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HomeMy WebLinkAboutPEC17-0010_A251_1508779458.pdf .,„........00„4, , ,e.,, z 4 BUILDING SECTION NOTES BUILDING SECTION ASSEMBLIES BUILDING SECTION ASSEMBLIES TOWN OF VAIL USE 1. COORDINATENEWWORKWITHDEMOLITION PLANS. TYPICAL ROOF ASSEMBLY TYPICAL WOOD SIDING WALL ASSEMBLY (LEVEL 2 & 3) J 10 TYPICAL LEVEL 1 FLOOR ASSEMBLY TYPICAL STONE VENEER WALL ASSEMBLY 2. RE:STRUC.FOR NEW COLUMN LOCATIONS,REI NFORCEDCOLUMNS&BEAMS,AND FLOOR&CEI LI NGPENETRATI ONS. PEC 3. RE:MEP FOR DUCT&VENT LOCATIONS COPPER ROOF SHINGLE PANELS STAINED RUSTIC WOOD LAP SIDING WITH LIVE EDGE OVERAPPROVED 4. VERIFY EXIST'NGDI MENSI ONS&CONSTRUCTION ASSEMBLIES PRI ORTO PROCEEDING WITH WORK. EXISTING FLOOR FINISH OVER 4" STONE VENEER W/WEEPSAS REQ'D 5/22/201712:00:00AM W/ COPPER CLEATS OVER EXISTING PLYWOOD SUBFLOOR 30# BLDG. PAPER ON 1/8" DRAINAGE MAT 5. FINALEXTERIORINSULATION R-VALUEAND THICKNESS DEPENDENT ON LOCATION. 30 LB. ROOFING FELT OVER (HIGH-HEAT) OVER EXISTING 2X WOOD JOIST 3/4" EXT. PLYWOOD SHEATHING (R-0.8) OVER 2" RIGID POLYISO (R-11.4) OVER WEATHER RESISTIVE BARRIER OVER 6. MAINTAINALLREQUIREDFIRERATED ASSEMBLIES. ICE & WATER SHIELD UNDERLAYMENT OVER EXISTING GWB CEILING 1/8" DRAINAGE MAT OVER 5/8" EXT PLYWOOD SHEATHING (R-0.6) ON 7. PROVIDEACOUSTICISOLATION BETWEEN RESIDENCE&TENANT SPACEWHEREVERPOSSIBLE. ATLAS-ACFOAM 4-1/2" NAILBASE, EXISTING SPRINKLER SYSTEM 2" TYP. (R-11.4) RIGID POLYISO INSULATION OVER 8. INTERIORFINISHESTBD. 2X6 EXISTING or NEW STUD WALL PER STRL. WITH CLOSED CELL 9. SEE ELEVATIONS FOR WALL FINISHES. INSULATION (ASSUME TOTAL R-VALUE=24.2) OVER WEATHER RESISTIVE BARRIER OVER SPRAY INSULATION (R-33) 4-1/2" POLYISO INSULATION (ASSUME Total R-VALUE =26.8) OVER 5/8" EXT. PLYWOOD SHEATHING (R-0.6) ON or SELF-ADHERING MEMBRANE AIR/VAPOR BARRIER OVER TYPICAL BASEMENT LEVEL FLOOR ASSEMBLY 2X6 EXISTING or NEW STUD WALL PER STRL. WITH CLOSED-CELL DOUBLE WIDTH BRICK WALL WITH 2" INSULATION IN CAVITY (R-10) EXISTING CONSTRUCTION TO REMAIN: NO WORK 1/2" PLYWOOD PER STRUCTURAL OVER, (ASSUME TOTAL SPRAY INSULATION (R-33) 5/8" G.W.B. (R-0.6), IN THESE AREAS EXCEPT AS OTHERWISE REQ'D R-VALUE=0.62) OVER EXISTING FLOOR FINISH OVER 5/8 G.W.B.• RE: STRUCT. & SPEC., TYP. IN DRAWINGS & SPECIFICATIONS. T&G DOUG-FIR ROOF DECKING, (ASSUME TOTAL R-VALUE=3), RE: SPEC. EXISTING CONCRETE SLAB RE: STRUCT. & SPEC., TYP. FINAL INTERIOR FINISH TBD OVER FINAL INTERIOR FINISH TBD COPPER BYLIN ROOF ICE MELT SYSTEM AT PERIMETER - 1 HR RATED ASSEMBLY, RE: SHEET G010 EXPOSED ROOF BEAMS, RAFTERS & PURLINS PER STRL. TYPICAL EXTERIOR BALCONY FLOOR ASSEMBLY OVER HEATED SPACE TYPICAL WOOD FRAME & PANEL SIDING ASSEMBLY TYPICAL STUCCO WALL ASSEMBLY SNOW GUARD PER ROOF PLAN VERIFYALLNEWORREMODELEDASSEMBLIESCOMPLYWITH2015IECCCHAPTER5PERSCRIPTIMPROACH 3/4" STONE TILE & TH INSET ON WOOD FRAME & PANEL SIDING (R-0.8) OVER ±7/8" STUCCO VENEER (R-0.2) OVER TOWN OF VAILTHERMALCLIMATEZONE:6B TYPICAL LEVEL 3 FLOOR ASSEMBLY SLOPED WATERPROOFING ON 30# BLDG. PAPER ON 2 LAYERS WATER RESISTANT BARRIER INSULATION VALUES: 1 1/2" MORTAR BED WITH RADIANT SNOW MELT ON 3/4" EXT. PLYWOOD SHEATHING (R-0.8) OVER 5/8" CEMENT BOARD (R-0.3) OVER ROOF: R-49 MIN(R-54 PROVIDED) 3/4" WOOD FLOORING (TILE IN BATHROOMS, WOOD or CARPET IN 1/4" DRAIN BD. ON 1/8" DRAINAGE MAT OVER 2" TO 4" (R-11.4 TO R-41.3) RIGID POLYISO INSULATION OVER WOOD FRAMED WALL: R-13 + R-7.5ci-or-R-20 + R-3.8ci (R-43-74 PROVIDED) BEDROOMS & CLOSETS) CONT. WATERPROOF MEMBRANE ON 2" (R-11.4) RIGID POLYISO INSULATION OVER WEATHER RESISTIVE BARRIER OVER MASS WALL: R-15.2ci (R-22 PROVIDED) 1-1/8" WARMBOARD-S SLOPED MORTAR OVER SLIP SHEET (1/8" PER FT. MIN.) ON WEATHER RESISTIVE BARRIER OVER 5/8" EXT. PLYWOOD SHEATHING BELOW GRADEWALLS: R-loci (NO NEW BELOW GRADE WALLS ENCLOSING HABITABLESPACE) 11-7/8" BCI'S PER STRUCTURAL 3/4" EXT PLYWOOD SHEATHING ON 5/8" EXT. PLYWOOD SHEATHING (R-0.6) ON 2X6 EXISTING or NEW STUD WALL PER STRL. WITH CLOSED-CELL WOOF FRAMED FLOORS: R-30 (R-30 MIN.PROVIDED) 3-1/2" DROPPED FURRING EXISTING 2X WOOD JOISTS OR REINFORCED FRAMING PER STRUCT. 2X6 STUD WALL PER STRL. WITH CLOSED-CELL SPRAY INSULATION SPRAY INSULATION (R-33) HEATED SLAB ON GRADE: R-20 FOR48"BELOW(R-20 MIN.PROVIDED) 1/2" SOUND BOARD WITH R-30 MIN. SPRAY FOAM INSULATION (R-33) or UNHEATED S.O.B.: R-15 FOR 24" BELOW 1/2" RESILIENT CHANNEL EXISTING OR NEW 5/8" GWB CEILING (FIRE SEPARATION AS REQ'D) 5/8" G.W.B., DOUBLE WIDTH BRICK WALL WITH 2" INSULATION IN CAVITY (R-10) OPAQUENONSWINGINGDOORS: R-4.75 3/4" WOOD PANELING EXISTING SPRINKLER SYSTEM RE: STRUCT. & SPEC., TYP. 5/8" G.W.B.(R-0.6), WOOD DOORS: U-0.5(U-0.5 OR BETTERPROVIDED) NEW SPRINKLER SYSTEM FINAL INTERIOR FINISH TBD RE: STRUCT. & SPEC., TYP. GLAZED DOORS: U-0.55(U-0.32 PROVIDED AT COMMERCIALDOORS,U-0.32 PROVIDED AT RESIDENTIALDOORS) RE: RCP's FOR DROPPED CEILING LOCATIONS TYPICAL EXTERIOR OVERHANGING BALCONY FLOOR ASSEMBLY FINAL INTERIOR FINISH TBD 4240 Architecture Inc FIXED FENESTRATION: U-0.36(U-0.32 PROVIDED) OPERABLEFENESTRATION: U-0.43 (U-0.32 PROVIDED) 3/4" STONE TILE & THINSET ON ENTRANCE DOORS: U-0.77 (U-0.77 OR BETTERPROVIDED) TYPICAL LEVEL 2 FLOOR ASSEMBLY SLOPED WATERPROOFING ON TYPICAL STONE WALL ASSEMBLY AT CHIMNEYS 43-45 RIVA RIDGE LLC 4600 SKYLIGHTS(N/A): U-0.5,SHGC: 0.40(N/A) 1 1/2" MORTAR BED WITH RADIANT SNOW MELT ON W 950 WINTER AT, 451 3/4" WOOD FLOORING (TILE IN BATHROOMS) 4" STONE VENEER W/WEEPS AS REQ'D WALTHAM, MA 02451 SHGC PF<0.2: SEW:0.40, N:0.53 1/4" DRAIN BD. ON SHGC 0.2 <PF<0.5 SEW:0.48, N:0.58 1-1/8" WARMBOARD-S CONT. WATERPROOF MEMBRANE ON 1/8" DRAINAGE MAT OWNER MT. BELVEDERE 45 LLC SHGC>0.5 SEWN:0.64 2X3 SLEEPERS WITH ACOUSTIC INSULATION ON MORTAR OVER SLIP SHEET (1/8" PER FT. MIN.) ON 2" RIGID POLYISO (R-11.4) OVER WEATHER RESISTIVE BARRIER OVER 950 WINTER ST, #4600 1/8" ACOUSTIC MATDOUBLE WIDTH BRICK WALL WITH 2" INSULATION IN CAVITY (R-10) WALTHAM, MA 02451 1" MIN. SLOPED POLYISO INSULATION ON 30-LB FELT ISOLATION BARRIER 2X6 EXT. T&G EXPOSED FROM UNDERSIDE ON EXISTING CLAY FLUE ARCHITECT 4240 ARCHITECTURE EXISTING 3/4" PLYWOOD SUBFLOOR OR NEW 3/4" PT PLYWOOD EXPOSED REINFORCED PURLINS PER STRUCT. RE: STRUCT. & SPEC., TYP. 3507 RINGSBY CT. STUITE 117 SUBFLOOR ON EXPOSED BEAMS FINAL INTERIOR FINISH TBD DENVER, CO 80216 EXISTING 2X WOOD JOISTS OR REINFORCED FRAMING PER STRUCT. RE: ELEVATIONS, SECTIONS, RCP'S & STRUCT. (W/R-30 MIN. OVER EXT. SPACE) CIVIL ALPINE ENGINEERING, INC. ENGINEER 34510 HIGHWAY 6 UNIT A-9 EXISTING OR NEW 5/8" GWB CEILING (FIRE SEPARATION AS REQ'D) EDWARDS, CO 81632 EXISTING SPRINKLER SYSTEM LANDSCAPE SHERRY DORWARD ARCHITECT P.O. BOX 3766 VAI L,CO 81658 STRUCTURAL MONROE NEWELL ENGINEER 70 BENCHMARK RD. SUITE 204 AVON, CO 81620 MEP DMCE ENGINEERING ENGINEER 5737 6TH AVE. LAKEWOOD, CO 80214 INTERIORS ASSOCIATES III INTERIOR DESIGN 1516 BLAKE STREET DENVER, CO 80202 Z O TYPICAL ROOF ASSEMBLY © © © ZA 6A 0 YA 10 0 4111) ®® 0 0 0 0 0 16 m 18 19 20 fa 0 0 Q 0 BEAM IN WALL BEYOND PER STRUCT. I 1 1 1 1 1 1 1 I 1 1 Z N % © � - M� _ TOP OF EXISTING PEAK LLI -� ��, ii EL. 137'- 3 1/4" Ce I DI Jl11=11 atim �: I N Di » Immimi \\iii j/O` III -�:,,;, 1 _ _ 1 11 1'1 M 1'1 I 1 WM I 1 1 1 w� cam, 41 �� //;:•e1 SAU A EQUIP PER MEP Ir►Ji��r°, _' ■I■ ■■ ■■�1■ IIIgfW -= r (M I- o I( 11 /I- -��1 I 1- i 1 -�11■11i 'J �I�I�I-/- v) O L� � �'=' I ' ' IJ,Il1Q - - _■ - TOP OF EXISTING PEAK 0O 3 ;_1= �� i./ II III - - - ■■ - EL. 132'- 4 3/8" Q D �' WC THRiOM SAUNA H�L 1 I MT o c� DROPPED CEILING IN KITCHEN & DI� ��� 315 307 X306 EM, , 309 �� O U - TYPICAL WOOD SIDING WALL ASSEMBLY HALL, RE: RCP'S FOR CEILING HEIGHTS �� 1�1L. ■� ��� - co �� �� I _ II \ NMiiii'�_■■ coJ_ co IIII 111 Q0 ._-■ SIDE WALL VENTING OF DRYER, ( 1 1 ) 1 1 I 1. �j �� \\ .i. m.-t_--, TYPICAL LEVEL 3 FLOOR ASSEMBLY KITCHEN EXHAUST ETC, RE: ELEV. � 1 111 III 1 �1 I I I IS3AoR lilIUI'I' �! ■ ' �� i ' �I��i1 ��1' I ■ _`_. ,- �,�f�� I 1 1 TYPICAL WOOD PANELED SIDING WALL ASSEMBLY TRELLIS, RE: ELEV. mmI� i IN�U�mhe II 11MAIIIIITOW___ thibl& IT _ - L3FINHFLOOR■ I■■■ ■iall I-M ii1M�- ii ii 1 _ I ___ ry ' Mint TOP OF EXISTING PEAK �-� I. _ll ll_ 11ll -11� 1 I1■- 1,IU1 _____ INTERIOR STAIR PANELING �© if7, EL. 122'- 8" 1 � IT OUAND ii TBD / MMI 1111 J__ Ilb ABINETRY �ER INT. 1 � I -1 I I_BUILT-IN BBQ :�I�sl;i;i��M�_ IM M� =�;� • - r�UMI ii I ii i�I il �: .I- IIIIIIIIIIIIIII■1 V MME S T A T ■ I ■ •■ •. , I I II II I� M �. o �_ L� 210 1 . - i` ii IPA+1 ��- 1 I.,�l I ■� EXHAUST ■■■■■ - I,e _ /I' ■I■ - . II 1I1- REINFORCED OR REPLACED FRAMING M `i �i 1■■■■■ HOOD ����■ I I I / -I- I . PER STRUCTURAL,TYP. - - / ■ �, 1 ■■■■ ■■■■■ I / DI �� i , WEST 'LL ■Ir■■SII KITCHEN ■■■■■ I /'// �. TYPICAL STUCCO WALL ASSEMBLY I BALCONY ] ■■■■■mon o 203 I■■■■■ III RECEP // • • TYPICAL LEVEL 2 FLOOR ASSEMBLY ! 232 ■l MM1 48" Gas ��� CSI 209 -�// ' � ' •:':�II� . ,Z IL I =III! RANGE iiri 17 ' 'III I •;`; " I l� A251 TYPICAL EXT. BALCONY FLOOR ASSEMBLY OVER HEATED SPACE 1 �: 1 p 1 ���� • ���� �' WA - oo� ®®IN i illllll , .. �I .... ����� ■■ , L2 FI NISHFLOOR SLOPE TO 'flI ► DRAINI ■ . 1 - ■A � 11111Wi■■i 1 illi III i i■■i■ � I ■ ■i■■iII 1 I i i■■i■ � I ■ ■i■■ i■ ■ L2 TOP OF EX. PLYWOOD NEW WINDOWS & REINFORCED ] it1. II /� I. - - �� ■■ ■��■■■ ��■■■■■ ■ ■■ ■■■j !IITEI!j _!. _I - - - - EL. 109'- 45/8" FRAMING AS REQ'D PER STRUCT, TYP. I �1 1 i 1 - - - / I 111 111 I I I-. il -41111F �C TENANT I STAIR _ '/II��l��. In f III _u1 _er._� i /� �� SPACE 110 /�,, '0111111111_11 - l�l�l • �� -1i�i 1 -- . LI 151 III 1C REINFORCING OF COLUMNS & BEAMS PER STRUCT. - ; II 11 \ • ■ ' • . ■ . _ _ IIIL 11 :/ I' TYPICAL STONE WALL ASSEMBLY 7RADIANT FLOORS AT RESIDENTIAL ENTRY, RE: MEP I /• � L1 ENTRY FINISHFLOOR L1 FINISHFLOOR ]I -II I Iiiiiiiii TYPICAL LEVEL 1 FLOOR ASSEMBLY A, 1 ��� "PlqiigliprIP EL. 100'- 81/2" „'_ " :.III I I I I I i_- _ _ ■ ■�, - \ II■� I \� � �;i ii ii ii ii ii ii ii ii ii ii ii ' 'i .� ���. � I L1 TOP OF PLYWOOD • - - - -- - Mr.PJM, , ,M,ILMMEMB .EMMMEMMEAEII-- - - ----- i I I I I I I I I 1�i I EL. 100'- 0" �) l� I I CONCEALED DOO TO STORAGE 5 - - - - - - - - - - - UNDER STAIR (AA 1 1 TENANT NEW FOUNDATI N & FRAMING 1 SPACE PER STRUCT. I I I 051 I I I I I I I 10 1 1 1 1 I (E)1-HR ASSEMBLY BETWEEN ENTRY AND RETAIL BELOW TO REMAIN 02 PERMIT REVISIONS 2017-08-25 TYPICAL BASEMENT FLOOR ASSEMBLY 01 BUILDING PERMIT ISSUE 2017-07-21 _ _ _ LO TOP OF CONC. ISS.# DESCRIPTION DATE 4 I / I I I I I I I I EL.90'- 7 3/4" PROJECT NO: 21074.00 I I I I BUILDING SECTIONS 1 BUILDING SECTION Zr�- 1/4" = 1'-0"