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DRB16-0463_A6.02 1795_1481151928.pdf
0161 OF 10.4,1 4,,:o. rn hog • REFER TO ROOF PLAN • DRB APPROVED 11/2/2016 2" l REFER TO ELEVATIONS 12:00:00 AM • 1"STANDING SEAM METAL ROOF • - PAINTED FLAT FINISH i1 2'x 2"TUBE STEEL TOP RAIL METAL ROOF APPROPRIATE GRID FINISH WELDED TO STEEL WATERPROOF MEMBRANE PLYWOOD ROOF DECKING. • ""' VERTICAL SUPPORT POSTS. RE:STRUCTURE MITER CORNERS PAINTED STRUCTURAL EAVE DECKING FINISH RE:STRUCTURE \ ® PAINTED METAL EAVE FLASHING 2 / o w oo WITH DRIP EDGE � �� h r Nr cb 4" X 2"STEEL VERTICAL 3 3 N SUPPORT PLATES FINISH 6 ,/' WELDED TO TOP RAIL AND 2"CLOSED CELL SPRAY FOAM INSULATION AT ® BOTTOM ANCHOR PLATES- UNDER SIDE OF ROOF PAINTED FINISH 2xb FASCIA TRIM- DECKING n STAIN FINISH 0 12 12 CLOSED CELL SPRAY FOAM ® 2'x12"STEEL BAR RAILS INSULATION CONTINUED FINISH WELDED TO STEEL DOWN AT EXTERIOR ~ ; "7:3''t(-):p VERTICAL SUPPORT POSTS. WALL LINE-TYP. Z : MITER CORNERS-PAINTED U o FINISH HEAVY TIMBER RAFTER HEAVY TIMBER RAFTER p b FRAMING, STAIN FINISH 1%2" FRAMING,STAIN FINISHIIP X • 0 SEE STRUCTURAL FOR DETAILS } 1 SEE STRUCTURAL FOR z DETAILS — - - -- _ ` ip cv 02 Jcc LJ ] STEEL BAR RAILS HEAVY TIMBER PURLIN RIM BOARD t VI � ' � � AT SIDE PANELS BEYOND FRAMING, STAIN FINISH, • ® SEE STRUCTURAL FOR DETAILS 2x6 EXTERIOR FRAME 2 SEE RCPS FOR CEILING WALL WITH INSULATION FINISH AND LOCATIONS 5/8'GYPSUM BOARD OVER %2' EXTERIOR SHEATHING +- ••�'''' VAPOR RETARDER- 0 BUILDING PAPER SEAL AT EDGE AND PENETRATIONS SEE ELEVATIONS 6 FOR DETAILS ON —.-1 \ ,•: EXTERIOR WALL FINISH :, ILI A6.02 . AND LOCATIONS 0+-- 411, .:.: O 0 111 0 2x6 DRIP THROUGH DECKING 2 DETAIL @ TYPICAL RAKING EA E o, j A6.02 SCALE: 3" = 1'-0" 2x8 DRIP THROUGH DECKING AT Q H 0 te7i1U1477, 3/8" / PERIMETER OF DECK o 61 0 STEEL BASE PLATE J FINISH WELDED TO STEEL GRID C3 fin > VERTICAL SUPPORT POSTS AND 2,. LAG BOLTED TO HEAVY TIMBER ? / W U BELOW- PAINTED FINISH REFER TO ROOF PLAN 3 la 12 2x4 DECKING TINI �„ 2 �„ BLOCKING 0 x 2 STEEL BAR RAILS In k FINISH WELDED TO STEEL 12 WCIC W VERTICAL SUPPORT POSTS. EXPOSED HEAVY TIMBER RE: ROOF PLAN 3 W MITER CORNERS PAINTED PERIMETER DECK BEAMS �: SEE ROOF PLAN FOR SNOW FENCE CC FINISH STAIN FINISH PLYWOOD ROOF DECKING. ." DETAILS AND LOCATIONS V 3/4"X 2"VERTICAL RE: STRUCTURAL RE:STRUCTUREftaisio...... W r Ar A CC _ Q SUPPORT PLATE FINISH / OPEN DECK JOISTS 2"CLOSED CELL SPRAY FOAM **/ STANDING SEAM METAL ROOF- PAINTED RI Q IWELDED TO TOP RAIL AND INSULATION AT UNDER SIDE O FLAT FINISH 3 Ill BOTTOM ANCHOR PLATES J—/ RE: STRUCTURAL 111 OF ROOF DECKING ft �� H PAINTED FINISH .` ° o METAL ROOF APPROPRIATE y aftWATERPROOF MEMBRANE Q W STEEL BASE PLATES '1 it , �j FINISH WELDED TO STEEL I STRUCTURAL EAVE DECKING fin N VERTICAL SUPPORT POSTS AND / ///iii/ii� //4--. LEJ 3/$'STEEL COLUMN TOP PLATEAi ltw RE:STRUCTURE LAG BOLTED TO HEAVY TIMBER FINISH WELDED TO STEELr. .; ,4 , BELOW- PAINTED FINISH COLUMN AND LAG BOLTED —1111‘ Ilr, III TO HEAVY TIMBER - PAINTED FINISH lir_ RE: STRUCTURE ''0:�f PAINTED METAL iliai BLOWN-IN CELLULOSE �� v FLASHING FOAM INSULATION INSULATION CLOSED CELL SPRAY litWITH DRIP EDGE 5" CONTINUED DOWN AT ROOF FRAMING EXTERIORfin 6 DETAIL @ DECK GUARDRAIL 4 DETAIL @ DECK GUARDRAIL RE:STRUCTURAL , \ WALL LINE TYP. \ A6.02 SCALE.' 3" = 1-0" A6.02 SCALE: 3" = 1-0" HEAVY TIMBER MEMBERS SISTERED ONTO ROOF \ RAFTERS. 1 PAINTED METAL GUTTER SEE STRUCTURAL FOR REFER TO ROOF PLAN r BACK SPAN REQUIREMENTS 2x6 FASCIA TRIM- \ STAIN FINISH ISSUED FOR: DATE: EXPOSED HEAVY TIMBER n n PERIMETER DECK BEAMS- SEE RCPS FOR CEILING :. 2 �i SCHEMATIC DESIGN 6.16.16 TAIN FINISH FINISH AND LOCATIONS '. 1 SQUARE CUT HEAVY RE: STRUCTURAL 6 TIMBER RAFTER FINAL DRB 10.10.16 :•7 2 FRAMING- 1 I ` 5%2' _ STAIN FINISH. .....iiii 3/8'STEEL COLUMN TOP PLATE CONCRETE FOUNDATION PIER SEE STRUCTURAL ' 1.1 1.1 ' FINISH WELDED TO STEEL RE: STRUCTURE / FOR DETAILS COLUMN AND LAG BOLTED Mt" TO HEAVY TIMBER PAINTED FINISH. RE: STRUCTURE . all 2x6 EXTERIOR FRAME 3/8'STEEL COLUMN BOTTOM PLATE WALL WITH INSULATION It FINISH WELDED TO STEEL COLUMN 11 0 0 1 AND LAG BOLTED TO CONCRETE = 1 PAINTED FINISH / Y2" EXTERIOR SHEATHING © I ' EXPOSED STEEL WIDE FLANGE COLUMNLn RE: STRUCTURE ,11.''.. • 41rfrAl FINISH WELDED TO STEEL TOP 1 A6.02MI I AND BOTTOM PLATES - PAINTED FINISH 5/S'GYPSUM BOARD OVER I X11OQ EXPOSED STEEL WIDE FLANGE COLUMN RETARDER 2016 MICHAEL SUMAN ARCHITECT,LLC. FINISH WELDED TO STEEL TOP SEAL VAPOR EDGE AND C' ALL RIGHTS RESERVED. Ili � �IM 3/8'STEEL COLUMN BOTTOM PLATE AND BOTTOM PLATES - PAINTED FINISH PENETRATIONS SCALE: 3"=1'D" / BUILDING PAPER DRAWN: I FINISH WELDED TO STEEL COLUMN AND LAG BOLTED TO CONCRETE TOP OF ANCHOR BOLTS , I--.— SEE ELEVATIONS Q PAINTED FINISH - PAINT TO MATCH COLUMN FOR DETAILS ON PROJECT#: 1605 RE: STRUCTURE EXTERIOR WALL FINISH H U NOTE: ALL STEEL TO AND LOCATIONS SHEET TITLE: EXTERIOR DETAILS A CONCRETE FOUNDATION PIER STEEL PLATE CONNECTIONS Q RE: STRUCTURE TO BE FINISH WELDED 5 DETA L a@ STEEL COLUMN 3 DETAIL @ STEEL COLUMN 1 DETAIL @ TYPICAL EAVE A6.02 SCALE: 3" = 1-0" A6.02 SCALE: 3" = 1-0" A6.02 SCALE 3" = 1-0" A6. 02