Portfolio - Architecture . Design by Mylena Oliveira

portfolio 2016-2021

Mylena Oliveira . ARCHITECTURE + DESIGN .

MYLENA OLIVEIRA Experienced Architectural Designer with a passion for quality design and the technical skills to translate big ideas into constructible details. Skilled in 3D modeling, technical drawing, detailing, and rendering. Strong communication, organizational skills, and experience in monitoring the design process from the conceptual phase through construction administration. International experience working independently and collaboratively on all stages of multiple architectural projects.

EDUCATION

PROFESSIONAL EXPERIENCE CONTACT

Oct 2021

ONSITE OFFICE COORDINATOR

2011

Dec 2021

Structural Modeling & Analysis, Kansas City, MO Worked as Onsite Office Coordinator collaborating on the Ford Land Kansas City Assembly Plant Administration Building renovation project overseen by Alberici. Assisted the Project Manager and office Engineer to create RFIs, and communicate project changes with contractors.

2016

Kansas City, MO mylena.lo@gmail.com

SOCIAL

Jan 2021 Current

Online portfolio

Issuu publications

mylenaoliveira.arq

ARCHITECTURAL INTERN Urban Prairie Architectural Collaborative, Kansas City, MO Participated in the design process, development, rendering, detailing, and revision of a number of residential and commercial projects / Collaborated in the technical detailing of The Red Door Woodfired Grill and a number of other commercial and residential projects / Contributed to updating the firm’s website and Instagram account for marketing purposes.

Nov 2017

PROJECT ARCHITECT - Construction Drawings Coordinator

Sep 2021

StudioM4 Arquitetura e Obras EIRELI, Brasília - Brazil Worked in conception, development, technical drawings, detailing, and construction administration of more than 75 small and medium scale residential projects / Helped set up project team software and organizational parameters, and manage standards / Coordinated and supervised construction documentation and trained less experienced members of the team / Participated in meetings with clients and partners.

2014 2015

BACHELOR OF ARCHITECTURE AND URBAN PLANNING Universidade de Brasília / Brasília, DF

EXCHANGE UNDERGRADUATE FULL SCHOLARSHIP IN ARCHITECTURE University of Toronto / Toronto,ON

SKILLS Native Portuguese Advanced English Basic French AutoCAD Revit Sketchup

Sket. Layout Ill-Pho-InD Lumion Enscape Microsoft Office

Bluebeam Revu

AWARDS OR CERTIFICATIONS Honorable Mention (Scientific Initiation - Research) UnB - Dec/2013 Publication of Final Project – Revista Arqui - Jul/2017

TABLE OF CONTENT

1 THE SUMMIT HOUSE DESIGN 2021

2 CEP INTERIOR RENOVATION 2020

3 TOR HOUSE DESIGN 2018

4 TEG INTERIOR RENOVATION 2019

5 GRADUATION PROJECT NORTH LOCAL COMMERCE 2016

6 BANDEIRA 3D WALL TILE 2019

The Summit Architecture Office: Urban Prairie Architectural Collaborative Position: Architectural Intern Year: 2021 City: Kansas City, MO Softwares: Revit

2' - 6" line of roof above

3'-4" side yard setback

Projection Allowed per 88-820-12: Steps no more than 6' above grade C.I.P. concrete stair

14' - 3"

95' - 0"

57' - 0"

23' - 9" rear setback 833

3' - 6" Basement floor slab 832'-0"

830

4" reinforced concrete drive

NORTH

Site Plan 6

I T E CT U R AL

CH AR

2. Concrete: A. All footing concrete shall develop a minimum compressive design strength of 3,500 psi in 28 days, All formed wall concrete and interior flat work shall develop a minimum compressive design strength of 4,000 psi in 28 days. B. Concrete for basement walls, raised structural deck, exterior flatwork shall have a minimum design compressive strength of 4,000 psi in 28 days with 6% +/- 1% air entrainment. C. Contractor shall verify that all concrete inserts, reinforcing and embedded items are correctly located and rigidly secured prior to concrete placement. D. No aluminum items shall be embedded in any concrete.

4. Structural Steel: A. All structural steel beams shall be ASTM A570 grade 50 and all miscellaneous steel shall be ASTM A36 grade steel. Fabrication and erection shall be in accordance with the 9th of the AISC Manual of Steel G Construction, except as follows: B. HSS to be Fy=46 KSI; Round columns to be 35 KSI Min. C. All welding shall conform to the recommendations of the AWS D1.1, with E70XX electrodes. 5. Foundations: A. Spread footings and grade beams are designed to bear on undisturbed soil capable of safely sustaining 2,000 psf. B. Contractor shall provide for dewatering at excavations from either surface water or seepage. C. All concrete in the structural portion retaining the backfill shall have attained its design strength prior to being backfilled.

23. Where continuous insulation is required/provided at the exterior face of foundation walls or footings, provide pre-finished metal flashing/termite shield set in cont. bed of sealant. Place shield under sill plate and over rigid insulation to point below grade. All gypsum board/drywall shall be 1/2" thick, typ. unless noted otherwise. surface water or seepage. 24. Supply ductwork shall be R-8 insulated minimum. e attained its design strength prior to being . New materials and construction move (expand and/or shrink). Make allowances for pansion and/or contraction of the new materials or equipment or building components subject 25. Stairs: maximum riser height = 7 3/4", minimum tread depth = 10". Refer to the movement, particularly where dissimilar materials meet. construction documents for specific stair design criteria. All stair treads shall have 1" nosing typ. ners for load supporting purposes not . Coordinate the work of the different trades. Install the necessary parts, sleeves, recesses e 2018 IRC . 26. Contractor shall provide pre-engineered wood roof truss shop drawings and structural d/or openings in work which receives, contacts or connects to other work installed by other e No. 2 or better, visually graded lumber, with calculations signed & sealed by engineer lisenced in the state of Missouri. ades. The first guy in isn't always right. astic modulus of 1,600,000 psi. ne No. 2. 27. Carbon monoxide detectors shall be providedper IRC section R315 and provide hing plywood joints. interconected smoke alarms per IRC 2018 section R314. Smoke alarms shall be linked gms shall be edge nailed with 8d nails at 6" together so that when one alarm sounds, all sound.

6. Timber and Wood Framing: A. Quality and construction of wood framing members and their fasteners for load supporting purposes not otherwise indicated on the drawings shall be in accordance with the 2018 IRC . B. Joists and rafters to be Douglas Fir-Larch or Southern Yellow Pine No. 2 or better, visually graded lumber, with an allowable fiber stress in bending of 900 psi minimum and an elastic modulus of 1,600,000Fpsi. C. Wall studs to be Hem-fit, Douglas Fir-Larch or Southern Yellow Pine No. 2. D. Bridging of stud bearing walls and shear walls shall be solid, matching plywood joints. E. Plywood or OSB sheathing of shear (braced) walls or roof diaphragms shall be edge nailed with 8d nails at 6" on center and nailed to intermediate framing and/or blocking members with 8d nails at 12" on center unless otherwise noted on the drawings. F. Sill plates to be ACQ or equal with 1 2" Dia.x10" spaced at 32" on center at top of foundation walls and 48"OC, 12" from ends, Unless Noted Otherwise; Anchor bolts to be galvanized, or compatible with treated lumber. G. Joist hangers shall have ICC approval and shall be equal to Simpson Strong Tie as specified in the plans. 7. Laminated veneer lumber to provide a minimum Fb = 2,650 psi and 1.9E, Unless noted otherwise. 8. Structural Design Criteria A. Applicable Code: 2018 International Residential Code (IRC) B. Floor Design Live Loads: · Ground floor, slab on grade: 40 psf · Second Floor 30 psf E C. Snow Loads:

s with 8d nails at 12" on center unless

48"OC, 12" d, or compatible with treated lumber. son Strong Tie as specified in the plans. less noted otherwise.

7 J

The Timms

22. Per 2018 IECC Section 402.4, "the building thermal envelope shall be constructed to limit air leakage"...refer to Section 402.4.1.1 for a list of applicable items. Additionally, "other sources of infiltration" to be sealed shall include, but are not limited to: double 2x wall top plates, 2x wall base plates, and where gyp. bd. sheathing meets 2x top and base plates, typ.

3. Reinforcing Steel: H A. All reinforcing steel shall conform to the requirements of ASTM A615 grade 40 or 60, or A706 (weld-able) grade 60 steel. Welded plain wire fabric shall conform to the requirements of ASTM A185. B. Clear minimum coverage of concrete over reinforcing steel shall be as follows: Concrete placed against earth 3" Formed concrete against earth 2" Slabs 1" Other 2" C. All dowels shall be the same size and spacing as adjoining main bars (splice lap 40 bar diameters or 24" minimum unless noted otherwise). D. At corners of all of grade beams supply corner bars (minimum 2'-6" in each direction or 40 bar diameters) in outside face of wall, matching size and spacing of horizontal bars. Bars marked continuous and all vertical steel shall be lapped 40 bar diameters (24" minimum) at splices and embedments, unless shown otherwise.

The dimensions are typically made from face of stud to face of stud, unless noted herwise. urbed soil capable of safely sustaining 2,000

· Design roof live load: 20 psf

23' - 9"

2' - 6" line of roof above

front setback

rear setback

Zoning R-1.5

833

95' - 0"

57' - 0" 36

834

14' - 3" 37

835

3'-4" side yard setback

Projection Allowed per 88-820-12: Steps no more than 6' above grade C.I.P. concrete stair

23' - 10" rear setback

to remain

COLLABORATIVE, P.C.

I T E CT U R A

not to scale 3230sq.ft

Do not scale drawings. Follow the written dimensions. 1, with E70XX electrodes.

A Document A201, General Conditions of the Contract for Construction. this AIA document kitchen, bar, &/or mechanical equipment. This may be different from the items actually e architect/engineer of any discrepancies, ts out the rights, responsibilities and relationships of the owner, contractor and architect, and provided by the contractor. The sooner shop drawings for proposed items are presented and ding. all be incorporated by this reference into the contractual obligation of the parties noted approved, the less likely something will need to be taken apart. cation of all openings. All conflicts, erein. be called to the attention of the architect or 13. If you have a question or discover conflicting information, please get clarification from he following notes are a partial list of requirements/instructions that are to supplement these the architect. Thank you. quirements of the 2018 International eneral conditions of the contract for construction". Where one is more restrictive, it shall take ed. ecedence. 14. Glazing in areas subject to human impact in hazardous locations shall comply with the uthorized. requirements of section 2406 of the IBC or section 308 of the IRC as applicable. The architect appreciates your experience and perspective. If you have questions or servations please bring them to our attention. In a competitive bidding arrangement, we will 15. Emergency escape and rescue windows shall have a sill height of not more than 44", strength of 3,500 psi in 28 days, All formed ake public all comments or clarifications so that everyone bidding the work is equally with min. height 24", min. width 20" and net clear opening of 5.7 sq. ft. and shall comply with ressive design strength of 4,000 psi in 28 ucated. The last thing we want is the bidder with the least information to be awarded the all other applicable provisions of Section 310 of the IRC. ork. ork shall have a minimum design 16. All exterior walls of this structure shall be continuously sheathed with min. 1/2" APA Means and methods are the perogative of the contractor; the intent of the documents and rated sheathing and nailed per structural calculations provided and anchored with hold e dictated results are not. While we understand there is usually more than one way to skin a downs per braced wall information per structural. bedded items are correctly located and rigidly t, just because that's the way you've always done it may not make it right for this project. et answers to your questions, seek clarification and/or a review of your ideas BEFORE you 17. The exterior sheathing of the house shall have a prefinished fluid-applied vapor ace a bid. Because we respect you and the others who bid this work, once you enter into a impermeable air and mositure barrier, typical. Joints at sheathing shall be taped w/ ntract, we'll hold your feet to the fire. BID IT AND BUILD IT LIKE IT IS SHOWN OR GET manufacturer's self-adhered membrane tape. All foundation walls retaining earth shall LTERNATIVES APPROVED IN WRITING BEFORE YOU MAKE A COMMITMENT. receive a fluid-applied waterproofing membrane, typical. 15 grade 40 or 60, or A706 (weld-able) grade ts of ASTM A185. There is never perfect weather for the entire duration of a project. The corps of engineers 18. Unless specifically stated otherwise, install products and materials per manufacturer's e as follows: blishes "anticipated" days of inclement weather for specific areas of country. That instructions. ormation will be used to gauge contractor's claims of "unanticipated" weather related creases to construction time and/or construction costs 19. Hazardous materials abatement shall be the responsibility of the owner where applicable. Contractor shall notify homeowner if hazardous materials including but not limited Make allowances in the construction time and/or costs for these "anticipated" weather to mold, asbestos, lead paint, etc. are suspected and/or detected. ars (splice lap 40 bar diameters or 24" ated disruptions. This includes but is not limited to protecting the project during inclement eather or making seasonal adjustments to the construction process. Contractors who have 20. Window and door sizes shown are based on Mi Windows and Doors. Glazing U-factor 6" in each direction or 40 bar diameters) in t lived in this part of the Midwest for the past few years need not submit a bid. shall be 0.40 or better. Bars marked continuous and all vertical steel bedments, unless shown otherwise. The work shall be performed by the contractor in accordance with applicable building codes, 21. Exterior decorative millwork and trim to be painted with high density polyurethane, gulations and ordinances. factory primed.

iscellaneous steel shall be ASTM A36 grade The contractor shall be responsible for applicable fees, permits, inspections, testing and/or of the AISC Manual of Steel Construction, enses unless specifically noted otherwise.

asphalt street

Structural Notes:

1. General A. The contractor shall verify dimensions and conditions and notify the architect/engineer of any discrepancies, inconsistencies, or difficulties affecting cost of work before proceeding. B. The contractor shall coordinate all disciplines, verifying size and location of all openings. All conflicts, inconsistencies, or other difficulties affecting structural work shall be called to the attention of the architect or J engineer for direction before proceeding. C. All design and construction for this project shall conform to the requirements of the 2018 International Residential Code (IRC 2018 as required), as adopted and amended. D. These drawings are for this specific project, and no other use is authorized.

CH AR

2 12. The drawings are in part based on the sizes/relationships of anticipated furnishings,

Development of the conceptual design, project approval documentation, and construction drawings for two houses in a residential district in Kansas City.

4515 Summit St 64111

Description: All of th of lot 42 and all of th HILL NO. 2, in Kans

5' - 6" property line 31' - 11"

existing conc. curb and gutter to remain

The Son

T.O. footing elev. = Basement T.O. slab First Floor T.O. subf

Site Plan

1/8" = 1'-0"

COLLABORATIVE, P.C.

1 he execution of this project and acceptance thereof shall be governed by the criteria stated in

4511 Summit St 64111

eneral Notes:

min. lot width: front setback: rear setback: side setback: height: concrete coverage at rear yard:

align

830

95' - 0"

Zoning R-1.5 min lot area:

829

83 1

832

833

3' - 6"

5' - 6"

1' - 0" 834

48' - 9"

2' - 6" line of roof abobe

835

83 6

14' - 4"

3' - 4" side yard setback

remove existing curb cut and adjacent sidewalk. Replace w/ new concrete curb and concrete sidewalk

Match existing concrete curb and gutter elevations ea. end.

13' - 0"

830

831

21' - 9"

property line

remove curb

balcony above

4515 Summit

16' - 4"

9 5/8"

837

Existing power pole to remain

n. mi 0" 3'-

82 9

31' - 11"

27' - 0"

34' - 0"

Line of balcony roof eave (above)

18' - 6"

7' - 0" 7T @ 12"

34' - 0"

First floor subfloor 841'-7 1/2"

10' - 0"

1' - 0"

7' - 4"

832

12' - 2"

4' - 2" 8' - 1"

Summit Street (50' Public R/W)

new concrete sidewalk

831

property line

Headwood Drive (50' Public R/W)

834

835

837

838

836

front setback

The two designs are similar in layout and functions but differ in the exterior design, roof, and finishings.

I was responsible for modeling in Revit both projects, produce the technical drawings and details with supervision. I also collaborated on small design decisions and revised the project and documentation for approval.

A03 A03 4

A03 A03

27' - 0" 27' - 0" 17' - 3" 17' - 3"

3' - 10"

6' - 0"

awning 26"x26"

9' - 10"

3' - 6"

single-hung 36"x48"

6' - 7"

single-hung 36"x48"

beams beams in the 1st in the floor1st aligned floor aligned with with the basement the basement plan beams plan beams (typical)(typical)

3' - 5"

A03 A03

1 1

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

Basement/Foundation Plan Plan T OBasement/Foundation TFO F

Property Property line line

A03 A03

2 2

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

1st Floor 1st Floor

3 3 A05 A05 Property Property line line

Property line

1 1 A04 A04

1st Floor Plan AREAS AREAS

18' - 0" 18' - 0" 27' - 0" 27' - 0"

Property line

not to scale

UP UP 9' - 0" 9' - 0"

Property line

Basement/ Foundation Plan

Property line

floor porch to prov. steps

floor porch7'to- 5" prov. steps field verify height between

Property line

steps 8'-0" steps wide 8'-0" w/o wide w/o stone top stone trimtop trim

slope top slope of wall top to of follow wall to follow nose ofnose stair of treads stair treads

3" projection 3" projection typical typical

decorative decorative 36" ht. 36" ht. metal guard metalrail guard rail

27' - 0" 27' - 0"

1 1 A04 A04

6' - 0"

CONC.CONC. PORCHPORCH 27'-6"x6'-2 27'-6"x6'-2 1/4" 1/4"

1 1 A05 A05

6' - 0"

slab slope of 1/8"/1'

10 10 A04 A04

awning 40"x18"

6' - 6 1/2"

9' - 1"

fixed fixed Double Double Doors Active-Passive Doors Active-Passive fixed fixed 30"x86"30"x86" 4'-11 1/4"x7'-2" 4'-11 1/4"x7'-2"30"x86"30"x86" 9' - 0" 9' - 0" 9' - 0" 9' - 0"

4' - 2" 4' - 2"

18' - 2 1/2" 18' - 2 1/2"

48' - 9"

slab slope of 1/8"/1'

2" 4' - 10" 4' - 10"

Full Bearing Full Bearing Stud Pack Stud Pack

built-in built-in cabinetscabinets

6' - 11"

awning 6' 26"x26" - 11"

awning 26"x26"

8' - 3"

8x8 cedar 8x8post cedar post

8' - 9 1/2" 8' - 9 1/2"

42' - 6"

9' - 6"

42' 9' - -6"6"

3' - 6" 12' - 0" 6' - 7"

15' - 4"

48' - 9"

ReduceReduce openingopening to as small to asassmall possible. as possible. Contractor/framer Contractor/framer to coordinate to coordinate exact size exact of size of openingopening with HVAC with duct HVAC size duct andsize orientation. and orientation.

Full Bearing Full Bearing Stud Pack Stud Pack

decorative decorative 36" ht. 36" ht. paintedpainted wood guard woodrail guard rail

12' - 1"

built-in built-in cabinetscabinets

3 A03 A03

awning 40"x18"

LIVINGLIVING ROOM ROOM 21'-0"x18'-1" 21'-0"x18'-1"

4' - 0" 4' - 0" awning 40"x18"

2' - 0"

-5 -6

6' - 6 1/2"

5' - 10"

2' - 0"

-9

1-hour fire-resistance 1-hour fire-resistance rated wall rated wall (exposure (exposure from both from sides) both sides)

3' - 11" 3' - 11" 6' - 6 1/2" 12' - 0"

-8

-9

13' - 11"13' - 11"

12' - 0"

-8

5' - 10"

-7

12' - 0"

3' - 3"

30"x84"

30"x84" -7

12' - 6"

18' - 4"

5' - 6"

4' - 6"

4' - 6" 4' - 1"

REF.

ovens

5' - 9 1/2"

awning 5'26"x26" - 9 1/2"

awning 26"x26"

unexcavated/compacted unexcavated/compacted gravel fill gravel fill

5' - 8"

REF.

12' - 10"

12' - 10" 40' - 6"

40' - 6" 48' - 9"

3' - 11"

2' - 0"

-4

30"x80"30"x80"

Full Bearing Full Bearing Stud Pack Stud Pack

wrap column wrap column with with paintedpainted wood trim wood trim

18' - 4" 18' - 4" 5' - 8"

-2

COATSCOATS 1'-11 1/2"x3'-5" 1'-11 1/2"x3'-5"

28"x80"28"x80"

fixed fixedSingle Door Single Doorfixed fixed 10"x86"10"x86" 10"x86"10"x86" 36"x86"36"x86"

8' - 8" 8' - 8" 7' - 8"

-2

DININGDINING ROOM ROOM 13'-3"x8'-11 13'-3"x8'-11 1/2" 1/2"

1 1 UP 17R UP 17R

1 1 A05 A05

7' - 8"

OFFICEOFFICE 7'-4 1/2"x5'-11" 7'-4 1/2"x5'-11"

3' - 11"

5/8" Type-X 5/8" Type-X gyp. board gyp. board ceiling through ceiling through basement basement

ovens

28' - 6" 48' - 6"

18' - 4"

4' - 4"

5' - 0"

CONDITIONED CONDITIONED BASEMENT BASEMENT 25'-0"x17'-4" 25'-0"x17'-4"

-1 -3

BP.

8' - 3"

7' - 5"

7' - 3"

BP.

14' - 4"

12' - 4"

BP.

-1 -3

handrailhandrail

1/2 BATH 1/2 BATH 5'-3 1/2"x5'-1 5'-3 1/2"x5'-1 1/2" 1/2"

-4 5' - 2" 5' --52" -6

5' - 0" 5' - 0"

5' - 10" 5' - 10"

28"x80"28"x80"

Full Bearing Full Bearing Stud Pack Stud Pack

12' - 0"

-13

5/8" drywall 5/8" drywall enclosure enclosure @ soffit@above soffitas above as requiredrequired to separate to separate HVAC ducts HVACfrom ducts garage. from garage. ReduceReduce openingopening to as small to asassmall possible. as possible. Contractor/framer Contractor/framer to coordinate to coordinate exact size exact of size of openingopening with HVAC with duct HVAC size duct andsize orientation. and orientation.

furnacefurnace

12' - 0"

-13

H2O

floor floor drain drain

"future""future" walls forwalls for bath & mech. bath & closet mech. closet

-14 -14 UP 16RUP-15 16R -15

2' - 0" 2' - 0"

9' - 5"

-12

H2O

9' - 5"

-11

-12

8' - 0" 8' - 0"

9' - 5"

-11

16' - 10"

-9 -10

9' - 5"

-8

-9

5' - 0" 5' - 0"

20min rated 20min rated

7' - 5"

-8

-10

8' - 10" 8' - 10" 5' - 0"

-7

16' - 10"

-6

-7

12'-6"

12'-6" 15T@10"

15T@10"

-5

-6

projection projection of ductsofabove ducts above

A03 A032

48' - 9"

-4 32"x80"32"x80"

48' - 6"

-3

-4

BP.

3 A03 A03

42' - 10"

-2

-3

42' - 10"

-2

BP.

4' - 2"

-1

4' - 2"

-1

5' - 2" 5' --52"

28' - 6"

12' - 0"

garage slab slope of 2% or 1/4"/1'

24' - 0"

19' - 10"

24' - 0" 19' - 10"

28' - 6"

28' - 6" 40' - 10"

48' - 6"

BP.

12' - 4"

PANTRY PANTRY 5'-3 1/2"x5'-0" 5'-3 1/2"x5'-0"

6' - 1 1/2" 6' - 1 1/2"

2x6@16"o.c. 2x6@16"o.c.

1-hour fire-resistance 1-hour fire-resistance rated wall rated wall (exposure (exposure from both from sides) both sides)

GARAGE GARAGE 25'-0"x22'-11 25'-0"x22'-11 1/2 1/2

2x6@16"o.c. 2x6@16"o.c.

2' - 0" 2' - 0"

7' - 5" field verify height between

48' - 6"

7' - 8"

A03 A032

40' - 10"

8' - 7 1/2" 8' - 7 1/2"

D.W. D.W.

BP. Full Bearing Full Bearing Stud Pack Stud Pack

5/8" Type-X 5/8" Type-X gyp. board gyp. board ceiling through ceiling through garage garage

KITCHEN KITCHEN 20'-4"x14'-5 20'-4"x14'-5 1/2" 1/2"

4' - 1"

2 BP.

3' - 10" 3' - 10"

15' - 3 1/2"

BP.

14' - 4"

1 BP.

single-hung 15' - 3 1/2" 24"x42"

single-hung 24"x42"

27' - 0" 27' - 0"

30"x80"30"x80"

Cooktop Cooktop

2' - 7" 2' - 7"

2-Panel2-Panel sliding door sliding door 70 7/8"x84" 70 7/8"x84"

9' - 5"

5' - 5"

min 4" perforated min 4" perforated PVC drain PVCtiledrain tile coveredcovered with washed with washed gravel or gravel or crushedcrushed rock all rock wrapped all wrapped with with 8oz filter8oz fabric filterdrain fabrictodrain daylight to daylight

9' - 5"

garage garage door door 16"x8" 16"x8"

single-hung single-hung 24"x42"24"x42"

4' - 0"

single-hung single-hung 24"x42"24"x42"

9' - 5"

2' - 0" 2' - 0"

2' - 7"

8' - 2" 8' - 2"

Single Door Single Door 32"x80"32"x80"

DECK DECK 17'x3'-11 17'x3'-11 1/2" 1/2"

2' - 0" 2' - 0"

13' - 2" 13' - 2"

2' - 7"

23' - 0" 23' - 0"

2' - 0" 2' 1' - 0"- 8" 1' - 8"

9' - 9" 9' - 9"

4' - 0"

27' - 0" 27' - 0" 2' - 0" 2' - 0"

1' - 6 1/2" 1' - 6 1/2"

7' - 3" 7' - 3"

7' - 8"

5' - 8" 5' - 8"

7' - 8"

4' - 4" 4' - 4"

6' - 6 1/2" 9' - 1"

balconybalcony above above

12' - 1"

8 8 A04 A04

ProvideProvide Full Height Full Concrete Height Concrete Panel For Panel Bracing For Bracing

8' - 2 1/2" 8' - 2 1/2"

GARAGE GARAGE PLANPLAN LEVEL: LEVEL: 1112.00 1112.00 SF SF 1ST FLOOR 1ST FLOOR PLAN:PLAN: 1061.00 1061.00 SF SF 2ND FLOOR 2ND FLOOR PLAN:PLAN: 1091.50 1091.50 SF SF

TOTAL: 3264.50 3264.50 SF SF notTOTAL: to scale

Ridge

Re: Structural

2x10 rafters @ 24" o.c. (spray foam insulation @ all vaulted ceilings)

Re: Structural

pre-engineered truss @ 24" o.c. (blown batt insulation @ all 8'-0" ht. ceilings and R-19 batts @ unprotected/vertical surfaces)

Re: Structural

2x10 rafters @ 24" o.c. (spray foam insulation @ all vaulted ceilings)

8'-0" PL

2x10 rafters @ 24" o.c. (spray foam insulation @ all vaulted ceilings)

Re: Structural

2' - 0"

Gutter

8"8" / 12" / 12"

Gutter

8" / 12"

2'-0" rake extension 2'-0" rake extension typical at gable ends typical at gable ends

Property line Property line

not to scale

FSD= 2' - 0"

Roof Plan

FSD= 2' - 0"

FSD= 5' - 0"

FSD= 2' - 0"

Property line

2nd Floor Plan

Property line

3 A05

A03

8" / 12"

8'-0" PL

Gutter

1' - 0"

3 A05

8" / 12" 8" / 12"

Gutter

8" / 12"

18' - 0"

8" / 12"

2' - 6"

vault CLG.

8'-0" PL

1 A05

27' - 0"

1 A04

vault CLG.

Ridge

9 A04

cantilever floor truss cantilever floor truss Re: Structural Re: Structural

3' - 0"

vault CLG.

2' - 0" 2' - 0"

1 A05

pre-engineered truss @ 24" o.c. (blown batt insulation @ all 8'-0" ht. ceilings and R-19 batts @ unprotected/vertical surfaces) Re: Structural

6" / 12"

2' - 6"

Gutter

8" / 12"

18' - 0"

not to scale

Property line Property line

3 2nd Floor2nd Floor 3

2' - 6"

8'-0" PL

vault CLG. 8:12

3' - 0"6' - 0"

1' - 11 1/4"

6" / 12"

2' - 6"

2' - 0"

vault CLG. 8:12

face of 2x6 stud below

pre-engineered girder pre-engineered truss girder truss

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

6" / 12"

9' - 11"

42' - 6" Full Bearing Stud Pack

9 A04

7' - 2"

vault CLG. 8:12

face of 2x6 stud below

Gutter

bench

5' - 8"

Ridge

Gutter

3' -5'4"- 8"

casement-double casement-double awning awning 72"x72" 72"x72" 6' - 0" 6' - 0" 6' - 0"3' - 0"

3' - 0"

A03

6" / 12"

single-hung 36"x48"

9' - 11"

42' - 6"

Ridge

9' - 5"

4' - 4"

A03

Gutter

Property line

1 A04

A03

Gutter

9' - 0"

upper cabinets

Property line

9' - 0"

upper cabinets

Property line

9' - 0"

8" / 12"

Ridge

3' - 4"

7' - 2"

9' - 0"

16' - 0"

vault CLG. 6:12

2' - 7" 3' - 6" 4' - 11 1/2"

face of 2x6 stud below

Reduce opening toReduce as small opening as possible. to as small as possible. Contractor/framerContractor/framer to coordinate exact to size coordinate of exact size of opening with HVAC opening duct size withand HVAC orientation. duct size and orientation.

MASTER BEDROOM MASTER BEDROOM 17'-4"x13"-11 1/2"17'-4"x13"-11 1/2" vault CLG. 8:12 30"x80"

8" /8" 12" / 12"

1-hour fire-resistance 1-hour rated fire-resistance rated projection (underside) projection (underside)

vault CLG.

30"x80"

8'-0" PL

8" / 12"

10' - 6 1/2"

10' - 6 1/2" vault CLG. 6:12

2' - 7"

2' - 0"

D. W.

8'-0" ht. CLG.

27' - 0"

Property line

W.I.C 8'-7 1/2"x7'-4" 8'-0" ht. CLG.

Gutter

pre-engineered girder pre-engineered truss girder truss

face of 2x6 stud below

Full Bearing Stud Pack

11' - 0"

W.I.C 8'-7 1/2"x7'-4" 8'-0" ht. CLG.

5' - 8"

LAUNDRY ROOMLAUNDRY ROOM 5'-3 1/2"x8'-1" 5'-3 1/2"x8'-1" 8'-0" ht. CLG. 8'-0" ht. CLG.

28"x80"

5 4 8'-0"3ht. CLG. Down 16R

8'-0" PL 8" / 12"

awning 40"x18"

4' - 0"

cricket @ porch roof cricket @ porch roof

3' - 6"

MASTER BATH MASTER BATH 17'-4"x5'-5" 17'-4"x5'-5" 8'-0" ht. CLG. 8'-0" ht. CLG. 8' - 10" 8' - 10"

28"x80" 30"x80"

7 30"x80" 6

8" / 12"

3' - 11 1/2" awning 26"x26" 1' - 11 1/2"

Down 16R

30"x80"

5' - 8"

2x6@ 16"o.c.

8' - 0 1/2"

4 3

30"x80"

9' - 5"

9 5' - 2" 4' - 0" 8

8'-0" PL / 12" 8" 8" / 12"

Gutter

Full Bearing Stud Pack

casement 72"x56"

9 8

BATH 11'-8"x5' 8'-0" ht. CLG.

4' - 7"

Gutter

1-hour fire-resistance 1-hour rated fire-resistance wall rated wall (exposure from both (exposure sides) from both sides)

4' - 4"

Full Bearing Stud Pack

11' - 0"

12' - 2"

4' - 11 1/2"

Gutter

1-hour fire-resistance 1-hour rated fire-resistance rated projection (underside) projection (underside)

8' - 9" 72"x78"

28"x80"

4' - 7"

13' - 1"

3' - 11 1/2"

4' - 10"

16 2x6@ 15 16"o.c.

13' - 1"

fixed 26"x26" fixed 26"x26" fixed 26"x26"

40' - 6 1/2"

fixed 3' - 5" fixed 3' - 5" fixed 26"x26" 26"x26" 26"x26"

1' - 11 1/2"

28"x80"

8'-0" PL 8" / 12"

30"x80"

HALL 8'-0" ht. CLG. 12' - 2"

Gutter

vault CLG. 8:12

8'-0" ht. CLG.

30"x80" 30"x80"

BATH 11'-8"x5' 8'-0" ht. CLG.

8' - 0 1/2"

handrail

5' - 2"

36"x84"

awning 26"x26"

handrail

HALL 8'-0" ht. CLG. 4' - 2"

5' - 0" 4' - 2"

Gutter

cantilever floor truss cantilever floor truss Re: Structural Re: Structural

8' - 9"

2' - 0"

CLOSET 4'-4"x1'-4"

10' - 2"

Full Bearing Stud Pack

10' - 2"

Full Bearing Stud Pack

42' - 6"

40' - 6 1/2"

3' - 5" 3' - 5"

42' - 6"

decorative 36" ht. decorative 36" ht. painted wood guard painted rail wood guard rail

4' - 9"

8'-0"8'-0" ht. CLG. ht. CLG.

30"x80"

1' - 5 1/2"

CLOSET 4'-4"x1'-4"

4' - 9"

72"x78" 8'-0" ht. CLG.

36"x84"

A03

vault CLG. vault CLG. 8:128:12

72"x78"

5' - 0"

4' - 9"

24"x80"

72"x78"

Full Bearing Stud Pack

4' - 9"

3' - 0"

BEDROOM #3 BEDROOM #3 12'-11 3/4"x13'-1112'-11 1/2" 3/4"x13'-11 1/2"

vault CLG. 6:12

8' - 9"

3' - 0"

3' - 0" 9"

bench

8' - 9"

fire-resistance 1-hour rated fire-resistance wall rated wall xposure from both (exposure sides) from both sides)

A03

vault CLG. 6:12 14' - 7 1/2"

19' - 7"

19' - 7" Full Bearing Stud Pack

vault CLG. 8:12

BEDROOM #2 BEDROOM #2 12'-11 3/4"x13'-1112'-11 1/2" 3/4"x13'-11 1/2"

3' - 0"

casement 72"x56"

1' - 6"

1' - 6" vaultCLG. CLG. vault 8:12 8:12

14' - 7 1/2"

vault CLG. 8:12

7' - 6" 3' - 9"

Ridge

7' - 6" casement 72"x56"

1' - 11 1/4"

13' - 6"

Ridge

6' - 0"

13' - 6" casement 72"x56"

single-hung 36"x48"

3' - 9" casement 72"x56"

1' - 6"

27' - 0"

6' - 0"

awning 40"x18"

3' - 9" 0"

27' - 0" 7' - 6"

casement 72"x56"

3' - 0"

7' - 6"

1' - 6"

3' - 0"

A03

24"x80"

3' - 0"

A03

4 Roof PlanRoof Plan

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

1-hour fire-resistance rated wall (exposure from both sides) LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

2' - 0"

6"x12" cedar corbels typical 12"

2' - 0"

12" 8"

TOP 7

cricket @ porch roof

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

8' - 0"

6' - 8"

8' - 0"

casement-double awning 72"x72"

fixed 26"x26"

12"

13 H

1-hour fire-resistance rated wall (exposure from both sides) LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

12"

awning 26"x26"

fixed 26"x26"

1' - 0" 2' - 0"

1' - 0"

T.O.P

12" 12"

12" cedar brackets

8" 8"

T.O.P

6' - 8"

awning 26"x26"

1' - 0"

2 fixed 10"x86"

Double Doors Active-Passive 4'-11 1/4"x7'-2"

fixed 30"x86"

single-hung 24"x42"

TOF

awning 26"x26"

36"h metal guardrail

Front Elevation

1' - 0" 12"

12"

1/4" = 1'-0"

Front Elevation

IRC 2018 Table R302.1(1) - openings in wall = 25% max. of wall area at 3ft. Total wall area _____________ 1271.35 SF Total unprotected Openings ___31.94 SF Total percentage ____________2.51% of wall area

awning 26"x26"

3' - 0"

9' - 1 1/8"

Single Door 36"x80"

1st Floor T.O.W

Left Elevation

2" stone cap at front stair

fixed 26"x26"

11 1/2"8' - 0"

6' - 8"

2nd Floor

fixed 30"x86"

8x8 cedar post

fixed 26"x26"

12" cedar brackets

11 1/2"

1st Floor T.O.W

12"

2" stone cap at front stair 1' - 0"

2 fixed 10"x10 1/2" and 1 fixed 36"x10 1/2"

TOF

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

1' - 0" E

Left Elevation

gable and louver vent w/ insect screen behind

1/4" = 1'-0"

not to scale

9' - 0"

12"

TTOOFP

1' - 0"

1/4" = 1'-0"

1-hour fire-resistance rated wall (exposure from both sides)

2nd Floor

1' - 4 3/4"

T.O.P

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

Smartside Lap siding with 6-7/8' LeftLP Elevation exp. and cedar wood grain finish

2nd Floor

T.O.P

1' - 0"

casement 72"x56" egress

12" cedar bracket

gable and louver vent w/ insect screen behind

2' - 2"

12" 6"

casement 72"x56" egress

8' - 0"

single-hung 36"x48" 12"

1' - 4 3/4"

Front Elevation

1/4" = 1'-0"

12" cedar bracket

awning 40"x18"

casement 72"x56" egress

6' - 8"

8' - 0"

TOP

TOF

3' - 0"

9' - 0"

not to scale

7' - 0"

fixed 26"x26"

36"h metal guardrail casement-double awning 72"x72"

awning 26"x26"

9' - 0" 1' - 4 3/4"

T.O.P

awning 26"x26"

9' - 1 1/8"

9' - 1 1/8" F

9' - 0" 1' - 4 3/4"

2nd Floor

single-hung 24"x42"

TOP

8x8 cedar post

11 1/2"8' - 0"

2 fixed 10"x86"

7' - 0"

Single Door 36"x80"

TOP

2' - 0"

fixed 30"x86"

9' - 1 1/8"

2 fixed 10"x10 1/2" and 1 fixed 36"x10 1/2"

1st Floor cricket @ porch roof T.O.W

Double Doors Active-Passive 4'-11 1/4"x7'-2"

fixed 30"x86"

2' - 0"

2nd Floor

1' - 4 3/4"

6"x12" cedar corbels typical

11 1/2"

T.O.P

1' - 4 3/4"

2nd Floor

4515 Summit St 64111 COLLABORATIVE, P.C.

4515 Summit St 64111

1' - 0"

I T E CT U R AL

CH AR

1' - 0"

6' - 8"

2' - 0"

TOP 1 H

CH AR

I T E CT U R AL

12"

12" 6"

COLLABORATIVE, P.C.

1' - 0"

The Son

1' - 0"

The Son

C 12"

awning 40"x18"

awning 26"x26"

3' - 0"

single-hung 36"x48"

TOF

36"h metal guardrail

Right Elevation

bevel top of treated 2x10's framing to drain

7' - 0"

9' - 1 1/8"

architectural

1st Floor T.O.W 1/4" = 1'-0"

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

4523 Mercier Street Kansas City, Missouri 64111 p 816.304.7416 pminto@urbanprairiekc.com Missouri Certificate of Authority: # PROJECT NUMBER: ISSUE DATE:

garage door 16'-0"x8'-0"

2-Panel sliding door 70"x84"

painted metal single door 32"x96" single-hung 24"x42"

single-hung 24"x42"

REVISIONS

architectural Exterior Elevations

B 11

DATE

URBAN PRAIRIE ARCHITECTURAL COLLABORATIVE, P.C.

A03

garage door 16'-0"x8'-0"

9' - 0" 3' - 0"

IRC 2018 Table R302.1(1) - openings in wall = 25% max. of wall area at 3ft. Total wall area _____________ 1300.00 SF Total unprotected Openings ___65.87 SF Total percentage ____________5.07% of wall area

TOF

Right Elevation

1/4" = 1'-0"

not to scale

Rear Elevation

1/4" = 1'-0" 4

DATE

TOF A

00000 01 January 2013

REVISIONS

painted metal single door 32"x96"

00000 01 January 2013

Rear Elevation 10

URBAN PRAIRIE ARCHITECTURAL COLLABORATIVE, P.C.

36"h metal guardrail

11 1/2"

1st Floor T.O.W 1/4" = 1'-0"

casement 72"x56" egress

7' - 0"

T.O.P IRC 2018 Table R302.1(1) - openings in wall = 25% max. of wall area at 3ft. Total wall area _____________ 1300.00 SF awning Total unprotected Openings ___65.8740"x18" SF Total percentage ____________5.07% of wall area 36"h metal guardrail

7' - 0"

TOF

2nd Floor

12" cedar bracket

9' - 1 1/8"

T.O.P

9' - 0" 1' - 4 3/4"

2nd Floor

1st Floor T.O.W

single-hung 24"x42"

2' - 2"

6' - 8"

1-hour fire-resistance rated wall (exposure from both sides) LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish bevel top of treated 2x10's framing to drain

single-hung 24"x42"

casement 72"x56" egress

11 1/2"8' - 0"

36"h metal guardrail

9' - 0" 1' - 4 3/4"

11 1/2"8' - 0"

1st Floor T.O.W

TOP 12" cedar bracket

single-hung 36"x48"

2-Panel sliding door 70"x84"

9' - 1 1/8"

awning 40"x18"

casement 72"x56" egress

11 1/2"

36"h metal guardrail

awning 26"x26"

single-hung 36"x48"

9' - 0"

C:\Users\moliveira\Documents\Tim Wahl_The Jefferson_Central_adsklic05.rvt C:\Users\moliveira\Documents\Tim Wahl_The Jefferson_Central_adsklic05.rvt

awning 40"x18"

7' - 0"

TOP

9' - 1 1/8"

awning 40"x18"

not to scale

Exterior Elevations

A03

1/2' gyp. board soffit

7 1/4"

" -0

1x6 smart trim fascia - typical

2' - 1 1/4"

8' - 3"

7 1/4"

FSD= 5' - 0" atic insulation R=49

2x6 @ 16" o.c. with min. 5 1/2" glass fiber or mineral wool batt insulation R-20

FSD= 5' - 0" FSD= 2' - 0"

FSD= 5' - 0" FSD= 3' - 0"

vault ceiling to 13'-9"

1' - 0"

Property line

foamed in place insulation

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish with Tyvek air barrier over 7/16" O.S.B sheathing.

Eave detail-entry porch

1/2" = 1'-0"

5/8" gyp. board

3/4x6 smart trim frieze board typical

FSD= 2' - 0"

2x6 double top plate wood studs

gutter 5"x5"

8x8 cedar post

cedar bracket cut from 8x12

1' - 0"

A05 ventilated soffit (non-rated)

Property line G

1" = 1'-0" H 1-Hour CFR @ soffit (from bottom): 2x4 wood studs @16" o.c. = 20min. 5/8" Type-X gyp. board = 40min Total = 60min required rating.

backfill

4' - 5 1/4"

2x12 stringer B

garage door 1' - 0"

8R @ 6.6'

1st Floor T.O.W

11 1/2"

FSD= 3' - 0" 3/4" riser

Foundation drainage mat

Column base detail

A04

1" = 1'-0" door trim drop threshold

W10x30

2x8 treated studs

1" tread with 1" nosing 3/4" plywood T&G subfloor

6 A04

1 1/2" = 1'-0"

3/4" riser

insulation

G new 4" concrete sidewalk 13

vault ceiling

12" 6"

16"x36" concrete footing 1 1/2"subfloor vent chute 3/4" plywood T&G at each rafter bay 2x10 at 16 o.c.

-2 Column base detail

T.O.P

1st Floor

treated 2x10

3' - 2"

1/2" gyp. board CLG.

T.O.W gutter 5"x5" 1/2" notch 17 1x6 smart trim 16Fluid-applied foundation E fascia - typical 15 damp proofing 14 3/4x6 smart trim 13 8" conc. wall frieze board foundation typical 12

2x6 double top 5/8" Type-X gyp. board plate wood studs ceiling through garage

W10x22

front porch slab

T.O.W

treated sill plate

5/8" gyp.atboard R-13 cavity insulation the cantilever truss interior of basement wall 2x6 @ 16" o.c. with min. 5 1/2" glass fiber or mineral wool batt insulation R-20

3/4" plywood T&G 1" =subfloor 1'-0" 8

insulation R-49 floor insulationatic R-19

11 1/2"

1" = 1'-0"

3/4" riser 8" conc. foundation wall

-7

-6

-5

-4

-3

-2

-1

1" = 1'-0" 7

garage door

drop threshold

door trim

W10x30

2x8 treated studs

1st Floor

drop

floor insulation R-19

1" tread with 1" nosing 3/4" plywood T&G subfloor

The Son

CH AR

COLLABORATIVE, P.C.

8" conc. foundation wall

Footing detail

R-13 cavity insulation at the interior of basement wall

2x8 treated studs

4515 Summit St REVISIONS

Exte

min 4" perforated PVC drain tile covered with washed13gravel or crushed rock all wrapped with 8" conc. foundation wall 8oz filter fabric drain to daylight

c Cop

2x4 treated studs

decorative 36" ht. metal guard rail

3 A04

2x10 at 16 o.c.

Stair detail-1stT.O.W floor

I T E CT U R AL

8" 4"

11 1/2"

TOF

garage slab slope of 2% or 1/4"/1'

R-13 cavity insulation at the interior of basement wall 1/2" gypsum board on garage side of wall

treated 2x10

1/2" = 1'-0"

4" conc. slab at front porch 8 Garage door jamb detail Wall section (1-hour rated on either side) 1" = 1'-0"

Constructive details treated sill plate

5/8" Type-X gyp. board ceiling through garage

ventilated soffit (non-rated)

PROJECT NUMBER ISSUE DATE:

sloped 4" concrete slab

Foundation drainage mat clean gravel

door trim

4523 Mercier S Kansas City, M p 816.304.7416 pminto@urbanp

Missouri Certific

2" rigid insulation Fluid-applied foundation 16"x36" damp proofing concrete footing

1" =threshold 1'-0"

4" concrete slab over 4" clean gravel and 15 Mil Underslab Vapor Barrier

backfill

fixed 30"x86"

3/4" plywood T&G subfloor W10x30 beam

1" = 1'-0"

frontT porch slab OF

header

2x10 double header

1st Floor

12" cedar brackets

garage door

R-13 cavity insulation at the interior of basement garagewall slab slope of 2% or 1/4"/1'

cantilever floor truss 1'-0"

1" = 1'-0"

Stair detail-basement/1st floor 3/4" riser 1 2x12 stringer

drop threshold exterior concrete driveway

URBAN PRAIR COLLABORAT

floor insulation R-19

intern insulated wall 5/8" Type-X gyp. board 2x treated sill plate with 1/2" ceiling through garage casing DIAx10" anchor bolts at 36" OC 7" embedment) treated sill plate(min garage door

door trim beyond

1/2" gypsum board on garage side of wall 1' - 0"

and 2x10 double header

5/8" Type-X gyp. board H through garage ceiling

5/8" Type-X gyp. board ceiling through garage C

2x4 double plate 1/2" gypsum board interior wall floor insulationadjustable stringer galvanized R-19 at truss connector between stringer

1" = 1'-0"2x12 stringer

J with 1" nosing 1" tread

L 2x10 double header

2nd Floor -1

5/8" Type-X gyp. board ceiling through garage

batt insulation R-20 thickened slab wood grain smart continuous flexiblesoffit membrane panels flashing

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish with Tyvek air barrier over 7/16" O.S.B sheathing.

8' - 0"

4" clean gravel

ventilated soffit (non-rated) 2 1-hour rated soffit and wall foamed in place

Fluid-applied 2x10foundation at 16 o.c. damp proofing 5/8" Type-X gyp. board 8"ceiling conc. foundation wall through garage

The Son

L 1st Floor

architectura

floor insulation R-19 3/4" plywood T&G subfloor

treated 2x10

2x6 @ 16" o.c. with min. 5 1/2" glass fiber or mineral wool batt insulation R-20 4" 4" 5/8" gyp. board

1/2" notch

3/4" plywood T&G subfloor 16" Pre-engineered Floor Trusses @ 16 o.c.

8" conc. foundation wall

roof trusses @ 24" O.C.

T.O.W

Garage door jamb detail

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish with Tyvek air barrier over 7/16" O.S.B sheathing.

1st Floor

7/16" FlameBlock 1E O.S.B sheathing 2" thin stone veneer

W10x30

4" conc. slab at front porch slope of 1/8"/1' 3/4" plywood T&G subfloor 1" tread with 1" nosing

1/2" gypsum on Intertek Designboard No.LPB/WPPS 60-01 / garage side (on of wall 1-Hour Rated both sides): 1A- 2x6 wood studs @ 16" o.c. 1B- Type X 5/8" thick UL classified gypsum C board 1C- 5 1/2" glass fiber or mineral wool batt insulation R-20 3/4" plywood T&G 1E- subfloor 7/16" FlameBlock O.S.B sheathing 2E- LP Smartside Lap siding with 6-7/8' exp. and 2x10 at 16 o.c. cedar wood grain finish with Tyvek F air barrier over wall sheathing

1" = 1'-0"

continuous flexible membrane flashing

2x4 treated studs

window trim R-13 cavity insulation at the interior of basement wall

garage slab slope of 2% or 1/4"/1'

3 A04

batt insulation R-20

4" conc. slab at front porch slope of 1/8"/1' D

2"LPstone cap at Lap frontsiding stair with 6-7/8' Smartside exp. and cedar wood grain finish with 2E 3"x6" projection - typical 3" Tyvek air barrier over wall sheathing

5 1/2" glass fiber or mineral wool batt insulation R-20

Stair detail-1st floor

T.O.W

2x6 wood studs @ 16" o.c.

8" conc. foundation wall

6"x12" cedar corbels typical

Typesiding X 5/8" thick UL LP Smartside Lap with 6-7/8' gypsum exp. andclassified cedar wood grain board finish

1' - 4 3/4"

9'-7 1/2"

3/4x6 smart trim frieze board typical

W10x30 beam

LP Smartside grain smart 1" wood = 1'-0" metal post base soffit panels 1st Floor 3/4x6 smart trim frieze board typical

2x6 @ 16" o.c. with min. 5 1/2" glass fiber or mineral wool batt insulation R-20

TOP

9' - 1 1/8"

3' - 2"

4515 Summit St 64111

1" = 1'-0"

2x6 @ 16" o.c. with min. 5 1/2" glass fiber or mineral wool batt insulation R-20

ventilated soffit (non-rated)

header

LP Smartside wood grain smart soffit panels

2x10 double header

1-Hour CFR @ soffit (from bottom): fascia board 2x4 wood studs @16" o.c. = 20min.5/8" Type-X gyp. board 5/8" Type-X gyp. board = 40min ceiling through garage Totaltruss = 60min required rating. 1-Hour CFR @ soffit (from cantilever bottom): LP Smartside wood grain 2x4 wood studs @16" o.c. = post 20min. 8x8 Cedar smart soffit panels 5/8" Type-X gyp. board = 40min Total = 60min required rating.

5/8" gyp. board

Type X 5/8" thick UL 1B classified gypsum board

cont. eave flashing5 4" conc. slab at front porch T O P slope of 1/8"/1'

COLLABORATIVE, P.C.

3' - 2" 10'-6"

17R@7.4"

2x6 double top plate wood studs

5/8" gyp. board

5/4x10 smart trim fascia - typical

R-13 cavity insulation at the interior of basement wall 1/2" gyp. board CLG. 2x6 @ 16" o.c. with batt insulation R-20 2x6 double top plate wood studs

2x8 treated studs

drop threshold

1/2" gypsum board

vault ceiling

front porch slab

door trim

2x12 stringer

C:\Users\moliveira\Documents\Tim Wahl_The Jefferson_Central_adsklic05.rvt

DIAx10" anchor bolts at 36" OC (min 7" embedment)FSD= 5' - 0"

1/2" gyp. board CLG.

1/2" gyp. board

1" = 1'-0"

16" Pre-engineered Floorgarage door Trusses @ 16 o.c.

3/4" riser

foamed in place insulation

11 1/2"

front porch slab

Eave detail-entry porch2 2x treated sill plate with 1/2"

atic insulation R-49

W10x22

foamed in place insulation

4" soffit1st vent Floor

R-13 cavity insulation at the interior of basement wall

T.O.W solid 2x blocking 2x6 double top plate wood studs

1/2" = 1'-0"

vault ceiling 2

= 1'-0" floor insulation 1" R-19

7 A04

1" tread with 1" nosing 3/4" plywood T&G subfloor

1' - 0"

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish with Tyvek air barrier over T.O.P 7/16" O.S.B sheathing.

FSD= 5' - 0"

1 1/2" vent chute at each rafter bay

12"

10'-6"

treated sill plate1/2' gyp. board soffit13'-4"

7 1/4"

-2

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish

5/4x7" smart trim 5/8" Type-X gyp. board ceiling throughfascia garage- typical 16T@10"

-4

-3

-1

gutter 5"x5"

-5

Eave detail-entry porch

treated sill plate atic insulation R-49

3/4x6 smart trim frieze 2nd board typical Floor

1st Floor

1" = 1'-0"

4" conc. slab at front porch floor insulation R-19 slope of 1/8"/1' cont. eave flashing

-6

1/2" = 1'-0"

TOP

17R@7.4"

foamed in place insulation

ridge -7 G vent -8 -9

15T@10" 10 12'-6"

treated 2x10

9' - 1 1/8"

roof trusses C @ 24" O.C.

-10

-16

7 1/4" 1' - 0"

metal post base

2' - 2"

7 1/4"

-11

2x6 blocking

1st Floor

1C- 5 1/2" glass fiber or mineral wool batt T.O.W Fluid-applied foundation insulation R-20 damp proofing O.S.B sheathing 1E- 7/16" FlameBlock 2E- LP Smartside Lap siding with 6-7/8' exp. and 2" thin stone veneer 8" cedar conc. foundation wood grainwall finish with Tyvek air barrier 8" conc. foundation wall " over wall sheathing -0 2' - 1 1/4" 4' 4" clean gravel 8' - 3" 3/4" plywood T&G subfloor

7 1/4"

FSD= 3' - 0"

1x6 smart trim fascia - typical

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish with Tyvek air barrier over 7/16" O.S.B sheathing.

-12

-13

-14

12 11 10 gutter 5"x5"

3/4x6 smart trim frieze board typical

3/4" plywood T&G subfloor 5/4x7 smart trim 2x10 at 16 o.c.

8' - 0" 8x8 cedarT.O.P post

1' - 4 3/4"

cedar bracket cut from 8x12

2nd Floor

COLLABORATIVE, P.C.

L 3' - 10"

6'-8" clear headroom

4' - 5 1/4"

7" House section

Column base detail

1" = 1'-0"

3' - 2"

3' - 10"

Intertek Design No.LPB/WPPS 60-01 / 2 1-Hour T.O.W Rated (on both sides): 1A- 2x6 wood studs @ 16" o.c. 2" stone cap at front stair 4" 4" 1B- Type X 5/8" thick UL classified gypsum 3"x6" projection - typical 1/2" notch board

8x8 cedar beam

11 1/2"

1st Floor

window trim 4" conc. slab at front porch slope of 1/8"/1'

-15

on_Central_adsklic05.rvt

8R @ 6.6'

LP Smartside Lap siding with 6-7/8' exp. and cedar wood grain finish 1-Hour CFR @ soffit (from bottom):4 min 4" perforated PVC drain tile 2x4 wood studs @16" o.c. = 20min. A04 12" Type-X gyp. board = 40min covered with washed gravel R-20 or 5/8" batt insulation 16"x8" concrete footing .c. crushed rock all wrapped with16" o Total = 60min required rating. 8" @ 8oz filter fabricmembrane drain to daylight continuous flexible 2x6flashing LP Smartside wood grain 8x8 Cedar post smart soffit panels

6 A04

blow-in place R=49 in vented attic @ 9gyp board

1/4" = 1'-0"

ase detail

1' - 0" 7 1/4"

T.O.P

7 1/4"

1" = 1'-0"

TOF

2x6 @ 16" o.c. with min. 5 1/2" glass fiber or mineral wool batt insulation R-20 4 3 2 W10x30 1

TOP

10' - 9 11/16"

1/2' gyp. board soffit

5/8" gyp. board

1' - 0"

6'-8" clear headroom

2' - 2"

3' - 0"

cont. eave flashing

2x6 double toptrim 5/4x7" smart plate studs fasciawood - typical

ventilated soffit (non-rated)

11 1/2"

1/2" = 1'-0"

CH AR

1' - 4 3/4"

9' - 1 1/8"

11 1/2"

Roof section FSD=

4" soffit vent

gutter 5"x5" 1/2" gyp. board CLG.

9' - 1 1/8"

A 4" conc. slab at front porch slope of 1/8"/1' hurricane clips @ eachTjoist OP

insulation R-20 FSD= 5' - 0"

16T@10" wood grain smart 13'-4"soffit panels

atic insulation R-49 cont. eave flashing

2 A04

vault ceiling to 13'-9"

I T E CT U R A

8' - 0"

2x6 blocking

7 1/4" 1' - 0"

Eave2x6detail-entry @ 16" o.c. with batt porch

1/2" = 1'-0"

9' - 0"

C:\Users\moliveira\Documents\Tim Wahl_The Jefferson_Central_adsklic05.rvt

8' - 0"

1' - 4 3/4"

1st Floor T.O.W

foamed in place J insulation

1 1/2" vent chute at eachsmart raftertrim bay 5/4x7

The Son

atic insulation 12" .c. 12" R=49 "o wood grain smart @16 8" 6" soffit panels 2x6 1' - 0" double top plate Property line cont. G @eave 4" soffit vent fascia board hurricane clips eachflashing joist 1' - 0" 7 1/4" 3' - 10" 7" 3' - 10" gutter 5"x5" cont. eave flashing 1-Hour CFR @ soffit (from bottom): 2x4 wood studs @16" o.c. = 20min. 5/4x7" smart trim T.O.P TOP 2nd Floor 5/8" Type-X gyp. board = 40min fascia - typical Total = 60min required rating. 1-Hour CFR @ soffit (from bottom): T.O.P 1/2' gyp. board soffit LP Smartside wood grain smart soffit panels 2x4 wood studs @16" o.c. = 20min. 5/8" Type-X gyp. board = 40min Total = 60min required rating. gutter 5"x5" 3/4x6 smart trim frieze board typical 8x8 cedar beam C LP Smartside wood grain1x6 smart trim smart soffit panelsfascia - typical cedar bracket cut from 8x12 3/4x6 smart trim frieze board typical TOP " -0 8'-0" ft F8x8 cedar post 2' - 1 1/4" 4' LP Smartside Lap siding with 7 1/4" 8' - 3" 6-7/8' exp. and cedar wood grain finish with Tyvek air barrier over 7/16" O.S.B sheathing.

2x6 blocking

16R@7.2"

FSD= 5' - 0"

FSD= 2' - 0"

6'-8" clear headroom

'-8" clear headroom

5/4x7 smart trim

2' - 1 1/4"

floor insulation R-19 at truss gutter 5"x5" 3/4" plywood T&G subfloor 1x6 smart trim fascia - typical

5/8" Type-X gyp. board ceiling through garage

8" conc. foundation wall

Property line

T O P7

" -0

8' - 3"

2 A05

vault ceiling

7 1/4"

4515L Summit St 64111

8x8 cedar post

The Son

4 A04

Fluid-applied foundation damp proofing

TOP

1/2' gyp. board soffit

I T E CT U R A

FSD= 2' - 0"

foamed in place insulation

4515 Summit St 64111

FSD= 5' - 0"

10' - 9 11/16"

blow-in place R=49 in vented attic @ gyp board

6"13

1/2" notch

cont. eave flashing

5/4x7" smart trim fascia - typical

2' - 2"

4" soffit vent

gutter 5"x5"

4" clean gravel

T.O.W

I T E CT U R A

8" conc. foundation wall

ridge vent roof trusses 8x8 cedar beam @ 24" O.C. cedar bracket cut from 8x12

cont. eave flashing

2" thin stone veneer

treated 2x10 1 1/2" vent chute at each rafter bay

12"

wood grain smart soffit panels12

CH AR

T.O.P

The Son

Roof section

1/2" = 1'-0"

3" blocking 2x6

T.O.W

3/4x6 smart trim frieze board typical floor insulation R-19

3"x6" projection - typical 7 1/4" 1' - 0"

at 16 o.c. LP2x10 Smartside wood grain smart soffit panels

2" stone cap at front stair

3' - 10"

CH AR

5/4x7 smart trim

2x6 @ 16" o.c. with min. 5 slab at front porch 1/2" glass fiber4"orconc. mineral wool batt insulation R-20 slope of 1/8"/1'

3' - 10"

1st Floor

it St

I T E CT U R A RCH

1' - 0" 7 1/4"

1st Floor

12"

hurricane clips @ each joist

. o.c

6" @1 2x6

1-Hour CFR @ soffit (from bottom): 2x4 wood studs @16" o.c. = 20min. 13 5/8" Type-X gyp. board = 40min 3/4" =plywood T&G subfloor Total 60min required rating.

Type X 5/8" thick membrane UL continuous flexible flashing classified gypsum board

4" conc. slab at front porch slope of 1/8"/1'

metal post base

8'-0" ft

11 batt insulation R-20

TOP

TOP F

8' - 0"

1' - 4 3/4"

fascia board

9' - 1 1/8"

11 1/2"

8x8 Cedar post 9

11 1/2"

foamed in place insulation LP Smartside Lap siding with 6-7/8' 1/2"and gyp.cedar boardwood grain finish exp.

9" 3/4"

double top plate

COLLABORATIVE, P.C.

LP Smartside wood grain smart soffit panels

8' - 0"

LP Smartside wood grain smart soffit panels

9' - 0"

1-Hour CFR @ soffit (from bottom): 2x4 wood studs @16" o.c. = 20min. 5/8" Type-X gyp. board = 40min Total = 60min required rating.

not to scale

2 8" conc. foundation wall R-13 cavity insulation at the interior of basement wall

1/2" gypsum board on door trim beyond garage side of wall

architectural C

URBAN 4 PRAIRIE ARCHITECT COLLABORATIVE, P.C.

intern insulated wall casing garage door

4523 Mercier Street Kansas City, Missouri 64111 p 816.304.7416 pminto@urbanprairiekc.com

CEP Apartment Architecture Office: StudioM4 Arquitetura Position: Project Architect Year: 2020 City: Brasília, DF - Brazil Softwares: AUTOCAD, SKETCHUP, LUMION

Quarto de hóspedes 12.04m² 0.00 pd 2.45m

Quarto 1 13.47m² 0.00 pd 2.45m

Sala de estar e jantar 29.95m² 0.00 pd 2.47m Banheiro social 3.17m² 0.00 pd 2.30m

Circulação 5.87m² 0.00 pd 2.57m Banheiro 1 5.10m² 0.00 pd 2.28m

Quarto Suíte 20.44m² 0.00 pd 2.44m

Cozinha 19.28m² 0.00 pd 2.37m

Floor plan . layout not to scale 147,85m² (1591.44sq.ft)

Área de serviço 9.11m² 0.00 pd 2.60m

Banheiro Suíte 7.20m² 0.00 pd 2.30m

master suite’s bathroom. I rendered the four design studies on LumiON, developed the technical drawings for construction in collaboration with the Intern Melissa Lima on AutoCAD and Sketchup Layout, besides being responsible for the supervision and reviewing of the design documentation.

Apartment interior renovation focusing on open, modern, and elegant finishes for a retired couple and their son. The apartment is 1591.44sq.ft and was all remodeled. I participated in the design conception and modifications on Sketchup of the kitchen, laundry room, the three bedrooms, and the

52 280

147,85m²

fixo

1300

fixo

gaveta

580

Elevation . bedroom 1 . woodwork not to scale

autor do desenho MELISSA LIMA

sapateira

NICOLAS FLEISCHMANN

125

sapateira

CAU A131864-0

gaveta

CAU A59388-5 ANNA SZCEPANSKI BENTO

gaveta

CAU 214525-0

2095

desenho

125

gaveta

MYLENA OLIVEIRA

gaveta

IMIRA DE HOLANDA

gaveta

CAU A177408-5

2450

gaveta

1100

nicho

500

1960

20 480

gaveta

125

520

prateleira

MARCENARIA . QUARTO 1

18 409

2450

prateleira

105 95 137 137 137 15

133 133

gaveta

área do projeto

arquitetos responsáveis

not to scale

gaveta

escala

INDICADA

MILÍMETROS

Elevation . bedroom 1 . woodwork

gaveta

133

20 80

500

1100

cabeceira da cama dimensão: 235x110cm espessura 50mm

409

500

409

460

prateleira

CLN 412 bloco D sl. 208 Brasília-DF Tel.: 3546.1446

prateleira

480

2356

cabideiro

1075

2450

chapa de MDF Noce Amêndoa, Duratex de 6mm colada na parede dimensão: 235x135cm

maleiro

prateleira

409

1300

1350

prateleira

fixo

409

18 18

409

Final project: 113 A3 pages of technical drawings and detailing.

900

not to scale prateleira

prateleira prateleira

painel da tv nicho

prateleira prateleira

prateleira

prateleira acesso closet prateleira

prateleira

painel fixo prateleira

1020

04.03.2020

MYLENA OLIVEIRA

87 / 107

IMIRA DE HOLANDA

arquitetos responsáveis

491

desenho

451

2440

MARCENARIA . QUARTO SUÍTE

100 20 20

1020

880

491

20 331

Tel.: 3546.1446

projeto PROJETO EXECUTIVO

20 331 100 40

2440

880

MEDIDAS EM MILÍMETROS

100 20 20

pilar

929

455

929

455

autor do desenho MELISSA LIMA

435

CAU 214525-0

872

350

310

escala

CAU A177408-5

MARCENARIA . QUARTO SUÍTE

desenho

538

147,85m²

451

not to scale

2440

Floor plan . master suite . woodwork

15 15 15 15 15 15 15 15 15 15 80 209 209 209 209 209 209 209 209 209 191 140

prateleira

SQS 312, Bloco B, apt 401, BRASÍLIA/DF

2910 NICOLAS FLEISCHMANN

MYLENA OLIVEIRA CAU A131864-0

INDICADA

CONFERIR MEDIDAS NO LOCAL

Sections . master suite . closet woodwork 140

pilar

IMIRA DE HOLANDA

2220

1425

300

2290

prateleira

594

CAU A59388-5 ANNA SZCEPANSKI BENTO

873

872

arquitetos responsáveis

410

MEDIDAS EM MILÍMETROS

382

20 21

370

380 900

RESIDÊNCIA CRIS E PEDRO

prateleira

penteadeira

projeto PROJETO EXECUTIVO

prateleira 695

620

CONFERIR MEDIDAS NO LOCAL

vazio

594

410

prateleira

2440

760

prateleira

15 15 15 15 15 15 15 15 15 15 80 209 209 209 209 209 209 209 209 209 191 100

370 1510

20 260 15

20 20

2020 286 25 140

280

porta do banheiro 70 30 180

710

20 20 100

200 100 40 250 30 594

20 535

2440 2090

20 335

área do projeto

CLN 412 blo Brasíl Tel.: 354

INDIC

esc

área do

147,8

04.03

86 /

TOR House Architecture Office: StudioM4 Arquitetura Position: Project Architect Year: 2019 City: Brasília, DF - Brazil Softwares: REVIT, AUTOCAD, SKETCHUP, LUMION

Ground floor plan

First floor plan

Roof plan

not to scale

181,38m² (1591.44sq.ft)

147,41m² (1586.70sq.ft)

Single-family house near Brasília, Brazil with a total of 3540.03sq.ft built in a 7872.93sq.ft site. The twostory house was designed to have a fresh clean look while facing the best view angle of a natural reserve nearby. The project was composed of the house conception and interior design of the five bathrooms, kitchen, laundry room, and barbecue area.

I collaborated in the whole design conception and development. I was also responsible for all the technical drawings and renderings. Final project: 58 A3 pages and 2 A2 sheets of technical drawings and detailing.

Site plan not to scale 731,42m² (7872.93sq.ft)

Key plan not to scale

Section A not to scale

Section B

Construction detail . sliding doors

not to scale

150

300

150

100

5 10

100150

5 10

fundo removível

420

5 10

10 25 10

120

100

150

fundo removível

150 300

150

420

acabamento em meia esquadria

100

750

900

150

150 150

ver Detalhe A

5 10

inclinação para escoamento da água

válvula inclinação para escoamento da água

projeto

RESIDÊNCIA TORSTEN SCHWAB PROJETO EXECUTIVO

Detalhe A

projeto

IMIRA DE HOLANDA

RESIDÊNCIA TORSTEN SCHWAB

CAU A59388-5

PROJETO EXECUTIVO IMIRA DE HOLANDA

válvula

100

MEDIDAS EM MILÍMETROS

57 / 57

inclinação para escoamento da água

projeto

not to scale

RESIDÊNCIA TORSTEN SCHWAB PROJETO EXECUTIVO IMIRA DE HOLANDA CAU A59388-5

autores do projeto

ANNA SZCEPANSKI

MARMORARIA . BANHO CHURRASQUEIRA

revisão data 29/04/2020

MEDIDAS EM MILÍMETROS

CAU A131864-0

MYLENA OLIVEIRA

autor do desenho desenho

MYLENA OLIVEIRA

CAU 177408-5

área de projeto escala

INDICADA

351.75 m²

folha

STUDIO M4 ARQUITETURA | CLN 412 bloco D sl. 208 | Brasília-DF Tel.: 3546.1446 | Cel.: 99153.5762

escala

INDICADA

351.75 m²

folha

STUDIO M4 ARQUITETURA | CLN 412 bloco D sl. 208 | Brasília-DF Tel.: 3546.1446 | Cel.: 99153.5762

5 10

Construction details . bathroom 1

MARMORARIA . BANHO CHURRASQUEIRA área de projeto

data 29/04/2020

351.75 m² área de projeto

CAU A131864-0

MYLENA OLIVEIRA

Tel.: 3546.1446 | Cel.: 99153.5762

100

desenho

MYLENA OLIVEIRA

CAU 177408-5

revisão

10 25 10

120

fundo removível

ANNA SZCEPANSKI

autor do desenho

MARMORARIA . BANHO CHURRASQUEIRA

acabamento em INDICADA 30 escala folha data 29/04/2020 meia esquadria STUDIO M4 ARQUITETURA | CLN 412 bloco D sl. 208 | Brasília-DF

MEDIDAS EM MILÍMETROS

300

5 10

revisão

420

CAU A131864-0

MYLENA OLIVEIRA10

150

desenho

MYLENA OLIVEIRA

CAU 177408-5

150

ANNA SZCEPANSKI

150

autores do projeto autor do desenho

150

CAU A59388-5

autores do projeto

57 / 57

Pintura acetinada e super lavável sobre massa corrida, cor Nórdico, Coral

forro de gesso

armário em MDF, sem fundo e com base de alvenaria, ver marcenaria

armário em MDF, ver marcenaria

varal de varetas individuais 150cm

267

265

280

157

4 15

início de paginação

280

265

armário em MDF, ver marcenaria

armários em MDF, sem fundo e com base de alvenaria, ver marcenaria

armário em MDF com base de alvenaria, ver marcenaria

quadro Abacaxi e azul 45x45cm, Urban Arts

Elevation 1 . laundry area

Elevation 2 . laundry area not to scale

1.80

.15

ML(13w),9

1.01

RESIDÊNCIA TORSTEN SCHWAB .15

.80

1.05

.93

ML(13w), 8(3w)

revestimento interno

.95

1.70

PROJETO EXECUTIVO

6,8(3w)

IMIRA DE HOLANDA .18

.55

.52

.33

1(4w), CAU A59388-5 16(3w),17ralo sifonado 2(4w), 4 MYLENA OLIVEIRA ANNA SZCEPANSKI oculto 15x15cm 2.38 3(4w),4.15 .31 .31 .31 .31.18 autores do projeto .23 CAU 177408-5 CAU A131864-0 2.38 3(4w) MYLENA OLIVEIRA autor do desenho ver Detalhe A 1.02 .68 7

2.05

.15 soleira em 7 granito

.95

8(3w)

1.86

.20 1.96

.15

eixo da ducha higiênica 10(3w) 11,12

.82

.15

Detalhe A . trilho da cortina de vidro .76

.30 .30

.25 .21 .42 .42 12

.99

soleira em granito

16(3w) contrapiso

Escala 1/5 projeto

1.17

.93

1.50

.75

ralo linear de 60cm

201

.85 .50

16(3w)

.50

eixo do gás 40

1.00 1.35

1.29

.61

.90

.35.15

eixo do gás 135

1.80

51,55

eixo do filtro

.50 .30 .87 .71

199

2.19

fazer previsão da tubulação de gás para forno e fogão. O

.72

.40 .83

.80

1.42 .70

252

220

218

197 87

.50

base de alvenaria h=10cm

357

eixo da pia 97

início de paginação

ça

211

202

b,k 277

114

início de paginação 157

i base de alvenaria h=10cm

.15

eixo da torneira

.50

eixo do chuveiro eixo da máquina eixoPorcelanato da de lavar Externo bacia Esmaltado act ret 60x60cm eixo do Gotham Wind, Portobello tanque .23 eixo do mictório .60 .10

174

199

15 30

1.12 65

início eixode da ducha higiênica paginação ralo sifonado oculto 15x15cm

5 vista vista 6

90 77

158

base de alvenaria h=15cm

eixo do ar condicionado (previsão . h=230cm)

247

110

190

Cement, Natural, 60x60cm, Portobello

35 67

67 10

base de

1 aArtsy Porcelanato 1

150

256

início de paginação

alvenaria not to scale h=15cm

155

vista 2

vista 1

133

Floor plans . tiling, hidraulic, electrical

150

115

214

Porcelanato Artsy Cement, Natural, 60x60cm, Portobello

4 vista

3 vista 58

ralo linear de 60cm centralizado no box

base de alvenaria h=15cm

as alturas 15 das saídas de água e esgoto devem ser determinadas conforme manual técnico do equipamento adquirido .20

583

piso da calçada em cimento com desnível de 3,5cm em relação ao interior

vidro temperado trilhoLED, U fixado na e circuito 17 . duas fitas em cima soleira de granito do espelho, com revestimentoembaixo do suporte 15 comprimento de 1,05m+1,05m; externo h=1,17m 6 3e 1,78m. 6 Esconder driver no suporte do espelho

analisar em obra melhor direcionamento para o dreno do ar condicionado; deixar espera para ar condicionado com previsão do ponto elétrico, dreno e tubulação própria

.92

not to scale

360

bancada em granito, ver marmoraria

rodapé h=10cm em porcelanato semelhante ao piso

1.50

rodapé h=10cm em porcelanato semelhante ao piso

TEG Apartment Architecture Office: StudioM4 Arquitetura Position: Project Architect Year: 2019 City: Brasília, DF - Brazil Softwares: AUTOCAD, SKETCHUP, LUMION

Varanda 11.88m² 0.00 pd 2.44m

Quarto 1 9.20m² 0.00 pd 2.44m

Cozinha 9.54m² 0.00 pd 2.44m

Escritório 7.95m² 0.00 pd 2.44m

Circulação 3.17m² 0.00 pd 2.44m

Suíte 25.84m² 0.00 pd 2.44m Banheiro suíte 4.17m² -0.01 pd 2.29m

Área de serviço 3.91m² 0.00 pd 2.29m

Sala 18.76m² 0.00 pd 2.44m

Banheiro social 3.63m² -0.01 pd 2.29m

Floor plan . layout not to scale 106,66m² (1148.07sq.ft)

113 205

131

remover porta 80 15

160

remover bancada

297

335

deixar livre um vão de 2,29x71cm para porta e bandeira para passagem de luz, ver vista 1

vista 1

46 225

deixar livre um vão de 2,10x19cm para passagem de luz, ver vista 2

171

remover porta

17 22

Floor plan . demolition

14 54

210

construir parede em bloco de vidro Clean semi fosco incolor 20x20x8cm, Artens, LeroyMerlin

20 20 20 20

tubulação de 50mm embutida na parede ver vista 3 55

217

134

remover porta e parede

178

87 12

15 vista 3

171

106

22 12 33

remover porta e parede

verificar possibilidade de deixar instalações para o tanque aparentes embaixo da bancada (ficarão dentro do armário) ou fazer enchimento da parede abaixo da bancada, alinhado com o pilar, para embutir essas instalações

not to scale

deixar livre vão de 39x74cm a h=100cm para nicho, em gesso acartonado hidrofugante, ver corte A

demolir vão de 166x40cm a h=100cm para nicho, ver corte B

Full apartment interior renovation focusing on open and modern spaces for a young couple buying their first home. The apartment is 1148.07sq.ft and was all renewed.

7 B

15 8

15 7 32

166

580

15 4

84 67

365

genda rodapé em porcelanato Pietra Di Firenze Off White, Portobello com h=15cm

91 6

232

167

275 6

212

160

326 Porcelanato Golden Calacata, Natural 60x120cm, Portobello

Porcelanato Bianco Carrara, Natural 60x60cm, Portobello

Revestimento hexagonal Portobello, ver legenda

I participated in the design conception, rendering, and production of technical drawings of the entire project in collaboration with four other members of the team. I also worked with the construction planning and administration in collaboration with Anna Szczepanski. Final project : 53 pages A3 of technical drawings and detailing.

manter piso existente

15 210

ralo linear

171

213 286

150

142

217

344

356

498

170

210

327

379

694

213

105

80 15

15 23

139

126 9

103

120

131 313

313

107

203

232

171

184

183

160 113

254 99

294

614 578

23 13

184

Piso vinílico linha Eucaflor parede a permanecer Decore Classic New, parede a construir em gesso acartonado Porcelanato Pietra di 3x228x1219mm, Eucatex Firenze Off White, Natural, parede a demolir com paginação intercalada parede a construir em bloco de vidro60x60cm, 20x20cm Portobello

15 29

182

Legenda

Floor plan . floor tiling not to scale

This project was published in the Quartzolit 20th birthday commemorative edition and was the first project to use the 3D tile Bandeira designed by StudioM4, produced by Munó Revestimentos.

200 40

860

900

860

prateleiras em MDF Ipê Amarelo, Masisa gaveteiro em MDF Ipê Amarelo, Masisa; com 2 gavetões e puxador perfil Y

ver Detalhe A

estrutura para prateleiras em ferro maciço preto 10x10mm

190

200

190

gaveteiro em MDF Ipê Amarelo, Masisa; com 4 gavetas e puxador perfil Y

Construction details

armário para forno de embutir em MDF Ipê Amarelo, Masisa

not to scale

porta condimentos tipo gaveta em MDF Ipê Amarelo, Masisa

31 120 15

gavetão

31 120 15

projeto

C forno vão porta embutido condimentos

D 702

1815

37 10580

vão forno embutido 770

580

gaveta talheres 605

563

702

10 702

2170

gavetão

30 320 380

vão adega 15

730

gaveta talheres

autores do p

337 15015 15015

605 610

770

autor do des

desenho

porta condimentos

revisão

data 25/04

gavetão

Section . kitchen woodwork not to scale

695 150 15 900

gaveta

vão forno embutido

150 15

gaveta

gavetão

658150 52

gavetão

gaveta gaveta

695 900

658

porta condimentos vão forno embutido

150 52

337

190

gaveta

358 190

gaveta talheres gaveta

A B gavetão

730

porta condimentos

gaveta talheres prateleira

vão adega

380

563

702 18

prateleira

610

37 10

2170

prateleira

358

177 15015160 17740 177

not to scale

177

Kitchen woodwork specifications

prateleira

15015 177

640160 40 177

407 640

h2 h1

10 10473407

473

rodapé em MDF revestido com o mesmo porcelanato do piso

320

200

150

acabamento em meia esquadria

ver Detalhe A

200

vidro incolor 150x20cm, 10 engastado na bancada; fazer friso com 10mm a 15mm de profundidades para encaixe dessa peça

Cabinet plan . kitchen woodwork not to scale

MEDIDAS EM MILÍMETROS

STUDIO M4 Tel.: 3546.14

North Local Commerce FINAL THESIS PROJECT - University of Brasília Architecture and Urbanism Degree Program Professor: Eduardo Rossetti Year: 2016 Softwares: REVIT, SKETCHUP, LUMION, PHOTOSHOP, INDESIGN, ILLUSTRATOR

Concept diagrams two new mixed use buildings

Longitudinal section not to scale

Ed. 105 NORTH

West Block - Entrance D

West Block - Entrance C

East Block - Entrance B

East Block - Entrance A

The proposal consisted of the design of four buildings and the renovation of the adjacent public area in the North Local Commerce area (CLN 105) in Brasília, Brazil. The blocks are connected 2-by-2 with a total of 38 stores on the ground floor, and 84 units for apartments or offices on the first and second floors, and the underground garage and rooftop with a recreation area and photovoltaic system. The underground stores were replaced by two floors of covered garage connecting the four buildings. For the solar protection of the units and stores, a retractable brise-soleil system was developed, besides cross ventilation in all units; intervention in the local street to create a continuously accessible sidewalk throughout the entire complex and a bus stop. The micro public plazas between the buildings were formulated as attraction zones to the local neighborhood while also serving as seating for locals and visitors seeking a moment of respite, aspiring to carve a small yet more positive urban space.

Construction detail Scheme of air and sun movement

Retractable brise-soleil system

BANDEIRA 3D wall tile designed by StudioM4 Arquitetura and produced by Munó Position: Project Architect - designer Year: 2019 City: Brasília, DF - Brazil Softwares: SKETCHUP

Picture of my parents living room . my design

Examples os pattern configuration

1 cm

2 cm

2 cm The 3D wall tile called Bandeira was designed by StudioM4 Arquitetura from the firm’s visual identity and produced by Munó. The studio’s logo was the main inspiration to create a geometrical cement-based piece with elegant relief that allows many different pattern configurations.

2 cm

StudioM4 logo . inspiration . design

1 cm

30 cm

Surface: Satin Tiles/m²: 22,2 Place of use: Internal and external