Construction documentation portfolio by Bradley R. Thompson

CONSTRUCTION DOCUMENTATION BY BRADLEY R. THOMPSON - B.A.A.S [HONS]

02-03-2014

INTRODUCTION

CONSTRUCTION DETAIL LEGEND

Davies & Jokiniemi (2008) In their text Dictionary 1. Construction, Stainless steel gutter of Architecture & Building describes Tectonics as “the art of building” & secondly as “a 2. Composite timber decking pictorial composition which takes into account the onsurface”. magnesium board structural qualities of line and

DETAIL LEGEND: SCALE - 1:25

substrate.

The architect must not only be able to design and 3. Low-E glass balustrade craft space and form, but must also be able to Answer the question of4.howSteel the object is put truss coated with together. The masterful orchestration of corrosion inhibiter & structure, enclosure, materiality and various systems equipped is achieved through the tedious processwith of Galvanic anode. construction documentation. This is the means through the designers idea can be materialized in 5. Prefabricated stainless steel real life.

pool vessel w/ self supporting structure

Timber panel system fastened

THE QUESTION to light gauge steel Is this potential new resources you are looking to furring channels add to your business capable of fabricating the technical information required? does he waffle slab. understand how things7.are RCC put together? and can he convey this understanding in a graphical 8. Tubular structural grade steel format?

strut coated with corrosion inhibiter & equipped with galvanic anode.

THE ANSWER I will let you decide. This document consist of 9. three W-shape grade technical information on projectsstructural which beam. mix of range in scale and present steel an interesting materials, complexity & construction technology. 10.only Precast hollow core slab w/ The drawings shown are intended as samples meshunderstands reinforced structural to convey the idea that the2” subject toping. how to articulate the subject of architectural tectonics through a visual mode. 11.adopted Composite column The documentation style and illustrated in this publication are based in principles extracted 12. Permiable pavement on from the text “A Manual of Construction Documentation” by Glenn E. Wiggins suitable substrate

4 5

12 13

13. Recycled macadam road

I also know how to consult technical manuals for surface finished with fixtures and fittings and shop drawings from radiation reflective coating manufacturers and suppliers such as Kohler, American Standard, Water Works, Duravit, Walker 14. Atlantis D-Rainwater Tank w/ Zanger, Miele & General Electric.

damp proof liner & overflow outlet

15. Pile foundation w/ pile cap as specified by Engineer 14

TABLE OF CONTENTS

02 03

MOBILE STORGE UNIT [FUTURE CENTRE TRUST]

SPECULAR RESIDENCE REMODEL

INTERGENERATIONAL FAMILY DWELLING

MOBILE STORGE UNIT [FUTURE CENTRE TRUST]

OVERVIEW PROJECT: Mobile storage unit (Future shed) CLIENT: The Future Centre Trust STYLE: Modern Date: June, 2011 CONSTRUCTION: Timber frame with recycled galvanized corrugated sheet metal cladding DESCRIPTION The future centre trust is a nongovernmental & none profit organization which is focused on sustainable living and the environmental preservation of Barbados. Around June in 2011, the Trust contracted my services as a designer in order to aid them in the execution of their community recycling outreach program. This program involved schools and community groups in the collection and recycling of certain waste products. In order to facilitate this project, they required a mobile storage unit which could be mass produced, disassembled, transported and then reassembled in various locations. They looked at the chattel house and liked the idea of how it could be disassembled and moved and then reassembled again. This became the driving force in how the project was approached. This project was detailed in such a way that anyone with limited construction knowledge could execute the building of the unit successfully. The construction documents also incorporate 3 dimensional detail drawings in order to help with illustration and getting the information across in a comprehensive way. DRAWING CONTENT 1. Floor plan 2. Floor framing plan & assembly 3. Elevations 4. Sections & enlarged wall section 5. Roof framing plan 6. Side panel framing drawings & connection details

7'-2" EQ

3'-4"

3'-2"

2" 2"

1" 2'-112

02 7'

All door hinges shall be 6" heavy duty zinc coated butt hinges or similar.

Install 3 hinges per side.

2" BRC weld mesh may be fixed to the interior face of door and screen frame as required by carpenter.

If plastic composite lumber is not available, Cedar may be used as a substitute. SYMBOLS & HATCHES KEY

DOUBLE SWING DOOR

DRAWING TITLE

1 2"

Exterior grade ply or Fiberock

2x 2x6 Built up timber header 2x4 Door jamb of Plastic composite or cedar

Door & S c r e e n d e ta ils

2x4 Door jamb of plastic composite lumber of cedar.

1 21" Thick Timber framed door leaf

1 2"

Exterior grade ply or Fiberock sheathing 4x4 Timber stud

1 21" Thick Timber framed Door leaf

A.0.1

DOOR JAMB CONDITION Scale: 1-1/2" = 1'-0"

2. Double swing door

3. 2" Galvanized weldmesh

DOOR HEAD CONDITION Scale: 1-1/2" = 1'-0"

ISSUE DATE

1. Wire mesh screen

Scale: 3/4" = 1'-0"

Exterior corrugated cladding

PROJECT NAME

CLIENT

NOTES

2'-9"

Scale: 3/4" = 1'-0"

DRAWING TITLE

WIRE MESH SCREEN

DESIGNER

1'-6" 1'-10"

Scale: 1" = 1'-0"

FOUNDATION PLAN Scale: 1/2" = 1'-0"

2x6 blocking may be required to provide extra material for lag bolt threads PTP Timber floor frame 1 8"

Thick steel angle bracket anchored to foundation by J bolt & secured to rim joist by lag bolt. D R A W I N G T I T L E

4" EQ

Poured concrete foundation as required TYP

ANCHOR BOLT & BRACKET PLACEMENT Scale: 1" = 1'-0"

3D FOOTING ANCHORAGE DETAIL Scale: 1" = 1'-0"

F o u n dat io n f o o t in g de t ails

DRAWING TITLE

FOUNDATION DETAIL

CoRe Network Future Shed

Poured concrete foundation as required TYP

00-06-2011

PROJECT NAME

03 -

Bradley Thompson

J anchor bolt set 7" min depth in conc. foundation or 21" Conc. wedge anchor bolt installed after Conc. has cured TYP

ISSUE DATE

7'-10"

1 2"

1'-8"

FOUNDATION PLAN & ANCHORAGE DETAILS DRAWN BY

2.0

Bradley Thompson #31 APT 1, Holders Terrace St. James, Barbados Tel: 432-8337 Cell: 253-7673 Email: leobradleythompson@hotmail.com Future Centre Trust Little Edgehill St. Thomas, Barbados Tel: (246)-625-2020 Fax : (246)-620-2021 Email: futurecentretrust@gmail.com

Floor frame

Slope 81"/1' to fall 4" min

PROJECT NO.

DESIGNER CLIENT

9'-8"

A.1.0

VARIES 10'

MT-2

TOP OF ROOF

B-B A.3.0

5" 7'-516 7'-6"

MT-1 MT-2

11"

FlOOR LEVEL GROUND LEVEL

A-A A.3.0

PLAN

Scale: 3/8" = 1'-0"

MT-1

MT-2

BACK ELEVATION Scale: 3/8" = 1'-0"

TOP OF ROOF

8'-23" 8

TOP OF ROOF

3" 8'-38

MT-2

DRAWING TITLE Pl an & El e v a t i o ns 11"

A.2.0

SIDE ELEVATION Scale: 3/8"=1'-0"

FlOOR LEVEL

11"

GROUND LEVEL

FRONT ELEVATION Scale: 3/8"=1'-0"

FlOOR LEVEL GROUND LEVEL

DESIGNER

5" 916

TOP OF BEAM

TOP OF ROOF TOP OF BEAM

1'-6 1/2"

2x 2x6 Built up timber beam

Scale: 3/8" = 1'-0"

02 A.5.0

2"x4" jack stud

TOP OF STUD PLATE

2.0

SECTION A-A

See dwg for framing details

Bradley Thompson

SH-1

PROJECT NO.

6'-11"

DRAWN BY

GROUND LEVEL

CoRe Network Future Shed

11"

8/3 Corrugated galvanized cladding

FLOOR LEVEL

00-06-2011

7'-6"

PROJECT NAME

SH-1

CLIENT

05 A.6.0

ISSUE DATE

03 -

1/2" Exterior grade ply VARIES

FLOOR LEVEL

SECTION B-B Scale: 3/8" = 1'-0"

FLOOR LEVEL GROUND LEVEL

GROUND LEVEL

SECTIONS A-A & B-B & ENLARGED WALL SECTION

11"

END WALL SECTION Scale: 1" = 1'-0"

DRAWING TITLE

S e c t io n s & W all s e c t io n

11"

03 A.4.0

DRAWING TITLE

A .3.0 A.3.0

10' 11"

1'-4" TYP

1 x 6 Plastic composite decking

Foundation below TYP.

11"

04 -

7'-10"

2 x 6 Floor frame system

FLOOR FRAMING PLAN Scale: 1/2" = 1'-0"

8/3 Corrugated panel 1 2" Exterior grade Ply sheathing

DRAWING TITLE Fl oo r f ram i n g p l a n & co n stru c t i o n d e ta ils

A.4.0

FLOOR SYSTEM ASSEMBLY Scale: 1/2" = 1'-0"

Galvanized steel joist hanger

2x4 PTP stud frame

3" Overlap TYP

2x6 PTP rim joist

2 x 6 PTP Rim joist

1x 6 plastic composite wood decking spaced 41" apart

2 x 6 PTP Floor joist 2 x 6 PTP Floor joist

FLOOR DETAIL Scale: 1-1/2" = 1'-0"

JOIST CONNECTION DETAIL Scale: 1-1/2" = 1'-0"

DESIGNER

Bradley Thompson #31 APT 1, Holders Terrace St. James, Barbados Tel: 432-8337 Cell: 253-7673 Email: leobradleythompson@hotmail.com

CLIENT

Future Centre Trust Little Edgehill St. Thomas, Barbados Tel: (246)-625-2020 Fax : (246)-620-2021 Email: futurecentretrust@gmail.com

14'-13 4" A A

C F

7" 8'-18

6'-5"

E 4'-3"

Scale: 1/2" = 1'-0"

Galvanized steel twist tie TYP.

BACK STUD FRAME ELEVATION Scale: 3/8" = 1'-0"

2x 2x6 built up beam LEGEND

2x4 top plate

ROOF STRAPPING LOCATION Scale: 3/4" = 1'-0"

2.0

SIDE WALL STUD FRAME ELEVATION

Bradley Thompson

7'-2"

PROJECT NO.

DRAWN BY

1" 10'-12

CoRe Network Future Shed

00-06-2011

PROJECT NAME

• • ••••

ISSUE DATE

2"x4" Top plate

2x6 timber built up beam member wedged in 2x4 stud and carriage bolts TYP

2"x4" Bottom plate

2"x4" Timber stud

2"x4" Jack Stud

4x4 timber stud

4"x4" Timber stud

2"x4" Timber brace

BEAM CONNECTION TYP Scale: 1" = 1'-0"

DRAWING TITLE S ide f r am in g pan e l de t ails

DRAWING TITLE

• • ••••

STUD FRAMING ELEVATIONS & ROOF STRAPPING LOCATION

D 5" 6'-1116

A.5.0

1" 14'-52 3" 1'-316

1'-21" 8

2'-0" TYP

2x6 PTP Roof framing member 2x4 Top plate

Galvanized steel twist tie nailed to stud & roof construction

7'-10"

ROOF TIE DOWN DETAIL Scale: 1-1/2" = 1'-0"

2x6 PTP Rafter Galvanized steel joist hanger

ROOF FRAMING PLAN Scale: 1/2" = 1'-0"

04 -

RAFTER CONNECTION Scale: 1-1/2" = 1'-0"

8/3 Corrugated galvanized roof cladding

Roof frame

Flashing/ drip edge 3'-0"

DRAWING TITLE R o of f ram i ng p l a n & ov e rh a ng d e t a i l

A.5.1

2X 2x6 Built up timber beam 2x4 Door jamb

03 -

3D OF ROOF CONSTRUCTION Scale: 3/8" = 1'-0"

+ 7'-6" To top of beam FFL

Timber stud frame

ROOF OVERHANG Scale: 3/4" = 1'-0"

2x6 PTP Ledger board

6'-10" 7'-2"

2x4 Plastic composite bracing member

12"

1x6 Plastic composite decking Underside of ramp

2x4 PTP bracing member beyond

GL 2" Overhang TYP

• •••

DRAWING TITLE R am p f r am in g plan & c o n s t r u c t io n de t ails

2x4 PTP bracing member 2x6 PTP Framing member

SECTION THROUGH RAMP Scale: 1-1/2" = 1'-0"

2x6 PTP Ledger board lag bolted to shed rim joist as required

ISSUE DATE

1x6 Plastic composite decking

2.0

2x6 PTP framing member

Shed floor decking

Bradley Thompson

Shed door

PROJECT NO.

Scale: 1/2" = 1'-0"

DRAWN BY

Scale: 1/2" = 1'-0"

3D OF RAMP CONSTRUCTION

CoRe Network Future Shed

PROJECT NAME

RAMP FRAMING PLAN

DECKING OVERHANG Scale: 1-1/2" = 1'-0"

DRAWING TITLE

All cut and exposed surfaces of Pressure treated members shall be sealed with an environmentally friendly paint or sealant.

CLIENT

NOTES

00-06-2011

03 -

2x6 PTP frame construction

RAMP FRAMING PLAN & DETAILS

1'-4" TYP

DESIGNER

1x6 Plastic composite decking

Future Centre Trust Little Edgehill St. Thomas, Barbados Tel: (246)-625-2020 Fax : (246)-620-2021 Email: futurecentretrust@gmail.com

04 -

Bradley Thompson #31 APT 1, Holders Terrace St. James, Barbados Tel: 432-8337 Cell: 253-7673 Email: leobradleythompson@hotmail.com

4'-8"

A.6.0

A.7.0

SPECULAR RESIDENCE REMODEL

OVERVIEW PROJECT: Advanced 2D CAD, Assignment 4 STYLE: Traditional/ Contemporary CONSTRUCTION: Concrete masonry unit enclosure with cast-in-situ R.C. slab & timber framed roof DESCRIPTION: This project was founded in an academically based project through which we were required to generate a few of the common drawings presented in a stack of construction documents. We were also given creative licence to modify the aesthetic appeal and put our own twist on the project if you will. Using this modest two level dwelling as an exercise, I decided to do a virtual renovation and create a few more documents to illustrate my knowledge of construction and the art of detailing in a more traditional yet contemporary Caribbean style home. The following list of drawings is by no means complete, however this project merely serves as to render a sample which responds to the question of what I know about drawing convention, delivery of information & knowledge of construction. DRAWING CONTENT: 1. Floor plans 2. Floor finish plans 3. Telephone, Data & Electrical layout 4. Switching layout 5. Reflected ceiling plans 6. Roof plan 7. Roof framing plan & construction details 8. Elevations 9. Sections 10. Wall section & construction details 11. Enlarged Kitchen plan & Interior elevations 12. Enlarged bathroom plan & interior elevations 13. Window schedule & framing conditions 14. Door schedule & framing conditions

DRAWING TITLE

+1'-0"

+ 11'-6"

COURSE

+ 1'-6"

PROJECT

+ 11'-0"

+/- 0'-0"

DATE

+ 1'-0"

+ 0'-6"

DRAWING TITLE Gr ou n d f l o o r & Fi r st fl oo r pla ns

A.1.0

GROUND FLOOR PLAN Scale: 1/8"=1'-0"

FIRST FLOOR PLAN Scale: 1/8"=1'-0"

NOTES 1. For further details on kitchen layout, please see DWG A.4.0 2 .For further details on bathroom layout please see DWG A.4.1 3. All walls are of 6" masonry unit construction unless specified otherwise

ADVANCED 2D CAD

Scale: 1/8"=1'-0" 1 2"

6" Conc. masonry wall 1" x 6" Base board w/ 1 2"

1 4"

12" x 12" Lime stone tile

chamfer

x 6" Engineered T&G flooring system

Foam underlayment Plastic liner R.C. floor slab

WOOD FLOORING DETAIL Scale: 1"=1'-0"

1 8"

12" x 12" x

Acrylic latex grout joint

1" Floor screed 1 4" Portland tile cement bed R.C. floor slab

x 6" Engineered T&G flooring

5 8"

Scale: 1"=1'-0"

N/A

ID#

LOCATION

ASSIGNMENT 4 PRIVATE RESIDENCE

DRAWING TITLE Lime stone tile

24" x 24" x 85" Slate stone tile

STONE TILE FLOOING DETAIL



FLOOR FINISH LEGEND

 

Scale: 1/8"=1'-0"

FIRST FLOOR FINISH PLAN

N/A

COURSE

PROJECT

GROUND FLOOR FINISH PLAN

DATE

24" x 24" x 3" Conc. pavers

G r o u n d f lo o r & F ir s t f lo o r f in is h plan s

A.1.1



Gr ou n d f l o o r & Fi r st fl oo r e lec t r i c a l layo u t p l a n s

A.1.2

ASSIGNMENT 4 PRIVATE RESIDENCE



PROJECT Scale: 1/8"=1'-0"

FIRST FLOOR ELECTRICAL PLAN Scale: 1/8"=1'-0"



DRAWING TITLE

GROUND FLOOR ELECTRICAL PLAN

DATE

COURSE

ADVANCED 2D CAD

EQ EQ



ADVANCED 2D CAD

Scale: 1/8"=1'-0"

N/A

ID#

LOCATION

ASSIGNMENT 4 PRIVATE RESIDENCE



FIRST FLOOR SWITCHING PLAN

 

N/A

COURSE Scale: 1/8"=1'-0"

PROJECT

GROUND FLOOR SWITCHING PLAN

DATE

DRAWING TITLE G r o u n d f lo o r & F ir s t f lo o r s w it c h in g plan s

A.1.3



ADVANCED 2D CAD

COURSE PROJECT

GROUND REFLECTED CEILING PLAN Scale: 1/8"=1'-0"

FIRST FLOOR REFLECTED CEILING PLAN Scale: 1/8"=1'-0"

DATE

DRAWING TITLE Gr ou n d f l o o r & Fi rst f lo or r e f l e c t e d c e ilin g p l a n s

A.1.4



2"x8" Hip rafter Wall below 2"x6" PTP rafter

2X PTP Header

2"x8" PTP Ridge beam

PROJECT

2"x8" Hip rafter

ID#

N/A N/A

Wall below

LOCATION

Wall below 2"x6" PTP rafter

ROOF DECK

ASSIGNMENT 4 PRIVATE RESIDENCE

ROOF DECK

COURSE

2"x12" (x2) built up timber beam below

ADVANCED 2D CAD

2"x6" Cedar rafter

Scale: 1/8"=1'-0"

LOWER ROOF FRAMING PLAN



ROOF PLAN

Scale: 1/8"=1'-0"

NOTES

3. All concealed mechanical fasteners are to be installed in accordance with the roof cladding manufacturers recommendations.

 

DATE

OPEN TO BELOW

4. All rafters shall be fixed and anchored using the appropriate metal straps, brackets & anchors as specified.



1. Standing seam roof cladding to be 24 Gauge (0.6mm) Alloy Coated Steel or 20 Gauge (0.8mm or 1.0mm) Aluminum. 2. All panel overlaps are to be machine seamed

DRAWING TITLE R o o f plan & L o w e r r o o f f r am in g plan

A.1.5

6" EPDM membrane flashing overlap EPDM Roofing membrane fastened and heat welded as required. 2" Rigid foam insulation 1 21" Conc. topping, sloped to fall as required + 19'-0" ABOVE GF LEVEL 6" R.C. roof slab Ceiling structure

2X PTP Header 2"x8" Hip rafter Wall below

SINGLE PLY ROOFING DETAIL Scale: 1/8"=1'-0"

12"

2"x6" PTP rafter Standing seam sheet metal roof cladding fastened to 1" x 3" batons 3 4"

x 8" T&G roofing boards or 58" cement board sheathing

2" x 6" PTP Rafter spaced every 24" O.C. Reflective foil heat barrier 1" x 3" baton board at 3'-0" O.C. COURSE

2"x8" PTP Ridge beam 2"x8" TPP valley rafter

Simpson HETA16 embedded steel anchor 2" Rigid foam insulation + 19'-0" ABOVE GF LEVEL 1 21" Conc. topping, sloped to fall as required

Roof parapet

DRAWING TITLE U p pwe ro o f fr amin g p l a n & roof C o n s t r uc t i o n d e ta ils

A.1.6

1ST FLOOR ROOF PLAN Scale: 1/8"=1'-0"

2. EPDM roofing membrane to be bonded to rigid foam insulation using the appropriate bonding agents and installed as directed by the manufacturers recommendations. 3. Over lap roofing membrane and heat seal as required.

Scale: 1/8"=1'-0"

1 Conc. coping w/ 14 " drip edge sloped to fall

1" Ă&#x2DC; steel tie rod w/ required brackets & fasteners + 9'-2"

NOTES 1. All concrete parapets are to be sloped for water shedding purposes as required.

HIP ROOF TO PARAPET DETAIL

2" x 2" timber members spaced @ 6" O.C. 2" x 8" Ledger anchor bolted to Conc. masonry work

PROJECT

6" R.C. roof slab

DATE

Single ply flat roof sloped @ 41" per foot to drain

ROOF CANOPY & PARAPET DETAIL Scale: 1/8"=1'-0"

12"

N/A

ID#

ASSIGNMENT 4 PRIVATE RESIDENCE



N/A

COURSE

Scale: 1/8"=1'-0"

PROJECT

NORTHERN ELEVATION

DATE

ADVANCED 2D CAD

12"

LOCATION

12"

 

DRAWING TITLE

No r t h & S o u t h e le v at io n s

SOUTHERN ELEVATION Scale: 1/8"=1'-0"

A.2.0



EASTERN ELEVATION

12"

COURSE

12"

Scale: 1/8"=1'-0"

12"

DATE

PROJECT

DRAWING TITLE East & W e s t e lev a tions

A.2.1

WESTERN ELEVATION Scale: 1/8"=1'-0"

N/A

ID#

LOCATION

ASSIGNMENT 4 PRIVATE RESIDENCE

 

DATE



Scale: 3/16"=1'-0"

N/A

COURSE

SECTION A-A

PROJECT

ADVANCED 2D CAD

 

DRAWING TITLE S e c t io n A- A & s e c t io n B - B

SECTION B-B Scale: 3/16"=1'-0"

A.3.0



Reflective foil heat barrier 5 8"

Marine grade

Simpson HETA16 embedded steel anchor strap

+14'-0" WINDOW SILL T&G eave soffit Casement & Bi-fold louvered window unit MASTER BEDROOM

Conc. Window sill

+ 19'-0" TO TOP OF BEAM 2" x 6" TPP Rafter 6" Quad gutter 1" x 8" Timber fascia board 2"x Header 2"x 2" Look out ledger 3 4"

+14'-0" WINDOW SILL 6" Conc. masonry unit external wall construction

6" R.C. Slab on first floor w/ T&G floor finish Exposed rafter structure

INTERIOR

X 6" T&G soffit boards

Cast insitu Conc. ring beam w/ HT steel reinforcement as specified by structural Engineer.

ROOF OVERHANG & ANCHORAGE DETAIL Scale: 3/4"=1'-0"

Window unit as specified

Cast insitu Conc. sill w/ drip edge 2"x8" Timber ledger board anchor bolted to Conc. masonry work

+ 8'-0" DOOR HEAD 12"x6" Conc. lintel

INTERIOR

Simpson HUS 210 galvanized joist hanger

Timber framed door w/ top light & side lights

2" x 6" Cedar Rafter 6" Conc. masonry wall w/ render

+4'-10" TOP OF WALL

Pre-cast conc. paver on1" of bedding sand & 6" of compacted gravel.

GARDEN

Metal Gravel stop 0'-0" GROUND FL

DRAWING TITLE W al l sect i o n & C on s tru c t i o n d e ta ils

A.3.1

GROUND LEVEL 6" Conc. foundation block work w/ filled cores R.C. footing as spec by Structural Engineer For foundation details, please consult Engineering DWGS WALL SECTION Scale: 3/8"=1'-0"

PROJECT

Conc. wall coping

6" Conc. masonry construction w/ trowel texture render

COURSE

Built up timber beam

1" x 3" baton board at 3'-0" O.C.

TOP OF RING BEAM Steel quad gutter

+10'-0" 1ST FLR LVL

12"

Standing seam sheet metal roof cladding fastened to 1" x 3" batons

RAFTER FIXING DETAIL Scale: 3/4"=1'-0"

BEDROOM

12" 6"

Simpson LTS12 galvanized metal rafter connector 2"x 12" (x2) built up timber beam + 19'-0" TO TOP OF BEAM 2"x Header 1" x 8" Timber fascia board

6" x 6" Timber post beyond

RAFTER TO BEAM CONNECTION DETAIL Scale: 3/4"=1'-0"

DATE

2x Pine roof structure anchored to casted ring beam

A B



Scale: 3/8"=1'-0"



ID#

 



N/A

ASSIGNMENT 4 PRIVATE RESIDENCE

KITCHEN ELEVATION B



Scale: 3/8"=1'-0"

PROJECT

ENLARGED KITCHEN PLAN

DATE

N/A

COURSE

ADVANCED 2D CAD



LOCATION

A.4.0

DRAWING TITLE



K it c h e n plan & k it c h e n in t e r io r e le v at io n s

KITCHEN ELEVATION A Scale: 3/8"=1'-0"

KITCHEN ELEVATION C Scale: 3/8"=1'-0"

A.4.0



A D

A.4.1

 

ENLARGED BATHROOM PLAN

Scale: 3/8"=1'-0"

ELEVATION A Scale: 3/8"=1'-0"



 

DRAWING TITLE B a thro om p l a n & b a th ro om i n t e r i o r e lev a tions

A.4.1

ELEVATION B Scale: 3/8"=1'-0"



ELEVATION C Scale: 3/8"=1'-0"

ELEVATION A Scale: 3/8"=1'-0"

NOTES TYPE: Double casement SIZE: 5'-0" X 4'-0" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Kitchen QUANTITY: 1

WINDOW TYPE 4 Scale: 1/8"=1'-0"

NOTES TYPE: Awning SIZE: 1'-10" X 3'-6" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Ground &1st floor bathrooms QUANTITY: 2

8'-0" AFL

N/A

Scale: 1/8"=1'-0"

ID#

WINDOW TYPE 3

N/A

NOTES TYPE: Awning with louvers & top fixed light SIZE: 4'-0" X 2'-6" CONSTRUCTION: Timber frame GLAZING: LOCATION: Ground &1st floor bathrooms QUANTITY: 2

LOCATION

Scale: 1/8"=1'-0"

DATE

8'-0" AFL

WINDOW TYPE 2

ADVANCED 2D CAD

NOTES TYPE: Awning with louvers & top fixed light SIZE: 5'-0" X 2'-6" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: 1st floor corridor QUANTITY: 1

ASSIGNMENT 4 PRIVATE RESIDENCE

Scale: 1/8"=1'-0"



WINDOW TYPE 1

8'-0" AFL

COURSE

8'-0" AFL

PROJECT

8'-0" AFL

WINDOW TYPE 5 Scale: 1/8"=1'-0"

NOTES TYPE: Casement & Bi-fold louvered unit SIZE: 4'-0" X 9'-0" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: 1st floor master bedroom QUANTITY: 2

WINDOW TYPE 6 Scale: 1/8"=1'-0"

NOTES TYPE: Double awning unit SIZE: 1'-80" X 8'-0" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Living area, master bedroom & Master bath QUANTITY: 3

 

DRAWING TITLE W in do w s c h e du le

A.5.0



1/2" Render 6" Reinforced Conc. beam 1" x 4" Timber head casing Shim & seal as required. Coral stone architrave

Coral stone architrave beyond Window unit as specified 1 2"

x 2" Window casing

INTERIOR

EXTERIOR

TYPICAL WINDOW HEAD CONDITION Scale: 3"=1'-0"

INTERIOR

EXTERIOR Window unit as specified Coral stone architrave beyond Shim & seal as required. Pre cast Conc. Sill w/ 41" drip edge

INTERIOR 6" Conc. masonry Work 1/2" Render

TYPICAL WINDOW SILL CONDITION Scale: 3"=1'-0"

1" x 4" Timber window casing EXTERIOR

01 DRAWING TITLE W ind ow s c he d u l e & He ad , Ja m b & Sill deta i l s

A.5.1

WINDOW TYPE 7 Scale: 1/2"=1'-0"

NOTES DESCRIPTION: Bow window unit w/ operable top awning lights & casement units SIZE: 5'-10" X 8'-0" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Stair well QUANTITY: 2

1/2" Render 1 2"

INTERIOR

x 2" Window casing

6" Conc. Block Work Window unit as specified Shim & seal as required.

Coral stone architrave EXTERIOR

Window sill below

TYPICAL WINDOW STILE CONDITION Scale: 3"=1'-0"

DOOR TYPE 1 Scale: 1/8"=1'-0"

NOTES DESCRIPTION: Bi-fold french door door w/ fixed side & top light DOOR DIMENSIONS: 6'-11" X 3'-0" FRAME DIMENSIONS: 8'-0" X 10'-4" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Living area & bedroom QUANTITY: 3

DOOR TYPE 2 Scale: 1/8"=1'-0"

NOTES DESCRIPTION: Double French door w/ fixed side & top light DOOR DIMENSIONS: 6'-11" X 3'-0" FRAME DIMENSIONS: 8'-0" X 6'-0" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Dining area & 1st floor QUANTITY: 2

DOOR TYPE 3 Scale: 1/8"=1'-0"

NOTES DESCRIPTION: French door w/ fixed side & top light DOOR DIMENSIONS: 6'-11" X 3'-1" FRAME DIMENSIONS: 8'-0" X 4'-2" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Entrance QUANTITY: 1

ID#

ASSIGNMENT 4 PRIVATE RESIDENCE

EXTERIOR



EXTERIOR

DRAWING TITLE  

EXTERIOR

N/A

COURSE

INTERIOR

PROJECT

INTERIOR

DATE

INTERIOR

N/A

ADVANCED 2D CAD

LOCATION

Do o r s c h e du le

A.5.2



COURSE

DOOR TYPE 6A

PROJECT

INTERIOR

DATE

EXTERIOR

DRAWING TITLE Door sch e d u l e c o nt in u e d

A.5.3

DOOR TYPE 4 Scale: 1/8"=1'-0"

NOTES DESCRIPTION: Bi-fold french doors w/ fixed top & side lights APPLICATION: Exterior SIZE: 5'-0" X 2'-6" CONSTRUCTION: Timber frame GLAZING: Double pane w/ low-e coating LOCATION: Dining area QUANTITY: 1

DOOR TYPE 5 Scale: 1/8"=1'-0"

NOTES DESCRIPTION: Louvered door APPLICATION: Interior SIZE: 5'-0" X 4'-0" CONSTRUCTION: Timber frame GLAZING: LOCATION: Ground & 1st floor bedroom & bathrooms QUANTITY: 5

DOOR TYPE 6B

DOOR TYPE 6 Scale: 1/8"=1'-0"

NOTES DESCRIPTION: Louvered door APPLICATION: Interior SIZE: 5'-0" X 4'-0" CONSTRUCTION: Timber frame GLAZING: LOCATION: Ground & 1st floor bedroom & bathrooms QUANTITY: 5



6" Conc. Block Work

Applied Timber Door Stop

1/2" Render

1" x 4" Timber casing 1/2" Render

1" x 4" Timber Architrave 1/2" Coral Architrave

INTERIOR

6" Conc. Block Work 2" x 6" Timber Door Jamb

2" x 6" Door Frame Head

Shim & fill as required Fixed transom light

DOOR HEAD CONDITION A Scale: 3"=1'-0"

DOOR JAMB CONDITION A Scale: 3"=1'-0"

1/2" Render

INTERIOR

COURSE

6" Conc. Block Work

6" Extruded Aluminum Threshold

2" x 6" Timber Door Jamb Shim & fill as required

Slate Stone Tile

EXTERIOR

Conc. Floor Slab

DOOR SILL CONDITION Scale: 3"=1'-0"

1/2" Render

DOOR JAMB CONDITION B Scale: 3"=1'-0"

Applied timber door stop

6" Conc. Block Work

1" x 4" Timber casing 1/2" Render

1" x 4" Timber casing

DATE

ID#

Interior T&G Wood Floor Finish

N/A

Door Leaf

N/A

Applied Timber Door Stop

LOCATION

Door Frame Beyond

ADVANCED 2D CAD

INTERIOR

ASSIGNMENT 4 PRIVATE RESIDENCE

EXTERIOR

1/2" Coral Architrave

PROJECT

INTERIOR



EXTERIOR

6" Conc. Block Work 2" x 4" Timber door head 2" x 6" Timber Door Jamb

Door leaf

Shim & fill as required

DOOR HEAD CONDITION B Scale: 3"=1'-0"

DRAWING TITLE  

Applied timber door stop

Do o r h e ad, j am b & T r an s o m de t ails

DOOR JAMB CONDITION C Scale: 3"=1'-0"

A.5.4



INTERGENERATIONAL FAMILY DWELLING

OVERVIEW PROJECT: Intergenerational family dwelling STYLE: Modern Caribbean CONSTRUCTION: Concrete masonry unit short walls, steel joist floor structure & Structural Insulated Panel enclosure. DESCRIPTION This project show cases my ability to detail none traditional construction materials & systems, as well as detail special construction conditions. In this case, a ramp with the required railing system was selected as the special condition and a building section, plus a wall section which serves to illustrate overall knowledge of how a project in this class is put together. This is based on a modern home with many different features, some of which must comply with the Americans with disabilities Act (ADA) codes & regulations. DRAWING CONTENT 1. 2. 3. 4. 5. 6. 7.

Floor plans Building section & Wall section Construction details Enlarged ramp plan & construction details Railing details Stair plans Stair sections & details

DRAWING TITLE

01 A.X.X

DRAWING TITLE Gr ou n d f l o o r & Fi r st fl oo r pla ns

A.1.0

GROUND FLOOR PLAN Scale: 1/8":1'-0"

FIRST FLOOR PLAN Scale: 1/8":1'-0"

Solar hot water heater mounted on slab.

Standing seam roof cladding 6" SIPS roof panel Cast insitu Conc. gutter

04 A.3.2

TOP OF BEAM

02 -

03 A.3.2

BEAM SOFFIT Clerestory awning window WINDOW SILL

ASSIGNMENT 4 PRIVATE RESIDENCE 11/28/2011

N/A

PROJECT DATE

02 A.3.2

ID#

Casted R.C. beam

N/A

FIRST FLOOR LEVEL

LOCATION

6" x 21" T&G timber flooring

COURSE

8" Light gauge steel "C" profile floor joist spaced 16" O.C.

ADVANCED 2D CAD

MAGWALL SIPS panel construction. Typ.

6" Masonry unit construction w/ lateral reinforcement as specified by engineer

SECTION A-A

Pre-existing foundation structure from starter core module.

Grade line

GROUND FLOOR LEVEL 6" R.c. floor slab GROUND LEVEL

Scale: 1/4"=1'-0"

8" Cmu. foundation wall Eccentrically loaded strip foundation footing as specified by engineer.

WALL SECTION Scale: 3/8"=1'-0"

DRAWING TITLE

END WALL SECTION &

TOP OF CONC. WALL

CONSTRUCTION DETAILS

01 A.3.2

S t air s e c t io n A- A & w all s e c t io n

A.3.1

6" MAGWALL SIPS panel w/ bio-based structural foam core & MgO sheathing.

INTERIOR

EXTERIOR

INTERIOR

1 2"

X 12" ENVIROWALL straw board w/ stone lacquer finish.

2x PTP Sole plate anchor bolted w/ bearing flange to conc. masonry wall

6" T&G engineered wood flooring on foam base 3 4"

Magnesium oxide substrate

FIRST FLOOR LEVEL

1 2"

metal c-profile 1" x furring channel

T.O. CMU WALL

8" Light gauge steel C-joist

1 2"

Ă&#x2DC; anchore bolt casted in Conc. filled block core @ 6'-0" apart

Cast in-situ R.C. beam

Galvanized steel angle cleat bolted to R.C. beam

2x PTP top plate anchor bolted w/ bearing flange to R.C. beam soffit.

1 2"

Cement plaster exterior render

1 2"

Gyp. board ceiling fin. w/ paint.

6" Concrete masonry unit construction w/ block cores filled

Scale: 1"=1'-0"

FLOOR STRUCTURE DETAIL Scale: 1"=1'-0"

ADVANCED 2D CAD

MAGWALL CONNECTION DETAIL

COURSE

1'-0" Standing seam sheet metal roof cladding fastened directly to SIP using approved mechanical fasteners. 6" MAGWALL SIPS roof panel w/ bio based structural foam core

Ridge cap flashing

Timber blocking 1"X8" Fascia board EXTERIOR

INTERIOR

2"x blocking w/ 83 gap for sealant as recommended by manufacturer.

1"X8" Fascia board Timber blocking

(2) 2"x10" built up timber ridge beam

EPDM membrane applied to Conc. gutter w/ appropriate bonding adhesive

DRAWING TITLE

1'-0" Standing seam sheet metal roof cladding fastened directly to SIP w/ approved mechanical fasteners.

Cast in-situ R.C. beam WINDOW HEAD

1 2"

Monolithically casted R.C. Gutter and ring beam

PROJECT

T.O. ROOF

DATE

Gutter

Gypsum board finish

Wind-driven rain louver INTERIOR

EXTERIOR

Con s tru c t i o n details

A.3.2

R.C GUTTER DETAIL Scale: 1"=1'-0"

RIDGE CONNECTION DETAIL Scale: 1"=1'-0"

BRUNO cre-2110 electra-ride III stair lift system installed in accordance with manufacturer's shop drawings & specifications.

ADVANCED 2D CAD

03 -

FIRST FLOOR STAIR PLAN

x3 Simpson 1" Ø X 10" carbon steel wedge anchor bolt. GROUND FLOOR

Simpson 1" Ø X 10" carbon steel wedge anchor bolt.

STAIR PLAN DETAIL Scale: 3/4"=1'-0"

Illumitread slip resistant aluminum stair nosing.

1 2"

N/A

ID#

Scale: 3/8"=1'-0"

cement grout joint.

STAIR ANCHORAGE SECTION DETAIL Scale: 1"=1'-0"

DRAWING TITLE

S t air plan s & an c h o r age de t ails DETAILS

Scale: 3/8"=1'-0"

STAIR PLANS & ANCHORAGE

GROUND FLOOR STAR PLAN

LOCATION

ASSIGNMENT 4 PRIVATE RESIDENCE 11/28/2011

+5'-0"

Counter sink filled with cement grout.

PROJECT

DATE

Cast iron man hole cover

N/A

COURSE

-1'-0"

A.4.0

PT-2

Window unit as specified by schedule.

Solid banister of reinforced SIP panel construction.

1 21" Ă&#x2DC; Stainless steel hand rail.

1"x8" Ship lap composite timber siding.

Stair profile beyond.

COURSE

Cast in-situ beam

ADVANCED 2D CAD

PT-2

ASSIGNMENT 4

11/28/2011

10 9

Precast Conc. stair flight &landing 6" Masonry unit construction W/ reinforcement as required.

8 4" Masonry partition wall

7 6

6" Masonry unit construction W/ lateral reinforcement as required by Engnr.

03 A.4.0

4 3 2

DRAWING TITLE

8" Conc. Masonry foundation wall as specified by Structural Engnr.

Stair s ec t i o n s A -A & B- B

A.4.1

STAIR SECTION A-A Scale: 3/8"=1'-0"

STAIR SECTION B-B Scale: 3/8"=1'-0"

STAIRS SECTIONS

PROJECT DATE

02 A.4.2

12" x 24" x 41" Porcelain tile on thin set cement. 5" Pre-cast Conc. landing TOP OF LANDING 1 4"

grout joint.

PT-2

Cast in-situ landing edge support beam w/ 4" bearing nib.

LANDING SUPPORT DETAIL Scale: 1"=1'-0"

Pre-cast upper stair flight & landing.

13 12

12" x 24" x 41" Porcelain tile on thin set cement bed on stair tread, typ. Aluminum slip resistant nosing. See detail 04.

11 PT-2

Louvered window unit as spec in schedule Lower stair profile beyond.

STAIR TREAD & RISER DETAIL Scale: 1"=1'-0"

Illumitread slip resistant aluminum stair nosing. Conc. anchor screw 12" x 24" x 41" Porcelain tile.

STAIR SECTION C-C Scale: 3/8"=1'-0"

ID#

Pre-cast conc. stair flight w/ 5" min waste.

Man hole cover & casting per schedule. 1" Floor screed w/ slip resistant finish & sealed.

N/A

Scale: 1"=1'-0"

N/A

STAIR ANCHOR DETAIL

LOCATION

STAIR NOSING DETAIL Scale: 3"=1'-0"

DRAWING TITLE S t air s e c t io n C - C & s t air de t ails STAIR DETAILS

Cast in-situ RC. conc. beam.

ASSIGNMENT 4 PRIVATE RESIDENCE

11/28/2011

cement grout joint.

STAIR SECTION C-C &

1 2"

04 -

PROJECT

COURSE

Counter sink filled with cement grout. TOP OF LANDING x3 Simpson 1" Ă&#x2DC; X 10" carbon steel wedge anchor bolt.

03 -

ADVANCED 2D CAD

Light gauge C-joist

DATE

Louvered window unit as spec in schedule

A.4.2

2" Ø Stainless steel hand rail INTERIOR SPACE 1 21" Ø Stainless steel lower rail INTERIOR SPACE 2" Ø Stainless steel post

Stainless steel rail support

+ 1'-5" ABOVE 0 LEVEL R.C. Steps w/ brush finish on treads 6" Compacted stoner fill as specified by structural engineer

STAIR DETAIL Scale: 3/4"=1'-0"

1 2"

ENLARGED RAMP PLAN

Rounded nosing. Typ.

Scale: 1/4"=1'-0"

Broom finished tread. Typ.

Scale: 1/8"=1'-0"

NOTES 1. Concrete ramp & step surface are to be broom finished 2. Other vertical surfaces are to be trowel finished 3. All railing pipe angles to be rounded with a radius of 2" 4. All hardware & mechanical fasteners required are to be stainless steel 5. All railing dimensions are from center to center where post & hand rails are concerned.

DRAWING TITLE R a mp s ec t i o n s , e lev a tion & r a i l i ng d e ta ils

A.4.3

STAIR NOSING DETAIL

RAMP SECTION A-A Scale: 1/8"=1'-0"

2" Ø Stainless steel hand rail 1 21" Ø Stainless steel lower rail Stainless steel rail support 2" Ø Stainless steel post Stainless steel cable Cable tensioning & fastening device

SECTION B-B

Scale: 3/8"=1'-0"

TYPICAL RAIL & POST DETAIL Scale: 1/8"=1'-0"

Trowel texture render. 4" Conc. masonry unit construction w/ 21" of cement mortar render

5" R.c. slab w/ thickened edge beam as required by structural engineer. 6" Compacted stone fill

SECTION C-C Scale: 3/8"=1'-0"

DRAWING TITLE R am p s e c t io n s , e le v at io n & r ailin g de t ails

RAMP STREET ELEVATION Scale: 3/8"=1'-0"

A.4.4

THANK YOU FOR YOUR TIME!

DRAWING TITLE

BRADLEY R. THOMPSON: BAAS (1ST CLASS HONS) CONTACT ME: Tel#: 432-8337(H) or 826-5673(M)

Email: leobradleythompson@hotmail.com

www.linkedin.com/pub/bradley-thompson/4b/244/77a/ http://issuu.com/t.h.o.m http://www.corebarbados.org/wp-content/uploads/2012/02/CoRe-Shed-option-1-web.pdf