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HomeMy WebLinkAboutFile Documents.931 Gibson Ave.0037-2019-BRES (5) BILCO,TER 5-SINGLE LEAF ACCES DOOR 5 ASL83 ,--- ( 2 2 TOP OF WALL 98' 2" TOP OF WALL @ ) ,..._,..../ `� ) / 51.83 T 11'4" 6'-4" T w NOTCH=97'-0" / 1"PA ER ON HATCH DOOR / _ __To.P v o.PLv 0 © 2"THICK STONE W/BULLNOSE AT SPA 8" 11_0" 8'-0" 1'-0" 8"� p4/4 5'-1%" 8" ,os- 793a-o fn/ LANDSCAPE TRANSITION RE:LA / / / e . ® . - _ C li _.__T.O.PAVER T.O.PAVER5, ,, �T.OWALL -01/2 •. � / / �, /\ 982 IN GRADES �om� " .....FRAME �- 8723241/2 Y � � � � �J .' v o_ T.O.RAO.SLAB 98' I _ AUTOCOVER _ a PA 3'8"SQUARE oFRAM O STR.SLAB s . OVERALL FRAME T.O.WALL APPLY DAMPPRROFING TO spa shomrele spa snotcrete 97 6 N- O FOUNDATION WALLS '/ �� BILCO TER 5 HATCH / ' 8. 1_O' 8.- '-° �`B Ob 7 7 62" MIN. VERTICAL 1/a SLOPE 8-0 ) Q 0 7 CLEARANCE @ FILTER O -\ MECH VAULT a0 -. C - T.O.SLAB TO.SLAB - \\\\yo r ;'. O Q r 'S1.83 FOUNDATION DRAIN�,O /� 'fT-/ ////� /l ' a 9z•a' _7s2s._3. 51.83 �����w 1%SLOPE---------- / 7, FLOOR DRAIN FLOOR DRAIN / - -� � Q / r. O O O Q OSECTION LOOKING NORTH SCALE:1/2"=1'-0" 01 , - . , . . „, U 0 < ® A B ao o T) 12'-5" T) e2 J111 qiiP T.O.PLV�1 T0.PLV - 8'-0" —. — 109'-0' 7934'-0•' w 8" 1'2" 1'0" 8'0" 11" 8" � I ' 8" 5-8 g" TOP OF WALL=97'-6" AUTCOVER RE:SPA PLANS FOR DETAIL 8 10,0,• _ F O .1`—/ gini �— _T.O.PAVER^}-. T0.PAVFA u / / ll.l 17'-8' C ���—� �- 98'-41/2'�1 7932'-41/2 17, �e� ( u © u \TO.SLAB AND WALL lii �h Wig c - �.0.WALL®NOTCH TO MECH VAULT - 98'-2' 1 _ / \� APPLY DAMPPROOFING TO = FOUNDATION WALL IL._________ TO GRAVEL \// % 4'DIA.FOUNDATION DRYWELL - \ ---- - - - T0.SLABS TO.SLAB. I 1 L J I `- , � FOUNDATION DRAIN .Q 0 —�~ J { 92 3" �926'-3" I II FLOOR DRAIN O SPA PLAN SCALE:1/2"=1'-0" O SECTION LOOKING EAST SCALE:1/2"=1'-0" 3/4"THICK VALDERS PAVER WITH 1/4"MORTAR BED 1/2"PAVER SETTING BED BILCO HATCH DOOR FRAME 2"PAVER W/BULLNOSE 2"VALDERS STONE PAVER W/ 1/2'EXP.JOINT W/SEALANT BULLNOSE p'-0" 2'-0^ / O 1 r-o^ 8" or1r 8' k s / AUTCOVER RE:SPA PLANS FOR DETAILS p11 1-21' I'-011 RE:STRCT / / SEE SPA DRAWINGS FOR 2%SLOPE AWAY SEALANT AND BACKER ROD / / / DETAIL TYP.AROUND X / / 2"VALDERS STONE PAVER ON SNOWMELT SLAB PERIMETER ///\//// / / // /" �� / ///1//////1/1 /�/,/ / RE:ASSEMBLY 03/L8.01-LANDCAPE SHEETS a PAVERS MORTAR BED WATER PROOFING Illr / . SEE SPA DRAWINGS FOR 7 �' WATERPROOFING A I� 1 _ / PO SEALANT AND BACKER ROD 9- AI T.O.SHOTCRETE-\/AID/\ /!�_/�� i� _� �� /�� BOND BREAK/COLD T AND SEALANT _ DETAIL TYR AROUND _ BOND BREAK AND SEALANT WALL 98-2' � I� PERIMETER / CONCRETE CURB CONCRETE CURB RECEIVE 41,A ' RE:SPA DESIGNER L\ RADIANT SNOWMELT SLAB -- / 1r \ , OO - SHOTCRETE) INSTRUCTIONS FOR - ——— t - T0.SHOTCRETE STRCT.LID / SHOTCONNE CONNECTION FOUNDATION R10 RIGID FOAM INSUL I l RADIANT SLAB W 4 / WALL CONNECTION PREP AND 97'-6" \ / CONDITIONS / /\ \ // STRUCT.LID STRCT.VAULZO- RE SPA DESIGNER ® a : -a GRAVEL/BASE PER GEOTECH I ®® d ' �- T.O.WALL @ NOTCH TO MECH V'ULT �/ INSTRUCTIONS FOR I rX® % STRUCTURAL WALL AND L ,` �pj �j \ SHOT-CRETE TO FOUNDATION I�®®® WALL CONNECTION PREP AND If••••®� p®i DETAILS RE:STRCT 97'-0" CONDITIONS FOUNDATION WALL - SPA SHOTCRETE AND NOTCH IN STRCT.SEPARATION WALL SPA SHOTCRETE AND R10 UD INSULATION STRUCTURE RE;STRCT.FOR SPA VAULT STRUCTURE SHOTCRETE PER SPA PLANS L CD DETAIL @ VAULT \ EDGE OF SPA Scale:3"=1'-0" 6 Scale:3"=1'-0" 7 y� O SECTION @ NOTCHC AND AUTOCOVER L1 �J �� U 05/07/2024 j FORC011eXIMPLIANCE DESCRIPTION: SPA DETAILS Tustinh F a M ARCHITECTS PROJECT: 931 GIBSON AVE REVISED 11-09 2023 COPYRIGHT 2023FaArchitects,Architects,LLC PROJECT NUMBER: ASI.83 PO Box 6762•15 Km eas Rd.Snowmass Village,CO 81615 Imoefanamamnnect.corn DATE: 11/9/23 970 987 2707