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HomeMy WebLinkAboutB13-0413 PLANSi i i i r� NA V4 i i i I `— — T _ B13 -0413 J ! j EXISTING f o RESTROOMS f Al f f f f ! / __j / r / ° I II I I / I EXISTING TENNIS COURTS I EXISTING I LOCATION OF EXISTING SWITCHGEAR, CONCESSION REF A1.1 FOR NEW ROOF INFORMATION BUILDING // / / Q / Design Review Staff Approval / B Warren Campbell at 3 14 pm Oct 04 2013 OAJA A.1 O 6 ` TOWN OF VAIL � y ' � CII cozo 50 ! Z3il39�® DAVID KAS�tAK 9 RECEIVED By David Rhoades at 10:18 am, Sep 24, 2013 d Mal z W NZ uj Z LLI v �0� lL o A LT � U N h >h 0 —> LL. � W U CL .pro. SITE PLAN FNQLTMY 20112137.02 I 9A 7/13 O�AbMIM O.I.1®M AO NOTES: 1. PAINT NEW COLUMNS TO MATCH TYPICAL WOOD TRIM COLOR, 2. ALL NEW WOOD TRIM AND SOFFIT FINISHES TO MATCH EXISTING WOOD TRIM. USE SAME SPECIES OF WOOD AS EXISTING CONSTRUCTION. 3. ALL NEW ROOF FLASHING FINISH TO MATCH EXISTING. 4. REPAIR/PATCH EXISTING CONSTRUCTION DAMAGED BY NEW WORK TO MATCH EXISTING CONSTRUCTION. k1 rowN of VAIL co �o DAVID KASELAK V' 15 -3244 NI) AfkE� Design Review Staff Approval The applicant shall use wood post /columns to support the new roof form which are a minimum of 4 "x4" in dimension and are stained to match the wood facade elements on the building. EXISTING BOULDERS F— _ - CF+ COLUMN, REF STRUCT DWGS T I NEW ROOF ABOVE I I I 1 I � � I EXISTING ELEC EQUIPMENT I 2 PARTIAL FLOOR PLAN A1.1 1/4" = 1' -0" By Warren Campbell at 3:14 pm, Oct 04, 2013 PARTIAL ELEVATION A1.1 1 1/4" = 1' -0" U ZIN11 Z W Is$ l..0 N Z W r LU .a n 5 CL OC CL O V N a Try LL r Uj U T� CL �FON ELECTRICAL ROOF PLAN/ ELEV mcwm. 20112137.2 om %I V 3 oarM w 0�w �wI1 A l A TIO PLATE EXISTING T/O SLAB EXISTING J o� �r�oo owO °¢ ©�' O p \J Off° °0 0 FAI EXISTING ROOF EAVE NOTE: REMOVE EXISTING GUTTER THIS AREA z i FILL GAP AT SIDES OF CABINET WITH WOOD TRIM TO MATCH TYPICAL WOOD TRIM — LL 6-0" WOOD BLOCKING 1/2" EXTERIOR PLYWOOD, PTD TO MATCH SOFFIT CONTINUE PLYWOOD SOFFIT AT SIDES OF CABINET ELECTRICAL CABINET EXISTING WALL FINISH NOTE: EXTEND NEW ROOF PAST SIDES OF CABINET BY B" MIN, WRAP MTL FLASHING AROUND SIDES AND CONTINUE TO EXISTING FASCIA TRIM The applicant shall use wood post /columns to support the new roof form which are a minimum of 4"x4" in dimension and are stained to match the wood facade elements on the building. EXISTING WALL CONSTRUCTION GRACE ULTRA UNDERLAYMENT MTL FLASHING, MATCH ROOF FLASHING COLOR 1/2" EXTERIOR PLYWOOD ROOF FRAMING, REF STRUCTURAL DWGS -ov: Cot ((A co �� �3l1 ° DAV1D_KAS L , TUBE STEEL COLUMN, REF STRUCTURAL (PTD TO MATCH WOOD TRIM) I 1E. III. I I. III. 17: —I 1 1 -11 1 -11 1 -11 1: NEW FOOTI ,REF STRUCT � � -� � I- EXISTIN CONCRETE -I I- III - III -1 I 1 -III: "MAIN � NANCE PAD" :III -1 I I- III -1 I I -1 I I- DETAIL SECTION A2.1 11 1/2" = V -0" Z I' J.ip ■ z Ilj. 4 s z j Ili W 0 FAI EXISTING ROOF EAVE NOTE: REMOVE EXISTING GUTTER THIS AREA z i FILL GAP AT SIDES OF CABINET WITH WOOD TRIM TO MATCH TYPICAL WOOD TRIM — LL 6-0" WOOD BLOCKING 1/2" EXTERIOR PLYWOOD, PTD TO MATCH SOFFIT CONTINUE PLYWOOD SOFFIT AT SIDES OF CABINET ELECTRICAL CABINET EXISTING WALL FINISH NOTE: EXTEND NEW ROOF PAST SIDES OF CABINET BY B" MIN, WRAP MTL FLASHING AROUND SIDES AND CONTINUE TO EXISTING FASCIA TRIM The applicant shall use wood post /columns to support the new roof form which are a minimum of 4"x4" in dimension and are stained to match the wood facade elements on the building. EXISTING WALL CONSTRUCTION GRACE ULTRA UNDERLAYMENT MTL FLASHING, MATCH ROOF FLASHING COLOR 1/2" EXTERIOR PLYWOOD ROOF FRAMING, REF STRUCTURAL DWGS -ov: Cot ((A co �� �3l1 ° DAV1D_KAS L , TUBE STEEL COLUMN, REF STRUCTURAL (PTD TO MATCH WOOD TRIM) I 1E. III. I I. III. 17: —I 1 1 -11 1 -11 1 -11 1: NEW FOOTI ,REF STRUCT � � -� � I- EXISTIN CONCRETE -I I- III - III -1 I 1 -III: "MAIN � NANCE PAD" :III -1 I I- III -1 I I -1 I I- DETAIL SECTION A2.1 11 1/2" = V -0" Z z 4 s z W $s$ W 29 W N W LU u C 1 CL Q () N w■ � `c h rI ��rW1 U 2 .pro. ELECTRICAL ROOF DETAIL numm. 2M12137M � W17113 NA"W OOpN ow" A2.1 ISHMM EXISTING-ROOF FRAMING NEW 1 3/4" X 16" LVL LEDGER WITH 11-2" cP X 5" LACE -BOLT AT 6" NEH-ROOF SHEATHING NEH 1 3/4" X 16" LVL AT 2'-O"--RIP TOP TO SLOPE NEW (3) -1 3/4" X -7 1/2" VL BEAM- RIP TOP TO SLOPE- NAIL 4" IN (2) -ROHS SIMPSON HU14 HANGER 51MP50N HU1.81 /5 HANGER H55 3X3X3116 — COLUMN 5' -0" MAX. EXISTING HOOD STUD OR CONCRETE HALL 3/4" = 1' -0" z F �3 L5X5X1 /4 X 6" HITH (2) -1/2" d) X 4" LA&- BOLTS 2„ 21. 1/2" I /2" 3/6" X 5" X 5" 5T BASE PLATE WTI- (4) -1/4" m X 4" EXPANSION ANGH 10" 4) GONORETE PIER (2) - #4 EACH HAY 65 3X3X3/16 :OLUMN NON- SHRINK GROUT 3 TIES AT,?'-O" 4) -$4 TOTE: LOCATE :OUNDATION PIERS F" FROM PROPOSED .00F EDGE 310FOOT BF-2-4 TOOTING SECTION 5X2 3/4" = 1' -0" Monroe & Newell FORD PARK - SPORTS CENTRAL ROOF EXTENSION TITLE: SECTIONS Engineers, Inc. 1WROVNIENTS P.O. Box 1597 _ DATE: 09/17/2013 �� 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 NO. 8727.13 SCALE: 3 = V-0" DRAWN BY: AVN EMAIL avon @monroe- newell.com