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ro X 6 X 1/4" SQUARE <br />METAL PLATE <br />DOWNSPOUT / <br />a <br />a DOWNSPOUT 5/8" EYE BOLT BOLTED <br />BOOT (2) 2x8 THROUGH EXTERIOR WALL <br />BLOCKING 3/8" THREADED EPDXY <br />59 ANCHOR WITH 3" EMBEDMENT <br />APPROXIMATE AT 24" O.C. <br />-------- a GRADE <br />0 O 1 1/2" SQUARE ALUMINUM TUBE <br />< . — r <br />41 FRAME <br />1 1/2" TUBE WITH CLEVIS @ _ _ _ _ _ _ <br />\ i i ANCHOR AT EACH END. 0 = <br />I NEW STORM 4'-0 STANDING SEAM ROOFING <br />PIPING SEALANT. (6'-0" ® WOOD YARD) - <br />�� NEW SECTION <br />�? "ISTORM 1/4" PLATE WELDED <br />O TIE-IN PIPING TO TUBE FRAME. <br />---------- - <br />`r EXISTING <br />COMPRESSION 0 WINDOW HEAD <br />a �`� TAPE. -' <br />HEIGHT <br />--------------- 6 <br />L 1 1/2 SQUARE TUBE FRAME 1 1/2" SQUARE ALUMINUM TUBE <br />a .a AT 24" O.C. MAXIMUM WITH FRAME <br />a 0-050 ALUMINUM COVER 3/8" THREADED EPDXY <br />a ANCHOR WITH 3" EMBEDMENT <br />° d d At 24" O.C. <br />4 d <br />a <br />Ll a 3/8" THREADED <br />a a WINDOW HEAD EPDXY ANCHOR <br />WITH 3" EMBEDMENT <br />AT 24" O.G. <br />Q DOMSPOUT SOOT DETAIL B LCANOPY DETAIL - - - -- - -- - - -10ALAAWN11"'00-1DETAIL - - - -- - -- - -- <br />54 <br />12 3 <br />rJ <br />(VERIFY) <br />��A'���� <br />10'-0" AFF. <br />EXISTING <br />CEILING Ht. <br />D21 WALL SECTION <br />SCALE: 3/4" - I'-0" <br />21 <br />10'-1 1/2" AFF. <br />TRUSS <br />BEARING <br />r \J - a <br />I4.' c d. <br />�+ <br />e e. <br />I' o <br />KEYED NOTES <br />REVISIONS <br />BY <br />QI �' 2 <br />Dc� <br />O1 <br />EXISTING MASONRY WALL SYSTEM <br />O2CWKi <br />EXISTING ROOF SYSTEM / STRUCTURE / OVERHANG TO BE <br />A <br />REMOVED - SAW -CUT ONLY AS REQUIRED <br />5b <br />O3 <br />EXISTING ROOFING SYSTEM TO BE CUT AND FLASHED IN ORDER TO <br />INSTALL NEW ROOFING SYSTEM. <br />REMOVE EXISTING <br />COPING AND 'PRIM AS <br />O <br />EXISTING CONCRETE SLAB ON GRADE <br />...... .. _. <br />NEEDED TO INSTALL <br />NEW SIDING AND <br />O <br />EXISTING WINDOW / DOOR SYSTEM TO BE REMOVED <br />I <br />_....._.... ,. ... I" M.. <br />I PARAPET CAP M ^ 22'-8" FF.E. <br />_.....I _ .... _ <br />O <br />EXISTING KNOCK -OUT BLOCK TIE BEAM <br />MATCH <br />! <br />EXISTING LOW <br />O <br />EXISTING CONCRETE LINTEL <br />- <br />POINT OF <br />PARAF'Et <br />SO <br />EXISTING FOUNDATION SYSTEM <br />6 <br />O9 <br />EXISTING ROOF FRAMING AND PLYWOOD DECKING. FIELD VERIFY <br />EXISTING CONDITIONS. <br />i <br />11 <br />10 <br />EXISTING BRICK VENEER TO BE REMOVED <br />Il <br />EXISTING ROOFING <br />v <br />12 <br />EXISTING GYPSUM BOARD CEILING TO REMAIN <br />' <br />13 <br />KNOCK OUT BLOCK TIE BEAM AT TOP OF MASONRY WALL, TYP. <br />v <br />00 <br />14 <br />NEW 4" THICK CONCRETE SLAB WITH 6 x 6-W1.4 x WIA W.WF. ON 10 <br />� co N <br />MIL. VAPOR BARRIER OVER WELL COMPACTED CLEAN, TERMITE <br />¢ <br />TREATED SOIL. SLOPE 2% AWAY FROM EXTERIOR WALLS. <br />I� <br />` °O <br />o �°� C <br />15 <br />2X4 CROSS BRACING ® EACH STUD. FASTEN WITH 10d NAILS <br />aJ a3 t— o <br />Z ti <br />I6 <br />NEW 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WITH Sd COMMON <br />E <br />NAILS AT 6" O.C. AT PANEL EDGES AND 12" AT INTERMEDIATE <br />o � '- <br />� <br />16 <br />SUPPORTS <br />" N 4., <br />ti > <br />11 <br />NEW FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE <br />Q 00 ° <br />31 <br />18 <br />NEW 5/8" PLYWOOD ROOF SHEATHING WITH WATERPROOF <br />3 t- 3 <br />MEMBRANE <br />'—' <br />o x ti <br />19 <br />NEW 2x6 RAFTER 6 16/24" O.C. MAX - MATCH EXISTING TRUSS SPAC <br />] N a <br />20 <br />ALUMINUM COPING SET IN ADHESIVE - PRE -FINISHED MATT BLACK <br />ti <br />21 <br />NEW BERRIDGE "M" PANEL METAL CORRUGATED ROOFING OVER <br />ICE AND WATER SHIELD MEMBRANE. SEE ROOF PLAN. <br />22 <br />NEW LAY -IN ACOUSTICAL CEILING TILE IN EXISTING CEILING GRID - <br />3 <br />SEE REFLECTED CEILING PLAN <br />23 <br />1/2" <br />• <br />EXISTING GYPSUM WALL BOARD (OVER P.T. 3/4" WOOD FURRING <br />u <br />AT EXISTING MASONRY WALLS) <br />24 <br />NEW SINGLE PLY ROOFING OVER R-30 RIGID INSUL. ON 5/8" <br />EXTERIOR GRADE SHEATHING. SEE ROOF PLAN <br />2X8 P.T. LEDGER <br />25 <br />NEW ro" EXPOSED LAP SIDING BY "JAMES HART- OVER "TYVEK" <br />SECURE t0 <br />BUILDING WRAP AT EXTERIOR MATCH EXISTING SIDING PROFILE <br />MASONRY W/ 3" <br />TAPGONS 8" <br />26 <br />2 x 8 WOOD STUD FRAMING AT 16" O.C. <br />X. <br />STAGGERED <br />21 <br />NEW WINDOW / DOOR SYSTEM - SEE NEW FLOOR PLAN. <br />W <br />32 <br />.. <br />28 <br />NEW METAL FLAT AWNING SYSTEM - SEE DETAIL 5/A5a <br />a <br />I <br />29 <br />R-30 BATT INSULATION <br />" <br />1 <br />2 <br />18 <br />Q <br />3/4" RIGID INSULATION BOARD W/ FOIL FACING.' <br />a ' <br />6 <br />r <br />31 <br />EXTEND ROOFING UP AND OVER TO SIDE OF PARAPET, TYP. <br />�r <br />` <br />32 <br />NEW FLASHING AS REQUIRED <br />I <br />I <br />I <br />33 <br />NEW WD BLOCKING AS REQUIRED <br />19 <br />43 <br />34 <br />NEW CYPRESS SIDING AND TRIM - SEE INTERIOR ELEVATIONS <br />26 <br />48 <br />35 <br />NEW 2x6 ROOF FRAMING <br />12 <br />l <br />42 <br />36 <br />NEW HARDIBOARD PANEL SOFFIT WITH 3" CONTINUOUS VENT. <br />... <br />31 <br />NEW "TYVEK" BUILDING WRAP <br />58 <br />38 <br />P.T. WOOD i"X3" FURRING STRIPS AT I6" OZ. <br />55 <br />39 <br />NEW NICHIHA SIDING SYSTEM - INSTALL PER MANUFACTURES <br />EXISTING1 34 <br />CEILING T. <br />22 <br />INSTRUCTIONS. <br />• <br />®• ��'+ <br />38 <br />40 <br />NEW THICKENED EDGE CONCRETE SLAB - SEE FOUNDATION PLAN <br />4P. <br />• <br />38 <br />41 <br />NEW 2x WOOD SILL / CLEAT WITH (3) 1/4" X 4 1/2" SDS25412 WOOD <br />ov <br />o <br />56 <br />SOWS INTO EACH EXISTING ROOF MEMBER (3-1/4" x 4 i" <br />L- : <br />v <br />AFF. <br />SDS25412 WOOD SCREWS • 2x8 CLEAT <br />�,s ,dam <br />sQ <br />Q to <br />_.._ <br />DOOR HEAD <br />42 <br />2x8 LOW RAFTER - FASTEN TO 2X6 RAFTERS W/ (1) 10d NAILS e INT <br />�y <br />• R� G <br />43 <br />2X6 BLOCKING/BRACE ® 48" - CUT TIGHT TO FIT IN BETWEEN <br />FRAMING. <br />Ir <br />OREMOVE <br />EXISTING PORTION OF MASONRY WALL <br />45 <br />NEW 8" REINFORCED CONCRETE MASONRY WALL <br />O <br />NEW CONCRETE LINTEL ASSEMBLY. SEE DETAIL A/62 <br />00 <br />41 <br />NEW 2X10 ROUGH SAWN CEDAR FASCIA TO MATCH EXISTING. <br />o 0 <br />48 <br />NEW 2x6 VERT. FRAMING - FASTEN TO HIGH RAFTER W/ (4) 10d NAILS <br />o <br />AND AS18 TRUSS PL EACH SIDE AT LOW RAFTER <br />.2 v <br />49 <br />NEW 2x4 VERTICAL BRACING AT EACH EXISTING TRUSS. FASTEN <br />0. <br />WITH (4) 10d NAILS EACH END <br />C <br />C <br />21 <br />2X6 KN WOOD EE WALL - FASTEN VERT TO RAFTER W/ (4) 10d NAILS <br />0 <br />51 <br />DOUBLE 2X TOP PLATE <br />v_-.00001/ <br />52 <br />METAL DRIP EDGE <br />53 <br />NEW METAL GUTTER AND DOWNSPOUT <br />y <br />p C <br />54 <br />GENERAL CONTRACTOR TO VERIFY EXISTING ROOF PITCH PRIOR <br />( <br />m <br />-p '* <br />TO FABRICATING TRUSS/FRAMING. <br />0 <br />v <br />8NEW5/8" <br />8 <br />GYPSUM BOARD <br />m M <br />56 <br />G0 <br />TRIPLE 2x8 HEADER W/ BLOCKING AS REQUIRED. <br />Q <br />O J 7 <br />51 <br />EXISTING BATT INSULATION TO REMAIN <br />m <br />m U <br />58 <br />EXISTING GYPSUM BOARD CEILING AND FRAMING TO BE REMOVED. <br />O H 0 <br />0 <br />= <br />59 <br />TILE BASE - SEE INTERIOR ELEVATIONS AND DETAIL F/A1c. <br />.- <br />0 <br />11 <br />® <br />NEW I8" SIMPSON STRAP AT VERTICAL FRAMING. <br />p Z <br />d <br />001-01 <br />4 <br />40 14 FRE. <br />'OF <br />61 <br />2X6 BLOCKING BETWEEN RAFTERS <br />0 Z <br />m N <br />TOP <br />I. EXISTING SLAB <br />62 <br />O <br />" A SPLICE. FASTEN RAFTERS TOGETHER WITH MIN <br />0 <br />� N <br />a. <br />NAILS. <br />�`_'�"—i `7 ,' � y <br />as • 1 <br />KEY PLAN <br />8 <br />01 WALL SECTION <br />SCALE: 3/4" ■ I'-0" <br />14 <br />Date: 05. 17. 21 <br />Scale: AS NOTED <br />Project Mgr: DG <br />Drawn: JDS <br />Job: 21-018 <br />Sheet <br />I2, 1 1 Hili, 11I. I 1 1.. Whi - iF3i lffi I iTfli �illli.l b � * 9:Ti �i � <br />