449 marf ave mississauga on l5g 1t4 building renovation
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449 MARF AVE, MISSISSAUGA, ON L5G 1T4 BUILDING RENOVATION PAGE | 01 - PowerPoint PPT Presentation

449 MARF AVE, MISSISSAUGA, ON L5G 1T4 BUILDING RENOVATION PAGE | 01 DESIGN CONCEPT HENRY MATTHEW SILVA FROM THE 1 1/2 STOREY EXISTING RESIDENCE BUILDING, LOCATED IN MISSISAUGA, ON, WE ARE CHALLENGE TO RENOVATE THIS 30+ YEAR HOME INTO A MORE


  1. 449 MARF AVE, MISSISSAUGA, ON L5G 1T4 BUILDING RENOVATION PAGE | 01 DESIGN CONCEPT HENRY MATTHEW SILVA FROM THE 1 1/2 STOREY EXISTING RESIDENCE BUILDING, LOCATED IN MISSISAUGA, ON, WE ARE CHALLENGE TO RENOVATE THIS 30+ YEAR HOME INTO A MORE MODERN SUSTAINABLE DESIGN. ONE WHERE WE TAKE ADVANTAGE OF WHAT WE HAVE AND HOW WE 'VE USE IT.BASED ON OUR CLIENTS NEEDS WE FIRST PLAN BLOCK #1 - FATHER BLOCK #1 - MOTHER THE MASSING OF THE NEW BUILDING. DURING THIS PHRASE WE ANALYSIS AND STRATEGIES THE BEST PLAN THAT WOULD FIT A TYPICAL FAMILY OF 4. IN THIS CASE WE TOOK 4 MASSES AND ASSIGN THEM ROLES AS SEEN IN THE MODEL. WE BREAKDOWN THE NEWLY RENOVATED HOME BY FAMILY MEMBER TITLE SUCH AS THE TALL STONE WALL REPRESENTS THE FATHER. BASE ON SOCITY AND BLOCK #2 - SON HISTORY MOST CAN UNDERSTAND THAT THE ROLE OF A FATHER IS TOO STAND FOR HIS FAMILY, UNITING, LOVING AND RESPECTING THEIR OWN ROLES AND IT PLAYS A LARGE PART IN THE FAMILY DYNAMICS. FOLLOWING THAT WE HAVE THE MOTHER WHO IS REPREENTED AS THE LEFT BACK SIDE'S WOOD SIDING WALL. AGAIN SOCITY AND HISTORY PLAY A PART IN THIS AS WELL .THE ROLE OF THE MOTHER IS TO BE SUPPORTIVE TO THAT OF HER FAMILY AND TO LET THEM KNOW THAT SHE WILL ALWAYS STAND WITH, FOR AND BY THEM. NEXT, IS THE OLDER MATURE AND REPSONAIBLE SON WHO MANY FATHER CAN RELIBLE ON PROTECTING THE FAMILY IN THEIR STEAD. THIS IS BEST RERESENTED AS THE RAMMED EARTH ON THE RIGHT SIDE OF THE BUILDING. LAST TO NOT LEAST WE HAVE THE DAUGHTER WHICH IS REPRSENTED AS THE EXISTING BUILDING TO SYMBOLIZE THAT THOUGHT SMALL IN COMPARE TO THAT OF HER OTHER FAMILY BLOCK #1 - DAUGHTER MEMBER SHE TOO PLAYS A BIG PART IS CONNECTING ONE ANOTHER. FROM BREAKING DOWN THE DESIGN CONECPT TO PIECES AND THEIR RESPECTIVE SIGNIFICANCE WE NOW MOVE ON INTO THE MATERIALS USE AND HOW WE'VE DECIDED TO MAKE THE RENOVATION A MORE SUSTAINABLE RESIDENCE. AS MENTION BEFORE WE HAVE INCLUDED EXTERIOR STONE WALL AND WELL AS RAMMED EARTH AS OUR 2 OF OUR 3 PRIMARLY EXTERIOR CLADDING. THE INTENDED USE FOR THE STONE WALL IS TO GIVE THE HOME A MORE MODERN LOOK AND AT THE SAME TIME GIVING THE RENOVATION A CONNECTION FROM THE EXISTING TO THE PROPOSED. NEXT, IS THE RAMMED EARTH WHILE WE DID WANT TO GIVE THIS RENOVATION A MODERN FEEL TO IT WE ALSO WANTED TO INCLUDE SEVERAL SUSTAINABLE FEATURES AND THROUGH WE HAVE OUR SOLAR PANELS AND BAMBOO FLOORING WE ALSO WANTED TO INVLOVE A SUSTAINABLE, RELIABLE AND DURABLE CLADDING. THAT WHEN WE DECIDED TO CHOOSE RAMMED EARTH NOT ONLY DOES IT GIVE A MORE WARM FEELING TO THE HOME BUT IT LOOKS BEST WHEN USE WITH BOTH THE STONE WALL AND THE REKINNING WE PUT ON THE EXISTING. MOREOVER, WE DEICDED TO REKIN THE EXISTING WOOD SIDING WITH A MODERN, DARKER WOOD SIDING IN ORDER TO RESERSH THE OLD AND CONNECT WITH THE NEW.

  2. 449 MARF AVE, MISSISSAUGA, ON L5G 1T4 BUILDING RENOVATION PAGE | 02 EXISTING SITE VS PROPOSED SITE HENRY MATTHEW SILVA CHAIN LINK FE PIN 13472-0109 PIN 13472 - 0110 LOT 115 LOT 116 LOT 117 LOT #115 LOT #116 LOT #117 1 7 IB ∅ 5 2 CHAIN LINK FENCE . 5 . 5 0.19 SE 8 127 8 128 126 9 8 144 142 N37°41'30"E 15.24 85.16 TRW 85.84 129 143 0.73 0.88 1 . 0 8 1 (CHAIN LINK FENCE ON TOP) 2 LOT 104 2.95 . 5 LOT #104 8 145 REGISTERED PLAN F-20 EXISTING CONCRETE 0 G R A S S . 9 7 130 131 1.95 1 2 RETAINING WALL . PIN 13472-0101 5 8 5 9 1 2 . 6 5 2 7 8 TO REMAIN . . 5 EXISTING GRADES TO REMAIN 5 8 8 116 122 0.1 ∅ D 4 5 134 . 0 5 4 135 8 . 5 D 8 ∅ 139 2 5 124 . 4 125 0 LOT 103 . LOT 105 5 LOT #103 LOT #105 8 3 8 . 5 85.25 8 SWIMMING POOL N45°47'30"W D ∅ 132 4 1 5 136 . 0 PIN 13472-0102 PIN 13472-0100 . 5 8 40.23 40.23 121 46 86.01 LANDSCAPE 0 8 . 5 8 D ∅ 9 5 3 2 4 D . 4 5 . ∅ 0 . 137 8 2 5 D . 8 ASPHALT PAVED ∅ 0 115 0 1 133 . 6 0 . 5 8 1 3 . 5 6 8 117 3 . 3 5 6 8 43 . 138 44 5 8 114 W 9 9 R 141 . T 5 0.1 ∅ D 8 85.41 45 N45°47'30"W E G D 6 E 0 . 6 H 8 120 4 1 STOREY 1 . 6 1 S U BRICK DWELLING GRAVEL O 1 S T O 5 R E Y 1 U . B 6 R I D C K 8 I D W W C E L L I N G R E T 101 140 D 85.57 110 N o . 4 4 3 109 8 48 47 4 85.66 108 100 119 0 . . 9 4 118 5 8 111 123 49 112 102 PAVING STONE WALKWAY 86.07 5 4 N E W . 5 8 2 5 m m � W A T E R L L M I E EXISTING T S E R R O EXISTING 2 0 O 5 D W . GARAGE 7 8 0 30 STOREY 6 . 37 m² 5 1 1/ STOREY L L 8 I S 1 1/2 STOREY BUILDING C E / STUCCO CLAD G STUCCO CLAD 103 A A R M 3 E T A L 66 m² A 82 DWELLING 1 G . F E 6 N C DWELLING E 9 8 31 7 5 5 32 5 5 . 1 . 5 5 9 . . No. 453 8 5 5 8 8 37 40 38 39 X 81 1 86.22 1 . 6 8 6 5 TRW . 5 PARKING LOT 8 85.69 104 107 106 105 Y A W L L 85.64 I E S V R O I 0 R O 80 5 2 D D 90 . 99 5 APPROXIMATE 93 6 8 . 5 85.65 84 8 1 LOCATION OF 4 85 86 8 7 85.75 . . 5 5 EXISTING GAS 8 8 5 6 AND HYDRO . 5 T 91 92 8 L CONNECTIONS A 3 H 5 95 94 P 6 LANDSCAPE S . 85.75 6 98 A 8 7.67 96 97 8 5 . N37°41'30"E 6 7 83 200 41 7 26 6 25 TRW 9 7 C IB (923) 42 50 5 85.88 7 ∅ 88 . 0 V 4 5 89 . OVERHEAD WIRES W . 8 0.15X6 ∅ C 5 0 8 . 87 5 8 8 C 85.61 33 ∅ 5 36 78 0 2 0 7 7 . 0 . . 74 5 9 5 75 CONCRETE SIDEWALK CONCRETE SIDEWALK 8 8 4 0 79 . CONCRETE SIDEWALK 6 6 5 9 5 8 . 4 34 5 . 5 . 8 5 8 8 35 52 77 8 73 76 4 6 72 . 7 5 P . 0 69 8 5 U 66 4 1 W 8 . IRES 5 7 . V 5 . 9 4 N B 5 8 9 . I C 8 4 51 . 71 8 4 70 65 8 64 . 1 V DITCH 0 . DITCH 2 V 2 N EXISTING DRIVE AND DITCH 375 ∅ mm PVC CULVERT 1 CONCRETE N 9 . 4 I . 5 . 4 5 I MARF AVENUE 53 6 4 67 8 350 ∅ mm METAL 68 BLOCK 2 8 . 8 5 . 5 54 8 CULVERT TO REMAIN HEADWALL 8 57 85.43 58 61 62 Existing Site Plan Proposed Site Plan 1 2 1 : 100 1 : 100

  3. 449 MARF AVE, MISSISSAUGA, ON L5G 1T4 BUILDING RENOVATION PAGE | 03 PROPOSED ELEVATIONS HENRY MATTHEW SILVA STONE RAMMED EARTH CURTAIN WALL SOLAR PANELS RAMMED EARTH CURTAIN WALL STONE WOOD ROOF SOLAR PANEL Top of Roof Top of Roof 26' - 3" 26' - 3" 3' - 3 1/2" 3' - 3 1/2" WOOD SIDING Top of level 2 Top of level 2 22' - 11 1/2" 22' - 11 1/2" STONE WOOD SIDING 9' - 10" 9' - 10" Level 2 Level 2 13' - 1 1/2" 13' - 1 1/2" WOOD SIDING 9' - 10" 9' - 10" Level 1 Level 1 3' - 3 1/2" 3' - 3 1/2" 3' - 3 1/2" 3' - 3 1/2" Ground Ground 0' - 0" 0' - 0" East Elevation (PD) North Elevation (PD) 1 3 1 : 50 1 : 50 STONE SOLAR PANELS WOOD SLIDING WOOD ROOF STONE SOLAR PANELS WOOD SLIDING STONE RAMMED EARTH Top of Roof Top of Roof 26' - 3" 26' - 3" 3' - 3 1/2" WOOD ROOF 3' - 3 1/2" CURTAIN WALL Top of level 2 Top of level 2 22' - 11 1/2" 22' - 11 1/2" STONE 9' - 10" 9' - 10" WOOD SIDING WOOD SIDING Level 2 Level 2 13' - 1 1/2" 13' - 1 1/2" 9' - 10" 9' - 10" Level 1 Level 1 3' - 3 1/2" 3' - 3 1/2" 3' - 3 1/2" 3' - 3 1/2" Ground Ground 0' - 0" 0' - 0" West Elevation (PD) South Elevation (PD) 2 4 1 : 50 1 : 50

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