2018 - 2022 PORTFOLIO
NOLAN MIRANDA
TABLE OF CONTENTS
01-02
INDUSTRIAL BENCH
SEMESTER 6 | LARC 3440 03-06
THE VALLEY
SEMESTER 7 | LARC 4730 07-08
STRUCTURAL SYSTEM SEMESTER 7/8 | EXPERIENTIAL LEARING 09-12
STRAW BALE SLIDE
SEMESTER 7 | LARC 3070 13-18
170 THE BRIDLE PATH PROFESSIONAL | BOSQUE LA 19-20
87 HIGHLAND AVENUE PROFESSIONAL | BOSQUE LA 21-24
35 GLENGROVE AVENUE E PROFESSIONAL | BOSQUE LA 25-26
PARAMETRIC CYLINDER
SEMESTER 8 | PERSONAL
INDUSTRIAL BENCH
Over the span of the F20 semester, my third year construction documentation class focussed on bench design. The final deliverables included a schematic package which was to be given to the builders, along with a presentation package for investors. Along with my partner, over the semester we designed a bench around industrial materials with a skeleton-like look. The concept went through many changes in terms of form and material choice. An example of this is the truss-like leg system which was a late add to the design after watching a video on truss construction. Our previous concepts didn’t have much correlation to the industrial concept, but a Neville Truss fit the part perfectly. In this project my work revolved primarily around schematic design through AutoCad.
01
Type: Academic Collaboration: Partners Duration: 1 Semester Location: Guelph, ON CONSTRUCTION PACKAGE | LARC 3440 CONSTRUCTION 2020
203mm
76mm (3 inch) Nail with Fastener
Galvanized Rebar #3 (10mm diameter)
Bench Rod Held in place with Mortar and Nail Galvanized Rebar (50mm from edge) cast through both blocks for structural stability
51mm width Teak Wood Plank adhered to 25mm width Steel Plank
6mm surface incisions to make the custom cement unit mimic 2 cinder blocks
Disconnect between the the base block and top block
Custom 813mm length Cement Block
Galvanized Rebar at an angle of 113 degrees (Optimal seating angle)
76mm (3 inch) Screws holding Leg Bracket in cement
Galvanized Steel Truss Leg System
6mm (1 4 inch) wide Cement Anchors Concrete Pad
76mm(3 inch) Screw with Fastener
Custom Concrete Cinder Block
Exposed Galvanized Rebar
76mm (3 inch) Nail with Fastener
Galvanized Rebar #3 (10mm)
Teak-Galvanized Steel Rod Adhered via Polyurethane Wood Glue
Custom Galvanized Steel Neville Truss Leg (Black)
02
THE VALLEY
RHINO TERRAIN MODEL | LARC 4730 SPECIAL STUDY 2021
This fourth year project explored the various terrain modelling functions in Rhino as an introduction to the software.
With the final submission intended for 3D printing, the terrain and added items needed to be designed to allow for a successful print with little to no support. Vertical angles, top heavy objects and naked edges served as key considerations throughout the design process. Texture was a necessary component of the submission and therefore a brushed copper finish was added with a bronze color to further accentuate the texture.
03 Type: Academic Collaboration: Individual Duration: 3 Weeks Location: Arizona
04
05
06
STRUCTURAL SYSTEM
MODULAR BUILD | DESIGN LAB 2021-2022
While volunteering under John Philips in his engineering design lab, the idea to design a modular lego-like 3D interlocking system was pitched. This project was iterated and eventually grew into a core component of a research lab course in the following semester.
The concept revolved around molding modular pieces around a wired frame. Key considerations during the design process were material, size and shape of each piece, and diameter of each perforation. After many cardboard design iterations were made on the in house laser cutter, the final triangular model was sent to be fabricated out of aluminum alloy 3003 for strength and workability. M3 button head screws, lock washers and nuts were then used over the span of 10 weeks to secure the structure initially framed by metal wire. The goal of this project was to ultimately reach a point where an ideal design and material can be scaled up for a long lasting public display.
The different stages of construction are outlines by each image from week 1-3 to 8-10.
07
Type: Academic Collaboration: Team
of
Duration: 1 Semester Location: University
Guelph
10.5 cm 1.4 cm 0.3 cm 2.8 cm 9.2 cm 0.13 cm Long inserts allow for minor joint movement Perforations allow focused bending at one point Slim neck allows for minor rotational bends Aluminum Alloy 3003 08
Triangular components: Autocad iterations
STRAW BALE SLIDE
This fourth year studio assignment got students to analyze the Guelph farmers market and develop a plan to reinvigorate this space. With the theme of “Winter Use” being given to our group, a childrens hill concept was developed by using existing snow, straw bales and the already sloped area. Due to the nature of this project, keeping a low budget was also a necessary requirement.
My focus on this assignment was the hill concept, and all subsequent work produced. The design developed was heavily iterated through the use of various local and international precedents. This finalized design was ultimately reached by considering safety, assembly, strength and functionality. Rigid styrofoam panels, taken from the precedent of green roofs were used for stability, and a steel culvert was repurposed to act as a child friendly way to navigate back to the top of the hill.
The initial model made to simulate snow on the hill was done in Rhino, and made to look more accurate in SketchUp. To functionally understand the hill, hand sketches were made, that were later turned into AutoCAD sections.
Type: Academic Collaboration: Group Duration: Half
Guelph, ON
Semester Location:
COMPONENT OF REDESIGN | LARC 3070 STUDIO 2021 09
10
11
Ice layer above snow
Packed snow Hay bale
Rigid styrafoam panel Steel culvert
12
170 THE BRIDLE PATH
CONSTRUCTION DOCUMENTATION | BOSQUE LA 2022
Being one of my first ever professional projects, and still to this day being iterated, 170 The Bridle Path taught me much of what I now know in terms of CAD literacy and many standards in the design and construction world. The massive structure, along with its front and rear spaces are currently being designed together. This has allowed the variety of different disciples working on the project to be able to design freely and work with one another to create a space of optimal form and function.
Due to its scale and wide scope, most of the firm played a part in putting together the tender package. Most of what is seen in the renders and layout plan was done in collaboration with the team through SketchUp and Lumion. While most of the sections and details, including the two visible in the portfolio were done alone through Vectorworks.
13
Type: Professional Collaboration: Team Duration: 6 Months
Location: Toronto
14
Front of House Render in Collaboration with Rui Dong
Rear House Render in Collaboration with Rui Dong
15
BY
PLAN 4336YORK THE BR I DLE PATH REF REFER TO WATER FEATURE PLAN SHEET L-3 7 REFER TO WATER FEATURE PLAN SHEET L-3 4 REFER TO WALKOUT PLAN SHEET L-1 4 Layout
-----------------M-
REG I STERED
Plan in Collaboration with Bosque Team
16 -13-ER TO POOL LAYOUT PLAN SHEET P-1 0
RESTORAT ON PLANT NG AREA REFER TO VRP-1 0 and ESC-1 0
VALLEY
17 3 L-1 6 BASEMENT WALKOUT PLANTER AND RETAIN NG WALL SECT ON SCALE: 1/2 1 -0 4 L-1 6 BASEMENT GUARDRAIL DETAILS SCALE: 1 1 -0 2 RIG D SM INSULAT ON WRAPPED IN FILTER CLOTH BEHIND THE WALL FOR ROOT PROTECT ON PORCELA N T LE - HEATED REFER TO D-1 L-1 6 FOUNDAT ON AS PER ARCH STRUCTURAL SPECIFICATIONS W/ TAP-CON RA N TILE FOR DRIP IRRIGATION AND DRAIN DISCHARGE LED STRIP L GHT REFER TO L GHTING PLAN F LTER FABRIC / WEED BARR ER 6" GRAVEL BLUESKIN WATERPROOF NG RE NFORCED 8 CMU BLOCKS BLUESK N WATERPROOFING 1 PLANTER TOE K CK FER TO ENLARGEMENT DETAIL 1 1 2 ALUM NUM FRAME0 M N 6 M X ED ER WALL R F N SH ET ALL LOCK N F NG LOCKS L AN WALKOUT GUARDRAIL ELEVATION 3 4 " 3 " 2 '3 / 4 " 6 L-1 6 BASEMENT WALKOUT STAIR SECTION SCALE: 1/2 = 1 -0 7 L-1 6 ARE SCA 8 L-1 6 BASE SCAL 4 " 1 NOTES: CONTRACTO FOR REV EW ARCH TECT P
18 142 94 E PLAN VIEW AUTOMATIC GATE OPENER MOTOR TBD AS PER GATE CONTRACTOR S SPEC FICATIONS 1 1 / 2 2 -0 1/2 0 1 / 2 " 1 1 / 2 89 " 9 1 1/4 3/4 145 60 STONE COLUMN BASE DETA L REFER TO D-7, L-3 1 YEW HEDGE ALUM NUM PICKET FENCE W TH BRONZE DETA L REFER TO D-2 L-3 2 COLUMN ELEVATION -SIDE SECTION B NOTES: CONTRACTOR SHALL PROVIDE STONE SHOP DRAWINGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCH TECT PRIOR TO CONSTRUCT ON STEEL SUPPORT FOR AUTOMATIC GATES AND ASSOCIATED STRUCTURE TO BE SPEC FIED BY GATE FABRICATOR SHOP DRAWINGS FOR GATES TO BE PROVIDED TO LANDSCAPE ARCH TECT FOR REV EW AND APPROVAL PR OR TO FABRICATION **FINAL STONE SPECIFCATIONS TO BE CONFIRMED BASED ON F NAL HOUSE SELECT ONS FROM PROJECT ARCHITECT 1 / 4 1/2" 1/2 1 1/4 4 " 1'-0 3/4" 3 L-3 1 AUTOMATED DRIVEWAY GATE DETAILS SCALE: 3/4 1 -0 1 7 0 2 -3 1/2 3 -11 3 -10 O 12'-7 1/2" 6 " 61 1 " 6 1/2" 29 1 2 8 2 -7" 1 2 T Y 14 2 3 2 2 8" 3 -6 2 -0 1/2 89 " 80 12 " 5 " 1 -11 1/2 O C 1 -10 1/2 INTERCOM/CALL BUTTON C/W GOOSENECK ARM A PIN MOUNTED ADDRE FONT: AVENIR NEXT M SIZE: 5" TALL 3/8" TH C TEXT: 170 MATERIAL: STAINLESS MOUNTING: P N MOU SHOP DRAWINGS TO B APPROVAL BY LANDSC 14 1000 SERIES BY DORMAKABA GATE HARDWARE OR EQU VELANT TO MEET POOL CODE HEIGHT HARDWARE TBC THROUGH SHOP DRAW NGS 3 X 3 ALUM NUM TUBE POST H O U S E W A L L 3/4 SQUARE PICKETS 1/2" SQUARE PICKET 7 -5 O C FLAT BACK NG PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED 56 GATE HINGES TO BE SPECIF ED BY FABRICATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS 1 1 2 T Y P ALUM NUM FENCING TO MATCH D-5, L-3 2 BUT W THOUT SOLID BACKING CANE BOLT ON LEFT INS DE GATE,TO BE SPEICIF ED BY FABRICATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS 1/4 x 6 FLAT HEAD CONCRETE SCREWTBC TROUGH SHOP DRAWINGS 3 -10 1/2 O C 3 -62 80 3 X 3 ALUMINUM POST 1/2" SQUARE PICKET 3/4 SQUARE P CKET SIMPLEX 1000 SER ES BY DORMAKABA GATE HARDWARE TO POOL CODE HEIGHT 1/2 TYP 3 4 TYP FLAT BACKING PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED 1 1/2 X 2 ALUM NUM GATE FRAME 3 1/4 x 3 1/4 x 1 ALUMINUM POST CAP 56 3 1/2 TYP 2 TYP 3 1/2 TYP GATE HINGES TO BE SPEC F ED BY FABRICATOR AND APPROVED THROUGH SHOP DRAWING PROCESS ALUM NUM FENCING TO MATCH D-5 L-3 2 BUT WITHOUT SOL D BACKING NOTES: 1 SHOP DRAW NGS SHALL BE PROV DED BY CONTRACTOR FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 2 FENC NG SHALL BE POWDER COATED ALUM NUM MATTE BLACK F N SH SAMPLE TO BE PROV DED FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 3 ALL D MENS ONS TO BE S TE MEASURED BY THE SUPPL ER FOR THE PRODUCT ON OF SHOP DRAW NGS 5 L-3 1 S NGLE ALUMINUM GATE DETAIL SCALE: 1/2 1 -0 COLUMN ELEVATION -SIDE COLUMN ELEVATION - FRONT/BACK SECTION B SECTION A NOTES: CONTRACTOR SHALL PROV DE STONE SHOP DRAW NGS FOR REV EW + APPROVAL BY LANDSCAPE ARCH TECT PR OR TO CONSTRUCT ON STEEL SUPPORT FOR AUTOMAT C GATES AND ASSOC ATED STRUCTURE TO BE SPEC FIED BY GATE FABR CATOR SHOP DRAW NGS FOR GATES TO BE PROVIDED TO LANDSCAPE ARCH TECT FOR REV EW AND APPROVAL PRIOR TO FABRICATION **FINAL STONE SPECIFCAT ONS TO BE CONFIRMED BASED ON F NAL HOUSE SELECT ONS FROM PROJECT ARCH TECT STREET SIDE HOUSE S DE 1 1/2 1 1/2 1 / 4 " TONE SHOP OVAL BY O TO BE OUSE CH TECT 1 -1 3/4 4 3 / 4 " 1 " 6 " 1 3/4 2 1 0 1/2 12 1/2 1 1/4 4 NOTES: CONTRACTOR SHALL PROVIDE STO DRAW NGS FOR REV EW + APPROV LANDSCAPE ARCH TECT PRIOR TO CONSTRUCT ON F NAL STONE SPECIFCATIONS TO CONF RMED BASED ON F NAL HO SELECTIONS FROM PROJECT ARC 1 -0 3/4 1 -2 2 L-3 1 STONE COLUMN DETAIL SCALE: 3/4 1 -0 6 L-3 1 STONE COLUMN COPING SCALE: 3 1 -0 7 L-3 1 STONE COLUMN BASE DETAIL SCALE 3 1 -0 1000 SERIES BY DORMAKABA GATE HARDWARE OR EQUIVELANT TO MEET POOL CODE HEIGHT HARDWARE TBC THROUGH SHOP DRAW NGS 3 X 3 ALUMINUM TUBE POST H O U S E W A L L 3 -6 83/4 SQUARE PICKETS 1/2 SQUARE PICKET 7 -5 O C FLAT BACKING PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED 806 GATE HINGES TO BE SPECIF ED BY FABR CATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS NOTES 1 SHOP DRAW NGS SHALL BE PROV DED BY CONTRACTOR FOR REV EW AND APPROVAL BY ANDSCAPE ARCH TECT PR OR TO PRODUCT ON 2 FENC NG SHALL BE POWDER COATED ALUM NUM MATTE BLACK F N SH SAMPLE TO BE PROV DED FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 3 ALL D MENS ONS TO BE S TE MEASURED BY THE SUPPL ER FOR THE PRODUCT ON OF SHOP DRAW NGS 3 1/2 TYP 3 4 TYP 3 1/2 TYP 2 TYP 3 1/2 TYP 1 2 T Y 3 TYP ALUMINUM FENC NG TO MATCH D-5 L-3 2 BUT W THOUT SOLID BACK NG CANE BOLT ON LEFT NSIDE GATE TO BE SPE CIF ED BY FABRICATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS 1/4 x 6 FLAT HEAD CONCRETE SCREWTBC TROUGH SHOP DRAWINGS 3 -10 1 2 O C 3 -620 3 X 3 ALUMINUM POST 1/2 SQUARE P CKET 3/4 SQUARE P CKET S MPLEX 1000 SER ES BY DORMAKABA GATE HARDWARE TO POOL CODE HE GHT 1 2 TYP 3/4 TYP FLAT BACK NG PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED 1 1/2 X 2 ALUM NUM GATE FRAME 3 1/4 x 3 1/4 x 1 ALUMINUM POST CAP 53 1 2 TYP 2 TYP 3 1 2 TYP GATE HINGES TO BE SPECIF ED BY FABRICATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS ALUMINUM FENC NG TO MATCH D-5, L-3 2 BUT W THOUT SOL D BACKING NOTES 1 SHOP DRAW NGS SHALL BE PROV DED BY CONTRACTOR FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 2 FENC NG SHALL BE POWDER COATED ALUM NUM MATTE BLACK F N SH SAMPLE TO BE PROV DED FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 3 ALL D MENS ONS TO BE S TE MEASURED BY THE SUPPL ER FOR THE PRODUCT ON OF SHOP DRAW NGS ATE DETAIL 5 L-3 1 SINGLE ALUMINUM GATE DETAIL SCALE 1/2 1 -0 142 94 GATE PLAN VIEW AUTOMATIC GATE MOTOR TBD AS PE CONTRACTOR S SP 2 -0 1/2 20 1 / 2 89 " 9 " 145 60 B A COLUMN ELEVATION -SIDE COLUMN ELEVATION - FRONT/BACK SECTION B SECTION A NOTES: CONTRACTOR SHALL PROV DE STONE SHOP DRAW NGS FOR REV EW + APPROVAL BY LANDSCAPE ARCH TECT PR OR TO CONSTRUCTION STEEL SUPPORT FOR AUTOMAT C GATES AND ASSOCIATED STRUCTURE TO BE SPEC FIED BY GATE FABR CATOR SHOP DRAW NGS FOR GATES TO BE PROVIDED TO LANDSCAPE ARCH TECT FOR REV EW AND APPROVAL PRIOR TO FABRICATION **FINAL STONE SPECIFCAT ONS TO BE CONFIRMED BASED ON F NAL HOUSE SELECT ONS FROM PROJECT ARCH TECT STREET SIDE HOUSE SIDE 1 1/2 1 1/2 1 / 4 " NOTES CONTRACTOR SHALL PROV DE STONE SHOP DRAW NGS FOR REVIEW + APPROVAL BY LANDSCAPE ARCHITECT PR OR TO CONSTRUCT ON F NAL STONE SPEC FCAT ONS TO BE CONFIRMED BASED ON FINAL HOUSE SELECT ONS FROM PROJECT ARCH TECT 1 -1 3/4 4 3 / 4 " 1 " 6 " 1 3/4 2 1 0 1/2 12 1/2 1 1/4 4 NOTES: CONTRACTOR SHALL PROVIDE STONE SHOP DRAW NGS FOR REV EW + APPROVAL BY LANDSCAPE ARCH TECT PR OR TO CONSTRUCT ON FINAL STONE SPECIFCATIONS TO BE CONF RMED BASED ON F NAL HOUSE SELECT ONS FROM PROJECT ARCHITECT 1 -0 3/4 1 -2 1 L-3 1 FRONT GATE ELEVATION SCALE: 1/4 1 -0 2 L-3 1 STONE COLUMN DETAIL SCALE: 3/4 1 -0 3 L-3 1 AUTOMATED DRIVEWAY GATE DETA LS SCALE: 3/4 1 -0 6 L-3 1 STONE COLUMN COPING SCALE: 3 1 -0 7 L-3 1 STONE COLUMN BASE DETAIL SCALE 3 1 -0 1 7 0 2 -3 1/2 3 -11 12 6 " 61 1 " 4 " 1 0 " 6 1/2 29 1 2 8 " 2 -7 1 / 2 " T Y P 14 2 3 2 2 8 2'-0 1/2" 2 " 89 " 38 1 2 12 5 1 -11 1/2 O C 1 -10 1/2 CUSTOM ALUM NUM MA L & PARCEL BOX MATTE BLACK POWDER COATED F NISH ALL STAINLESS STEEL INTER OR 142 98 NTERCOM/CALL BUTTON C/W GOOSENECK ARM A PIN FO S Z TE MA MO SH AP PEDESTRIAN GATE ELEVAT ON - STREET SIDE 1 1/2 14 22 1 / 2 " 10 " 8 L-3 1 MA LBOX AND PEDESTR AN GATE DETA LS SCALE: 1/2 1 -0 1000 SERIES BY DORMAKABA GATE HARDWARE OR EQUIVELANT TO MEET POOL CODE HEIGHT HARDWARE TBC THROUGH SHOP DRAW NGS 3 X 3 ALUMINUM TUBE POST H O U S E W A L L 3 -6 83/4 SQUARE PICKETS 1/2 SQUARE PICKET 7 -5 O C FLAT BACKING PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED 806 GATE HINGES TO BE SPECIF ED BY FABR CATOR AND APPROVED THROUGH SHOP DRAWING PROCESS NOTES 1 SHOP DRAW NGS SHALL BE PROV DED BY CONTRACTOR FOR REV EW AND APPROVAL BY ANDSCAPE ARCH TECT PR OR TO PRODUCT ON 2 FENC NG SHALL BE POWDER COATED ALUM NUM MATTE BLACK F N SH SAMP E TO BE PROV DED FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 3 ALL D MENS ONS TO BE S TE MEASURED BY THE SUPPL ER FOR THE PRODUCT ON OF SHOP DRAW NGS 3 1/2 TYP 3 4 TYP 3 1/2 TYP 2 TYP 3 1/2 TYP 1 2 T Y 3 TYP ALUMINUM FENC NG TO MATCH D-5 L-3 2 BUT W THOUT SOL D BACK NG CANE BOLT ON LEFT NSIDE GATE TO BE SPE CIF ED BY FABR CATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS 1/4 x 6 FLAT HEAD CONCRETE SCREWTBC TROUGH SHOP DRAW NGS 3 -10 1 2 O C 3 -620 3 X 3 ALUM NUM POST 1/2 SQUARE P CKET 3/4 SQUARE P CKET S MPLEX 1000 SER ES BY DORMAKABA GATE HARDWARE TO POOL CODE HE GHT 1 2 TYP 3/4 TYP FLAT BACK NG PLATE TO ALLOW FOR HARDWARE TO BE INSTALLED 1 1/2 X 2 ALUM NUM GATE FRAME 3 1/4 x 3 1/4 x 1 ALUM NUM POST CAP 53 1 2 TYP 2 TYP 3 1 2 TYP GATE H NGES TO BE SPECIF ED BY FABRICATOR AND APPROVED THROUGH SHOP DRAW NG PROCESS ALUMINUM FENC NG TO MATCH D-5, L-3 2 BUT W THOUT SOL D BACKING NOTES 1 SHOP DRAW NGS SHAL BE PROV DED BY CONTRACTOR FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 2 FENC NG SHALL BE POWDER COATED ALUM NUM MATTE BLACK F N SH SAMPLE TO BE PROV DED FOR REV EW AND APPROVAL BY LANDSCAPE ARCH TECT PR OR TO PRODUCT ON 3 ALL D MENS ONS TO BE S TE MEASURED BY THE SUPPL ER FOR THE PRODUCT ON OF SHOP DRAW NGS 4 L-3 1 DOUBLE ALUM NUM GATE DETAIL SCALE: 1/2" 1 -0" 5 L-3 1 SINGLE ALUMINUM GATE DETAIL SCALE: 1/2 1 -0
87 HIGHLAND AVENUE
CONSTRUCTION DOCUMENTATION | BOSQUE LA 2022
87 Highland offered the unique challenge of a rear yard situated at the beginning of a ravine. Both elevations depict the house’s lower terrace, stairs, and retaining walls, to accurately give the client and builder an idea of the finished design and how it interacts with existing grade.
Working on this plan taught me how to design with extreme grades while factoring in codes, walkability and drainage. The complete L-3.0 (Sections and Details) of this package was completed indivually on Vectorworks, including the two visible on the right.
19 Type: Professional Collaboration: Individual Duration: 1 Week Location: Bosque LA, Toronto
20 POST BRACKET EMBEDDED IN CONCRETE RETA N NG WALL WOOD FENCE REFER TO D-3 L-3 2 S DEYARD WALKWAY STA RCASE SECTION REFER TO D-3 L-3 4 STA RS TO UPPER TERRACE SECT ON REFER TO D-3 L-3 5 L MESTONE WALL COP NG REFER TO D-3 L-3 1 PORCELA HEATED R L-3 4 119 52 NNER STR CLADD N STEPS AT THICKNES 4 TH CK L MESTON UPPER TER AS PER AR 1 L-3 5 REAR STA RS AND RETA N NG WALL ELEVAT ON SCALE 1/2 1 -0 115 81 1 -0" 1 -4 FOUNDATION TO FROST DEPTH TYPICAL OR TO UNDISTURBED NAT VE GRADE RE NFORCED AS PER STRUCTURAL ENGINEER S SPECIFICAT ONS 2 THICK RIGID NSULATION AND WATERPROOFING MEMBRANE 3 1/2 X 2 1/4 BR CK CLADDING T NTED TO MATCH HOUSE LIMESTONE BANDINGHEATED REFER TO D-1, L-3 0 1 WIDE GRADE BEAM BELOW PLANTER WALL PLANT NG BED BEECH HEDGE 1/4 VERDIGR S ALUM NUM PLANTER PORCELAIN PAVING - HEATED REFER TO D-1 L-3 4 6 " 3/8 CAULKING JOINT 5/8" EXPANSION JO NT L-SHAPED BRACKET WITH SUPPORT 8 10 1 -6 LIMESTONE WALL COP NG REFER TO D-3 L-3 1 TW 118 54 BW 118 55 3 L-3 4 REAR HOUSE ELEVAT ON SC ALE 3/8 1 -0 5 L-3 4 RETAINING WALL AND PLANTER SECT ON SCALE: 1/2 1 -0 FOUNDAT ON TO FROST DEPTH TYP CAL OR TO UNDISTURBED NAT VE GRADE RE NFORCED AS PER STRUCTURAL ENG NEER S SPEC F CATIONS T Y P 1 -1 1/2 TYP 2 TYP 10 10 GRANULAR A BACKFILL 2 THICK SM NSULATION OR APPROVED EQUIVALENT SLOPE PER PLAN 118 46 118 82 3 THICK WIARTON BUFF TREADS FLAMED F N SH - HEATED 6 THICK GRANULAR BASE COMPACTED TO 98% SPD 118 43 118 07 STONE WALKWAY PAVINGHEATED REFER TO D-4 L-3 0 6" 2 THICK WIARTON BUFF R SER FLAMED F N SH E
