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HomeMy WebLinkAboutDRB17-0034_A6.1_1492444837.pdf . ... 0.__.,. *n . ...,..„ 0 I DRB APPROVED 4/17/2017 12:00:00 AM OP `Noo, BERGLUND 10P/oGMIN.TO SHED WAO PED OP TER ARCHITECTS, LLC- . .ft..-.01110" ��� 2'-6" C- ..L7:m......—_.. .._----- 1 N\� \ US Physicalail /Fedex: X. Box 210 Edwards 1" _ ; Village Blvd, Bldg A Suite A103 P Edwards, Colorado 81632-2378 (970)926 4301, Fax: 926 4364 WEEP SCREED NEW STUCCO TO MATCH HOUSE hans(c�berglundarchitects.com 3'-6" 1 www. berglundarchitects.com / / 1 s"""1 1 1"m"'""I 1--- -1 I I"4"".--"=N41.1:I II 1'-3" 1'-0" 1'-3" � NEW 2x6 WALL :1111:717. SEE DETAIL 1/A6.2 FOR TYP.STONE DECK NOTESo CO, \_ ____- I :...... \ r \ `" WATERPROOF MEMBRANE WRAPS \ \ FLAGSTONE BACK AND BENCH UP BENCH AND OVER WALL LLI , co .4114410:1111111PP ;.) t.r) LI] 0 1 5- CUSHIONS BY OWNER _ ___ i c...) .Zzc rIXv v % M0 J 0 FIREPIT PERSPECTIVE \ / \ 1 �� J.14::c> I I 11 PROVIDE WEEP SCREED I I �� zo �' 3D DRAINAGE MATERIAL CONT.@ WALL& u.1J 2 @ B.O.STUCCO .f LAP OVER FLASHING @ BOTTOM WALL SUCH I II / THAT DRAINAGE MEDIUM CAN DRAIN RE:SPEC 1 I ® � NEW WOOD FRAMING PFSM FLASHING EXTENDS UP iLi c...) BEHIND W.P.MEMBRANE MIN.4" I . 1— (..) 6 A6.1 v ///////, = ix i PFSM FLASHING EXTENDS UP BEHIND h SIX f W.P.MEMBRANE MIN.4" LARGE STONE TILE;TBD W FLAGSTONE TO MATCH - UMINEW STONE CAP /i n EXISTING SUBFLOOR TO REMAIN; - LINEAR FIREPIT GAS INSERT VIF.REPLACE AS REQ'D O Ce WRAP FRAMING WITH CONT. BENCH DETAIL 03'-6" WATERPROOF MEMBRANE 4 0 / 1 1/2" = 1'-0" J 1" 1'-2" 1'-0" 1'-2" 1" // / // INU \ w t \ Ce 2 0- co CNI I M SEE DETAIL 1/A6.2 FOR TYP.STONE DECK NOTES M COPPER FLASHING /- \ \ 4X4 PURLINS . l REVISION SCHEDULE psi ,i/ %/ / // / / # DESCRIPTION DATE © FIREPIT SECTION O FIREPIT FLOOR PLAN 1" = 1'-0" 1" = 1'-0" MO \\ 4X8 JOISTS Fl COPPER FLASHING �` /I F\ KNIFE PLATE W/THRU-BOLTS RE:STRUCT. 6X10 JOISTS I STEEL PLATE RE:STRUCT. /\,/ ,, I 0 I\ HSS COLUMN WELDED TO TOP AND BOTTOM STEEL PLATES.RE:STRUCT. 8X8 WOOD COLUMN /17/7Y/ /91/91/Y XXXY/ / I I 6 1/2"X 6 1/2"STEEL BASE PLATE RE:STRUCT. // I / /�����������y j� 12.1 KNIFE PLATE W/THRU-BOLTS RE.STRUCT. / KNIFE PLATE W/THRU-BOLTS RE:STRUCT. /� � � �j�j�j�j�j�j��� �j�j //// — 6 1/2"X 6 1/2"STEEL BASE PLATE RE:STRUCT. ,/Y/Y/ ,,/ ,,/ / � ,, yjX��� r 7/� //�VN YI j / �j 8X8 WOOD COLUMN HSS COLUMN WELDED TO TOP AND / J ^ BOTTOM STEEL PLATES.COVER ///// \\/— 2I// PORTION BELOW T.O.STONE W/ / �� ���������/)/ , 6 1/2"X 6 1/2"STEEL BASE PLATE RE:STRUCT. DAMP PROOFING RE:STRUCT. J 7//7/ 7/47/40 J J J KNIFE PLATE W/THRU-BOLTS RE:STRUCT. PROVIDE SEALANT JOINT BETWEEN ���� STONE AND HSS COLUMNS ���Y/Y/ HSS COLUMN WELDED TO TOP AND �� BOTTOM STEEL PLATES.COVER STEEL BASE PLATE ATTACHED ��� �� PORTION BELOW T.O.STONE WI TO WALL WITH LAG SCREWS _- - /Y )/� DAMP PROOFING RE:STRUCT. RE:STRUCT. /--;„,/,/,,/-i /,,/ /� - SEALANT JOINT BETWEEN STONE AND HSS COLUMN NEW 2x6 WALL a w STEEL BASE PLATE ATTACHED TO i i I FLAGSTONE CAP-SLOPED 10% l � ���, �/ / „ i� i / i �1 - � "' - '° -� �` " 0 EXISTING SUBFLOOR/PLATES MIN.TO SHED WATER =�� i R - a o ,,rr , A CUSHIONS BY OWNER 041, N N- LAP NEW WATERPROOFING OVER BASE DRB SUBMITTAL f NT1 FLAGSTONE BACK . „ , PLATE AND UP TUBE STEEL COLUMN ® - _,, d EXISTING WATERPROOFING TO BE REPLACED Issue Date 4-10-17 / /. ►� 2?v - WEEP SCREED (aV� � ��a. : ', - _'' "''; :-,',,•4_- _® -r� EXISTING SUBFLOOR TO REMAIN VIF.REPLACE A RE 'D Drawn by F NOTCH AROUND OR CUT BACK EXISTING FASCIA ABOVE NEW ___ _ S Q EW ,‘ _C % diti �y� -fN � TRELLIS AND REPLACE TO MATCH EXISTING BETWEEN JOISTS ►� - NEW STUCCO TO MATCH HOUSE « � �' RE:STRUCT.. �� Checked by HB �� 'mea tirl—T1 ii i EXISTING PLATES;VIF ? T _ 3D DRAINAGE MATERIAL OVER AIR&WATER —• �� .�3 : -- - NEW 1X6 T&G SOFFIT - _ - . Scale As indicated ►iINFILTRATION BARRIER CONT. WALL&LAP OVER <lea EXISTING 2X12 FLOOR STRUCTURE;VIF 5_ FLASHING @ BOTTOM WALL SUCH THAT DRAINAGE _ - - _ Iiii (sris:IMEDIUM CAN DRAIN RE:SPEC `` „ „ ; EXIST. 1X6 T&G SOFFIT'" ' 1/2"EXPANSION JOINT ►i ;, - WATERPROOF MEMBRANE WRAP UP HSS COLUMN I'w� o ta EXISTING JOISTS @ 2'-0"O.C. EXISTING W12X19 STEEL BEAM;VIF NEW 4X8 JOISTS @ 4'-0"O.C.RE:STRUCT. DETAILS . a M M ROOF/ PERGOLA INTERSECTION DETAIL o OCOLUMN DETAIL @ NEW WALL © @ WEILAND HEADER O COLUMN/ TRELLIS DETAIL 3 = 1 -0 3 " 1 1/2" = 1'-0" 1 1 1/2" = 1'-0" A6. 1 o 0