARTMENT CONNECTION EXISTING STRUCTURE, V.I.F. PROPOSED STEEL COLUMN PER STRUCTURAL MAIN LEVEL FLOOR PLAN Scale: 1l4" = Scale: 1/4" = design + build 815 BLAKE AVE. GLENWOOD SPRINGS. CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 brace(aredhousearchitecture.coni Q d dO �O aU wv NV) ) 3Q s W •5 l io ;c 8 10-10-16 Permi a o A2.1 0836 A2.1 V.I.F. 1: 0 3'-3" 5'-7 1/8" 1' 10 3/ V.I.F. V.. F. 15-0 4'-6" 8'-9 3/8" 8'-9 3/8" 4'-6" 1' 10 3/ 5" 1/8" 0 3'-6" '-3 1/4'/ V.I.F. 2 V.I.F. V I.F. V.I.F. V.I.F. 12 V I.F. V.I.F. V.I.F. A 0 NOTE: SIGNAGE BY OWNER I RAISE PARAPET AS SHOWN, TYP. PROPOSED BARNWOOD SIDING, TYP. EXIST'G TRAM ROOF TO REMAIN 7 Cigiri l iCIA WiUriU=CsA IIIIIIIIIIIIIIIIIIIIIIIIV,� :;.��!!! �uif,� ��I��i!:'''AIIII■ II■1■1■II■I■■ , " i 1 —IN i 8.0 9.0 9" PROPOSED ROOF STRUCTURE EXIST'G DOORS TO REMAIN EXISTING WINDOW TO REMAIN EXISTING LOG BUILDING/COUNTERTOP TO BE REMOVED T. RAISE PARAPET AS SHOWN, TYP. CORRUGATED METAL ROOFING, TYP. EXISTING TRAM BUILDING EXIST. PARAPET 125'-9 3/4" V.I.F. T. ROOF 124'-6 V.I.F. PROPOSED STRUCTURE PER PLAN CORRUGATED METAL SIDING, T. BM. / 113'-6" V.I.F. T. CONC. UPPER 112'-6" V.I.F. T BM. 110'-6" V.I.F. TYP. EST ELEVATION Scale: 1/4" = 1'-0" T. CONC. MAIN 100'-0 V.I.F. PROPOSED STRUCTURE PER PLAN BARNWOOD SIDING, TYP. EXISTING WINDOW TO REMAIN, TYO. C T. EXIST. PARAPET 125'-9 3/4" V.I.F. T. ROOF 1241E V.I.F. EXIST'G STRUCTURE TO REMAIN PROPOSED STRUCTURE PER PLAN \M 113'-6T I" V.I.F. T. CONC11. 2'UP-6' PV.I.F.ER 110'-6" V.I.F. T CONC. MAIN 100' 0 V.. a PROPOSED EXIT DOOR PER PLAN PROPOSED ENTRANCE DOOR PER PLAN CORRUGATED METAL SIDING, TYP. N O RTH ELEVATIO N Scale: 3/16" = 1'-0" @0) Cs.0) T. EXIST. PARAPET 125'-9 3/4" V.I.F. RAISE PARAPET AS T. ROOF SHOWN, TYP. 124'-6 V.I.F. 7 CORRUGATED METAL ROOFING, TYP. EXISTING TRAM BUILDING PROPOSED STRUCTURE PER PLAN CORRUGATED METAL SIDING, T. BM. TYP. / 113'-6" V.I.F. T. CONC. UPPER 112'-6" V.I.F. T. BM. 110'-6" V.I.F. BRIDGE TO EXISTING PEDESTRIAN WALKWAY PER PLAN EXITSING COVERED TRAMWAY PLATFORM W EST ELEVATION T. CONC. MAIN 100'-0 V.I.F. Scale: 1/4" = 1'-0" REI) HOUSE architecture design + build 815 BLAKE AVE. GLENWOOD SPRINGS, CO. 81601 PHONE (970) 945-8240 FAX (866) 431-1950 brucegredhousearchitec:ture.com N 0 x c? CO r•l iet E� X W W W oa A3.1 0836 A2.1 r