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HomeMy WebLinkAboutPEC17-0010_A104_1508779458.pdf X04" °F g'' z 4 TOWN OF VAIL USE 1 4 Ilk a a EXTEND ALL EXISTING CHIMNEY HEIGHTS TO Ilk 4o �p �1 „'b ■ A250 A251 A201 A252 EXIST. CHIMNEY WITH NEW MEET CODE REQUIREMENTS (24"ABOVE STONE CAP, RE: ELEVATIONS & PEC ANY CONSTRUCTION WITHIN 10'-0" WALL SECTIONS,TYP. APPROVED 5/22/2017 12:00:00 AM HORIZONTALLY), TYP.; RE: ELEVATIONS I I 91 vr 0 KK0 II 1 GG EEA ® CC I AA B C D E ® F 0 © O K ® O L.5 M� 0 II 8'-0" 4-0 4-0 8'-0" 3'-9�" 4'-2/2" 8'-0" 8'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-0" 2'-0" 2'-0" 2'-0" / / /._ / / / / / I / / / / ±10'-0" FIN SH / / / / / / / / / ■� 1'-3" 1'-3" - - 1 _ e - - - I / / NEW CHIMNEY WITH NEW ENGINEERED SNOW I I STONE CAP, RE: ELEVATIONS & FENCING PER SPEC. SNOW GUARD,TYP. 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CHIMNEY CA I isti 1rai 1sszsta ''I ��141' 1” ION - - - - - - ��� MT.BELVEDERE45 LLC© \ - © 50WINTERST,#L4600i liriMgMMIPP.MlilEma I 11r1i=E IIMMMIEMMMMEMMITIF.PIMEMMIIMMMiiiMl ' WALTHAM, MA 02451 ■ , I� M ■■■■ UIU� CPROVIDE HIMNEY AS REQURAT END RED PER OSNOW ■■■■■■■■■■■■■■■■■iI � o ARCHITECT 4240 ARCHITECTURE �I•' ■ 3507 RINGSBY CT.STUITE 117 'di,,■ REVIEW REPORT,TYP. il —=■■■ MIEL1��.•■� �� DENVER,CO 80216 ■ �-, \ �� ��� ■1� I �■� 4 _ _ _ _ _ 'O �' CIVIL ALPINE ENGINEERING,INC. \ ��� G°.°E°a AI � ■• ■■��� ■■�■�■ EXTEND CRICKET PAST SIDES OF immeilmoi ■■■■■■■N■■� �� 4L; .r \ 6 ENGINEER 34510 HIGHWAY 6 UNIT A-9 6A *� EDWARDS,CO 81632 '� CHIMNEY AS REQUIRED PER SNOW Eno RE: MEP FOR �� � <' , ■■■■ ■■■■■�. ■■ REVIEW REPORT,TYP. ■.— ROOF EXHAUST .....11111111 I W 4 I o LANDSCAPE SHERRY DORWARD PENETRATION ■� I ARCHITECT P.O. BOX 3766 1011111LW II■I■■■■■ mommomilm. LOCATIONS B■ E ■ � 4 VAIL, CO 81658 ����� ■�� - _ - - __ - ! . ■ - - - \ STRUCTURA. MONROE NEWELL I I ■■■■■■■■■■■I■■■■■■■■■■■■■■■■= —■■■■■ imam■■■■� ` 11, BALCONY ill ENGINEER 70 BENCHMARK RD.SUITE 204 0 . - - owe-- - - • BELOW AVON, CO 81620 BALCONY P ■■ii■■■■■■■■■ Ii■■■■■■■■■■■■■■■■■■ilii■■■■■■■■ I■■■■■■■■■III ilb:__ 4® Y MEP DMCE ENGINEERING BELOW 3 1/2 :12 1 I ■ ENGINEER 5737 6TH AVE. Ilk , • ...114111.1. 1 11...............A. 1 -1111 ■■■■■■■■■1 �� LAKEW000,CO80214a2oo OI �r r� I ii► — — — - — — — — —I \ 8 ..wi ., ■ 11 RIDGE EL._ ±137'-11" / 8217.9' 1111 ■■■■■ ■■■■i� , a I I INTERIORS ASSOCIATES III INTERIOR DESIGN / I I ■ ■ ■: '� /\< DENV1516 ER,AOE80202TI_ ..44 LOW" emeeems Mil X4IE 3-1/2 :12 - - - - - , �� p1 -- - - -- - - `�• . A255 ' Sign "Ile 1111■■ RIDGE EYE BOLTS FOR ROOF ■ HIW ■■I1 * ■ 1 1 1/ ■■■■ SHOVELING, PER SPEC &SNOW ■■■■� --■■■■■ ■■� 14 ��p\rj I •,. REVIEW REPORT,TYP. 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I �� �� � �� ■II, ■��■ 111..111 ■ E■ m CC o +� ► PER MEP I N © _ _ - eo 1/4:12 l ■ �� I 3-1/2 :12 3-1/2 :12 I --...gmop--W III IA A o ii WA - i1 ���N&W.,LV4�1W A"W�1►� 111W���.���"Ii'������'�i�Yl►����r -WIZ •��i II LL' EM=MmErir 7 ■ ■ E■� ■ 77 W 0 M7L 41 l __ __ __ __ __ __ _ _ AG �' __ ►� _ ��'!:FA !E'=ER - _ __ A EM.11. ' 'off R1 E __ _ _�_ - __ 0 -- 0 C - EXTEND CRICKET PAST SIDES OF 1� �I ���/ ■ 1.1.11.... -I A253Qm 0NBALCONY I 0,,, I CHIMNEY AS REQUIRED PER SNOW �f BELOW I/ �� I ■ ■ ■ r U - row ���, I ■ IIP6111.111.10 EIMME Oco REVIEW REPORT,TYP. �' I� 1� _ M ga I/1`-� t■IMI . :, .1 MPROVIDE DIVERTER AT END OF —� ���� - - , - C■ ■ ■ ■ > MCHIMNEY AS REQUIRED PER SNOW �_�_� _ Cw /1 m _ -I- ... =�- i- 1111111 � 44 REVIEW REPORT,TYP. ' 91! / 16V ALLEY SNOW MELT PER SP C &SNOWREVEW DS �I � ■ ■ iI ■ ■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ •►� „ FENPEPEC & EXSTING CHIMNEYWTH NEWL ENGINEERED SNOW FENCING PER CO W 1.1. SNOW REVIEW REPORT, STONE CAP, RE: ELEVATIONS & SPEC. &SNOW REVIEW REPORT, �� ■ _ ■ �I,11111.1... ■ LD I TYP. WALL SECTIONS,TYP. 1 TYP. / 4-0' / _____--- ®O _��4 0 r _ (�`, 1♦ � - - - - E � o • . �.I ■ g■ ■ ■ PROVIDE G ■ ■ / GUTTER, RE: EAVE C, GROUP ROOF PENETRATIONS ON �� ■B ■ r ■ II•■ DIVERTER AT END ■ ■ " / ___/ -- ' © 3-1/ :12 ■ 1 #B ■ ■ o' REQUIRED PER ■ ' se_A201 1 1SNOWREVIEW Ingi 1il- Bii __I ��±6-4" ■� - . - - \BALCONYI ,.1I FINISH ■ EXTEND CRICKET ■ 2 _ BELOW 'I MEMM7 • �I� PAST SIDES OF MITIIMM SNO MELT AT EAVE '� ' III_iN■E■�fI■ CHIMNEY AS ■ o PER SPEC.&SNOW j ■ ■ ,�_'� REQUIRED PER 1111.11 REVIEW REPORT,TYP. ��' ll - ,■ SNOWREVIEW ■,� O■= mi REPORT,TYP. r-- , ,�! � _ I - TIM \ 19� �� ' z ■ ■ ■ ■ IIID HEAT TRACE AT ��� ■ + L l , T.O.CHI NEY CAP ■ ■ IIM, o GUTTERS PER SPEC. & �� ■� . 135' 1 WiMEMEM1= 1= = ■ ■ SNOW REVIEW REPORT, SNOW RETENTION NOTES II �I I ■ ■ 111. TYP.1� I&O.■ I ■ ISI �_i ■-■ - MIIMMI - 1. THE SNOW RESTRAINT SYSTEM IS SHOWN DIAGRAMMATICALLY ONLY TO SHOW THE INTENT OF THE AREAS OF THE ROOF TO BE RETAINED.THE SUPPLIER IS TO VOI � ■ ► A o A ZD PROVIDE AN ENGINEERED SYSTEM DESIGNED FOR THE LOCAL CONDITIONS,TAKING INTO ACCOUNT THE ROOF SNOW LOAD,ROOF SLOPE AND ROOFING N ` ■ ■ ■ !�, 3T1/2 :12 , , ■ �� �� �� 1 I - -- \MATERIAL.SAMPLES OF THE PROPOSED SNOW RETENTION HARDWARE WILL BE REQUIRED FOR APPROVAL ALONG WITH SHOP DRAWINGS. _ _�_ I • o 2. THE SUPPLIER IS TO PROVIDE ENGINEERED SHOP DRAWINGS INDICATING LAYOUT OF THEIR SYSTEM,SPACING OF ALL HARDWARE,DETAILS FOR ATTACHMENT 0 \ I I �11 �� ' &WATERPROOFING,DESIGN CRITERIA,AND SPECIFIC CONDITIONS USED IN THE DESIGN OF THE RETENTION SYSTEM. 1.111.111 -■'• o L■,■- I3. THE ENGINEERED SNOW RETENTION SYSTEM IS TO BE SUPPLIED BY TRA SNOW&SUN INC.,APLINE SNOW GUARDS OR APPROVED EQUAL. I11II _ I �1 �. �" x, 4. SNOW BRACKETS:THE MANUFACTURER IS TO RECOMMEND A SNOW BRACKET SUITABLE FOR THE ROOFING TYPE.THE BOTTOM ROW NEAREST THE EAVE IS TO ���III �I ���1■ ■ Mil ■ \ 0 HAVE HALF THE SPACING OF THE UPPER ROWS(i.e.DOUBLE THE NUMBER OF BRACKETS FOR THE BOTTOM ROW)UNLESS COMBINED WITH A SNOW FENCE. �s �s/ dill �1 r 5. SNOW FENCES.THE MANUFACTURER IS TO RECOMMEND A SNOW FENCE SUITABLE FOR THE PROPOSED ROOFING.UNLESS SPECIFIED OTHERWISE,USE A TWO ����� �����f J�� ��� ���i lim= 1 .l■ o BAR SYSTEM.THE SNOW FENCE CLOSEST TO THE EAVE IS TO BE WITHIN A FEW INCHES OF THE EAVE LEAVING AS LITTLE UNRESTRAINED ROOF AS POSSIBLE. ��� �� ion. NIIM. 3-1/2 :12 3-1/2 :12 THE LOWEST FENCE IS TO HAVE ICE FLAGS OR MESH TO PREVENT THIN LAYERS OF SNOW AND ICE FROM SLIDING UNDER. 4'-2" - ;_tj • - N6. RE;STRUCTURAL DRAWINGS FOR ENGINEERED ATTACHMENT OF SNOW FENCING TO ROOF. ►� +, 1■ • ALL CHIMNEY FLUES TO BE - - ' MOW II ��2'-0" MIN.ABOVE ANY ,� _ + ■ ®j I • w I■ ■ � • \ A IDGE EL. 123 1 1/4 �� ® ,m ■ ■ 411) W ■ CONSTRUCTION WITHIN 10'-0" I ■ o ■ ■HORIZONTALLY,TYP. ®41 111 MIME 11__________ EXISTING CHIMNEY WITH NEW 1- - 1.■EIAi.. - \ 1 \ 0 STONE CAP, RE: ELEVATIONS & �'�-' '� �'WALL SECTIONS,TYP. Lt=i=■■'-■_II11 '-„— M EXISTING CONSTRUCTION TO REMAIN; NO WORK ��" PLAN NOTES IN THESE AREAS EXCEPT AS OTHERWISE REQ'D I I X IN DRAWINGS &SPECIFICATIONS. 1111 2'-5/4" 8„ 1. COORDINATE NEW WORK WITH DEMOLITION PLANS. SNOW MELTI BALCONY BELOW 2. RE:STRUC.FOR NEW COLUMN LOCATIONS,REINFORCED COLUMNS& ����� BYLIN (RIM) i 03 FOR CONSTRUCTION 2017-09-07 BEAMS,AND FLOOR&CEILING PENETRATIONS. 3. RE:MEP FOR DUCT&VENT LOCATIONS I 02 PERMIT REVISIONS 2017-08-25 4. VERIFY EXISTING DIMENSIONS&CONSTRUCTION ASSEMBLIES PRIOR TO L IROOF PLAN 01 BUILDING PERMIT ISSUE 2017-07-21 PROCEEDING WITH WORK. © NORTH\ 5. RE:ELEVATIONS&SECTIONS FOR ROOF SLOPES U.N.O. A201 1/4" = 1'-O" ISS.#k DESCRIPTION DATE \ \ PROJECT NO.: 21074.00 _ a ROOF PLAN