allisen hagemeyer portfolio - june 2015

allisen hagemeyer

education

experience

involvement

skillsautocad

flash

hand drafting

illustrator

indesign

microsoft office

model making

photography

photoshop

revit

rhinoceros

sketching/painting

premiere pro

trimble sketchup

university of cincinnati - daapbachelors of science in architecture - canidate 2017cincinnati, ohio

kappa kappa gamma - intramural & service trip chairgirls academy - group coordinatorcheer for a cure - event manager

wifive architectscincinnati, ohio - january to may 2015co-op draftsman

dr. guldal cabatoledo, ohio - june 2012 to presentgraphic designer

seasons 52cincinnati, ohio - may to august 2014hostess

bhd health consultingtoledo, ohio - may to august 2013office manager & personal assistant

table of contents

1

2

3

4

6

5

7

8

unit wall construction

posture study construction

the beast

a swimming pool + a theater

tectonic experiementation

graphics and branding

wifive architects experience

other works TITUS THE TORTOISE: MASTER OF LIGHT

Titus uses his small size and quiet nature to sneak into spaces. His head light has the

ability to move from his shell to a vertical position above his head. The light can capture

any lights with in the space and turn the room to darkness. The room can then only be

brightened by Titus’s light. His tail has the ability to unwind and become longer to grab

on to edges and help him move through out the space and find his way in the darkness.

Dr. Guldal’s

PeaceTherapeutic Quality

Sacramental Copal

Organic or Wild Crafted Essential OilIngredients: Pure Liquid Copal of Frankincense, Lime, Orange, Balsam of Peru, Sandalwood, Patchouli, Blue Tansy, White Grapefruit, & Ylang Ylang in a base of Fractionated Coconut Oil.

Caution:Keep out of the reach of children.

InnerPeace Products.

WWW.INNERPATHICPROCESS.COM

Nemenhah Certified for the use as aCeremonial Sacrament in traditional

Native American Healing.

Governing Law NAFERA

15 mL

6'-0

34"

5'-0

1 4"

30

40

SH

3060

SH

5068

FREN

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2868

2868

4060 FIXED

60

68

SLID

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6'-0"

3068

GREAT ROOMHARDWOOD

6'-0

34"

3068

ENTRY

2440 SH

COVEREDPORCH

(2) 2640 SH

14'-4"

2868

2868

PK

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3060

SH

3060

SH

(2) 2060 SH (2) 2060 SH

6080FRENCH DRS

3068

2868

50

68

FR

ENCH D

OOR

(FULL

LITE)

(2) 2X8 HDR.

2468

2468

3068

3068 PKT.

3068

MECH. ROOM

(2) 2X8 HDR.

(2) 2

X12 HD

R.

2460 SH

(2) 2460 SH

2460 SH

2460

SH

(2) 2X

8 H

DR

.

PANTRYHARDWOOD

6068

SLIDING

2868

2'-1 12"

2'-1 12"

(2) 1 3/4

" X 14"

LVL

2868

ENTR

Y

(2) 2X8 HDR.

30

60

SH

UTILITYCLOSET

(2) 2X8 HDR.

4'-4"

(2) 2X8 HDR.

8"

6'-3

1 4"

7'-1

01 4"

(2) 2X

8 H

DR

.

D

5'-9 12"

(2) 2X

8 H

DR

.

DECORATIVEAPPLIED TIMBERTRUSSES

HALLHARDWOOD

MASTER BATHTILE

FOYERHARDWOOD BEDROOM #2

HARDWOOD

4068

FREN

CH DOO

R

3-CAR GARAGE

KITCHEN/DINING ROOMHARDWOOD

STUDYHARDWOOD

3'-6" 6'-3"

MUDROOMTILE

6'-3"

21'-13

4"

2'-3

1 4"

3'-6"

12'-4"

5'-6"3'-2"

4'-0

"

17'-0

"

5'-6"

21'-4

"

3'-2"

2'-112"17'-4"

7'-8 1

2"

4'-3"

2'-112"

9'-8"

7'-31 2"

2'-10

3

4"

1'-11"

1'-11 1

2"

16'-0

"

2'-1034"

18'-8"

6'-8

1 2"

2'-8"

14'-0

"

3'-0

"9'-13

4"

4'-3"

1'-11"

6'-9"

16'-4"

4'-6"8'-4"

4'-8"

3'-2"

8'-1014"

(2) 2X8 HDR.

4'-2"

1'-11"

3'-2"

6'-4"

18'-9

1 4"

W

3'-2"

2'-0

"9'-0

"9'-21

4"

67'-2

"

4'-4

34"

9'-0

"2'-2

1 4"

34'-11 4

"

5'-8"

53'-10

"

3'-5

34"

2'-5

3 4"

9'-2"

2'-53 4

"

4'-111 2"

4'-6

"

6'-7"

4'-6"

9'-1 1/8 " CLG.

6'-3"

17'-4"

3'-11 12"

107'-8

"

4060 FIXED

66'-11

4"

9'-814"

10'-1 1/8 "

CLG

.

2460 SH

2460 SH

(2) 2X8 HDR.

5'-1"

(2) 2X8 HDR. (2)2X8 HD

R.

(2) 2X8 HDR.

(2) 2X

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.

(2) 2X8 HDR.

(2) 2X8 HDR.

(2) 2X

8 H

DR

.

30

60

SH

REF

COVERED PORCHCOMPOSITE

DECKING ON P.T.SLEEPERS OVER

CONC. SLAB

(2) 2X8 HDR.

(2) 2X12 HDR.

S.D.

(2) 2X

8 H

DR

.

BENCH

(2) 2X12 HDR.

(2) 2X

8 H

DR

.

(2) 2

X8 HDR.

(2) 2

X12 HD

R.

(2) 2X

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.(2

) 2X

8 H

DR

.

3068

ENTRY

(2) 2

X8 HDR.

(2) 2X8 HDR.

3'-0"3'-0" 3'-0"

31'-

114"

3'-0"

WH

3'-0

"

WASHER

(2) 2X8 HDR.

3060

SH

DRYER

(2) 2X8 HDR.

3060

SH

(2) 2

X8 HDR.

30

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(2) 2X

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(2) 2X

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30

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(2) 2

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3030

FIXED

(2) 2X8 HDR.

3030

FIXED

(2) 2X8 H

DR

.24

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SH

14'-6"8"

25'-21

2"8'-10

"

7'-434"

12'-0"

31 2"

6'-3

1 4"

12'-11

1 2"

8'-3

1 4"

20'-1014"

3'-4"

13'-1014"5'-10" 8'-61

2"3'-814"

8"

12'-034"

4'-2"

16'-0

1 2"

8"

4'-0

"

2'-3

1 2"4'-4

1 2"

21'-13

4"

11'-9"

2'-1

112"

4'-4"

8'-1"

6'-1"

3'-10"

2'-11 2"

5'-11"

4'-8

1 4"

5'-7 12"

2'-4"

GLASSSURROUND

S.D./CO.

SLOPE UP

5:12

SLOPE UP

5:12

4'-0"

S.D.

10'-8 1

2"

3'-1034"

S.D.

5'-914"

16'-6

1 2"

6'-11"

42"

PR

EFAB

GAS F

P

2'-1"COATS

3068 C

.O.

3068 C.O.

9'-1 1/8 " CLG.

UP

DN.

DW

3068

ENTRY

(2) 1 3/4" X 11 1/4" LVL(2) 1 3/4" X 11 1/4" LVL (2) 1 3/4" X 11 1/4" LVL

9'-1 1/8 " CLG.

(2) 1 3/4" X 11 1/4" LVL

(2) 1 3/4" X 11 1/4" LVL

18"D FLUSHHEARTH

4'-3"2'-

11 2"

2'-11 2"

1'-11"

3'-10"

SUNROOMTILE

BUILT-IN

ISLA

ND

2'-83 4

"

2'-1

1 2"

2440

SH

2'-1

1 2"

4'-3"

2868

(2) 1 3/4" X

11 1/4

" LV

L

(2) 1 3/4

" X 11 1/4"

LVL

(2) 1 3/4" X

11 1/4

" LV

L

(2) 1 3/4

" X 11 1/4"

LVL

S.D.

S.D./CO.

712" 12'-10"

8"

8'-4

3 4"

8'-4

3 4"

(2) 2460 SH

(2) 1 3/4

" X 14"

LVL

(3) 1 3/4" X 18" LVL FLUSH

OVEN

(3) 1 3/4" X 18" LVL FLUSH (3) 1 3/4" X 18" LVL FLUSH

12'-8" 6'-4"7'-101

2"

GIR

DER

TR

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ATTIC GIRDER TRUSS

2 X 10

'S @

16"

O.C

.

BOTTOM

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ATTIC GIRDER TRUSS

ATTIC GIRDER TRUSS

(2) 2X8 HDR.

GIR

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2X10

'S@ 16"

O.C

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GIRDER TRUSS

(2) 2X

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GIRDER TRUSS

2 X 10

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@ 16"

O.C

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LVL FLUSH

GIR

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LVL FLUSH

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GIR

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GIR

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GIR

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GIR

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(2) 2X12 HDR.

(2) 2X12 HDR.

GIR

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(2) 2X12

GIR

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PRE-MANUF42" WD

BURNING FP

(2) 2X

8 H

DR

.

40

14TR

ANSOM

(2) 2X8 HDR.

6080

HEARTH RAISED18" A.F.F.

(2) 2X

8 H

DR

.

LIGHT WELL TO DORMER WINDOW ABOVE.COORD. WITH OWNER AND ARCH DURINGROUGH FRAMING PHASE

4'-2"

4'-3"

2'-1 1

2"

2'-1 1

2"2'-11 2"

4'-3"

2'-11 2"

4'-514"4'-51

4"

6'-0

" 6'-6

1 4"

(2) 2X12 HDR.

arched niche with openshelves or customstorage cab. (linenstorage)

(2) 1 3/4

" X 11 1/4"

LVL.

(2) 1 3/4

" X 11 1/4"

LVL.

11'-0

"

12'-0

"

SLOPE UP3:12

SLOPE UP3:12

3040

SH

MASTER BEDROOMHARDWOOD

WALK-IN CLOSETHARDWOOD


BATHROOM #2TILE

9'-1 1/8 " CLG.

9'-1 1/8 " CLG.SLO

PE

UP

P.E.W.T. SCISSOR TRUSSES@ 24" O.C. W/ 3:12 BOT. CHORD.

FLOOR JOISTSBEAR ONGIRDERTRUSSBOT. CHORD

(2) 2X

8

POWDERHARDWOOD

40

14TR

ANSOM2'-6"

6'-0" VANITY

24" FULLHT. CAB.

5'-9" VANITY

19'-6"

6080

ROUGH-IN PLUMBINGFOR FUTURE WET BAR

SLO

PE

UP

SLO

PE

UP

2'-1"3'-3"

6'-2"

3'-3"2'-1"

6'-2"

23'-0"

13'-4"

(2) 1 3/4

" X 14

" LVL

(2) 3/4" X 7 1/4" LVL'S

10'-8"

3050 SH 3050 SH 3050 SH

107'-8

"

67'-2

"

34'-11

4"

2'-0

"2'-4

"

2'-0

"

9'-0

"

2 x8'S

@ 16" O.C.

2 x10'S

@ 16" O.C.

2 x8'S

@ 16" O.C.

(2)1 3

/4"

X 14"

LVL'S

FLU

SH

(2)1 3

/4"

X 14"

LVL'S

FLU

SH

ATTIC GIRDER TRUSS

8"

4"

COVERED PATIOCONCRETE

PROJECT #: 15011

BID SET

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TYPICAL FLOOR plan notes:· DOORS AND WINDOWS ARE LABLED W/ NOMINAL SIZES (I.E. 2668 = 2'-6"W. X 6'-8"H.).

CONTRACTOR SHALL COORDINATE FINAL ROUGH OPENING DIMENSIONS AND FRAMINGREQUIREMENTS WITH ACTUAL UNITS SELECTED.

· ALL INTERIOR PARTITION WALLS TO BE 3 1/2" UNLESS NOTED OTHERWISE.· ALL EXTERIOR STUD WALLS TO BE 4" (MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE

OF EXTERIOR SHEATHING) UNLESS NOTED, AND SHALL HAVE A MIN. INSULATION VALUE OF R-19,OR OTHER VALUE AS DETERMINED BY THE ENERGY REPORT.

· DOOR AND WINDOW ROUGH OPENING HEADERS TO BE FRAMED AT 6'-10 1/2" FOR 8'-118" PLATEHT. WALLS, 7'-101

2" FOR 9'-118" PLATE HT. WALLS, MEASURED ABOVE RGH. SUBFLOOR, UNLESSNOTED OTHERWISE. ALSO REVIEW ELEVATION AND SECTION DRAWINGS FOR ADDITIONAL RGH.OPENING INFORMATION.

· DOOR AND WINDOW ROUGH OPENING HEADERS SHALL BE MIN. (2) 2X8'S WITH (2) JACK STUDSAND (1) KING STUD FOR BEARING AT EACH END. UNLESS OTHERWISE NOTED.

· SOLID BLOCKING SHOWN ON PLAN TO BE (2) 2X4'S MIN., UNLESS NOTED OTHERWISE, UNDERWINDOW HEADER OR BEAM/ GIRDER TRUSS LOCATIONS ABOVE. CONTACT ARCHITECT FORCLARIFICATION.

· ALL INTERIOR DOORS TO BE PLACED IN THE CENTER OF WALL LENGTHS IN WHICH THEY ARELOCATED, 4" MIN. FROM ADJACENT WALLS AT INSIDE CORNER LOCATIONS, OR AS NOTED ONPLANS. CONTACT ARCHITECT FOR CLARIFICATION.

· LOCATE EXHAUST FANS, SMOKE DETECTORS AND CO MONITORING DEVICES AS SHOWN ONPLANS AND AS DESCRIBED IN GEN. NOTES SECTION 16.

· SEE GENERAL NOTE 04200.01 FOR GALVANIZED STEEL ANGLE LINTELS.

PLAN INFORMATIONFINISHED AREA: 3,831 SFGARAGE AREA: 1,033 SFTOTAL FLOOR AREA: 4,864 SF

1/4"=1'-0"1A4.0

FIRST FLOOR PLANMATCH LINE(SEE 2/A4.0)

MATCH LINE(SEE 1/A4.0)

A4.0

1/4"=1'-0"2A4.0

PARTIAL FIRST FLOOR GARAGE PLAN

to create one unit that could be duplicated and built up into a wall that reached 8 feet

high - an interlocking system resulted, creating multiple compositions and

ensured that each of them was structurally sound

team membersallisen hagemeyer, amy stock,

amanda crane, seth huxel, libby pelzel, evan sale, mandy stephens,

tyler stoeckel

unit wallconstruction

1

mdf mold for concrete mix cement with foam ball aggregate final concrete pour for unit

through the creation of all 30 concrete units, all team members had hands on through

the entire process, - my largest contributions include sketcup models of wall configurations

and mold design

use the body as means to understand and create architectural elements - begin with

simplistic shapes and masses to support posture then connect bodies together to

create larger architectural elements - begin to undertsand basic architectural elements

such as floors, walls, windows, roofs, and enclosure

posture studyconstruction

2

1’0’ 2’ 4’ 6’ 8’

1’0’ 2’ 4’ 6’ 8’

1’0’ 2’ 4’ 6’ 8’

1’0’ 2’ 4’ 6’ 8’

1’0’ 2’ 4’ 6’ 8’

Before After

0’ 1’ 2’ 4’ 8’

Carve

Before After0’ 1’ 2’ 4’ 8’

Reflect

Before Pack After0’ 1’ 2’ 4’ 8’

Carve

Before Stack After

0’ 1’ 2’ 4’ 8’

Before Split After

0’ 1’ 2’ 4’ 8’split

stack

pack

reflect

carve

from five to oneafter using aggregates to define the forms of the five units,

they were then combined and iterated to create one continu-ous space, while still keeping their individual characteristics

use the given site, a parking garage in downtown cincinnati, to develop a program

built on top of it - the program must include an olympic sized swimming pool and a theater

a swimming pool + a theater

3

A1

0 1 2 4 8 16 32

B1

B2

A1

N

B1 B2

programs

SCREEN

connecting lines

locker rooms

bathrooms / coat check

consessions

elevator / stairs

pool

auditorium

program volumes to whole construction

screen to whole construction

whole construction to garage

progam volumes

exterior WRAPscreen

hybrid construct

site

pre-existingstructure

N

1'-23

4"

3'-8 1/4

"

(6) R

. @ 7

38"

EA.

WINDER TREADS(MIN. 6" DEPTH @

INSIDE STAIRCORNER

3'-9"(5) T. @ 9" EA.

3'-9

1 2"

(6) R

. @ 7

916"

EA.

1'-3

1 4"

3'-9"(5) T. @ 9" EA.

6'-8" MIN. HEADCLEARANCE

WINDER TREADS(MIN. 6" DEPTH @

INSIDE STAIRCORNER


8'-11

8"

5'-6

1 8"

(9) R

. @ 7

38"

EA.

6'-0"(8) T. @ 9" EA.

26'-418"

TO INS. FACE OF FDN.

HDR.

4'-4

1 8"

8'-9

1 2"1'-

0"

9'-11

8"

1'-0

"

2'-8

316"

5'-558" 8"

412" 41

2"

HDR.

(9) R

. @ 7

916"

EA.

2A6.1

6'-0"(8) T. @ 9" EA.

31'-558"

TO INS. FACE OF FDN.


2'-0

"


VAULTED CLG.BEYOND

+(10'-1 1/8")T.O. SECOND FLR.RGH. SUBFLOOR

-(10'-1 1/2")T.O. FOOTING

(0'-0")T.O. FIRST FLR.RGH. SUBFLR.

-(1'-1 1/2")T.O. FDN., TYP.

FACE OF GIRDER TRUSS

10'-714"

HDR.

HDR.

8'-17

8"

111 4"

1'-0

"8'-11

8"

18'-858"

TO INS. FACE OF STUD@ FRONT WALL

312"

2'-3"(3) T. @9" EA.

FACE OFLVL BEL.

2'-0

"(4

) R

. @

6"

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(4) 2X6 PL. ONLVL. BEAM

1'-0

"8'-9

1 2"4"

6'-8" RGH.HEAD CLR.

+(9'-1 1/8")TYP. FIRST FLR.RGH. PLATE HT.

+(10'-1 1/8")T.O. SECOND FLR.RGH. SUBFLR.

6'-10

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YP

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9'-11

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+(18'-2 1/4")T.O. GUTTER BD.

(2) CONT. 2X12 RIM JOISTS

2X12 BLOCKING OVERWALL AT EVERY OTHERJOIST SPACE

INSULATE JOIST SPACE ATCANTILEVERED FLOOR FRAMING.CARRY INSULATION 2'-0" MIN.PAST INSIDE FACE OF FIRST FLOORSTUD WALL.

12" MDO PLYWOOD SOFFIT MAT'L. @UNDERSIDE OF CANTELEVEREDFLOOR FRAMING.

AZEK (OR. SIM.) DRIP CAPOVER 1X10 PAINTED TRIM BD.

PAINTED 1X4 TRIM AROUNDWINDOW, TYP.

FIBER CEMENT SIDING, 8" EXP.

CONT. GUTTER BD. (SEE EAVESECTIONS SHEET a5.1)

111 4"

PRE-ENGINEERED WOODTRUSSES @ 24" O.C., TYP.

A6.13/8"=1'-0"1

A6.1 MAIN STAIR

STAIR SECTION3/8"=1'-0"2A6.1 BONUS ROOM STEPS & SECOND FLOOR BALCONY

PARTIAL BUILDING SECTION

PROJECT #: 15006

PERMIT SET

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3/8"=1'-0"3A6.1 CANTILEVERED FLOOR @ SECOND FLOOR CLOSETS

PARTIAL WALL SECTION

6'-0

34"

5'-0

1 4"

30

40

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3060

SH

5068

FREN

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4060 FIXED

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3068

GREAT ROOMHARDWOOD

6'-0

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3068

ENTRY

2440 SH

COVEREDPORCH

(2) 2640 SH

14'-4"

2868

2868

PK

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(2) 2060 SH (2) 2060 SH

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FR

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(2) 2X8 HDR.

2468

2468

3068

3068 PKT.

3068

MECH. ROOM

(2) 2X8 HDR.

(2) 2

X12 HD

R.

2460 SH

(2) 2460 SH

2460 SH

2460

SH

(2) 2X

8 H

DR

.

PANTRYHARDWOOD

6068

SLIDING

2868

2'-1 12"

2'-1 12"

(2) 1 3/4

" X 14"

LVL

2868

ENTR

Y

(2) 2X8 HDR.

30

60

SH

UTILITYCLOSET

(2) 2X8 HDR.

4'-4"

(2) 2X8 HDR.

8"

6'-3

1 4"

7'-1

01 4"

(2) 2X

8 H

DR

.

D

5'-9 12"

(2) 2X

8 H

DR

.

DECORATIVEAPPLIED TIMBERTRUSSES

HALLHARDWOOD

MASTER BATHTILE

FOYERHARDWOOD BEDROOM #2

HARDWOOD

4068

FREN

CH DOO

R

3-CAR GARAGE

KITCHEN/DINING ROOMHARDWOOD

STUDYHARDWOOD

3'-6" 6'-3"

MUDROOMTILE

6'-3"

21'-13

4"

2'-3

1 4"

3'-6"

12'-4"

5'-6"3'-2"

4'-0

"

17'-0

"

5'-6"

21'-4

"

3'-2"

2'-112"17'-4"

7'-8 1

2"

4'-3"

2'-112"

9'-8"

7'-31 2"

2'-10

3

4"

1'-11"

1'-11 1

2"

16'-0

"

2'-1034"

18'-8"

6'-8

1 2"

2'-8"

14'-0

"

3'-0

"9'-13

4"

4'-3"

1'-11"

6'-9"

16'-4"

4'-6"8'-4"

4'-8"

3'-2"

8'-1014"

(2) 2X8 HDR.

4'-2"

1'-11"

3'-2"

6'-4"

18'-9

1 4"

W

3'-2"

2'-0

"9'-0

"9'-21

4"

67'-2

"

4'-4

34"

9'-0

"2'-2

1 4"

34'-11 4

"

5'-8"

53'-10

"

3'-5

34"

2'-5

3 4"

9'-2"

2'-53 4

"

4'-111 2"

4'-6

"

6'-7"

4'-6"

9'-1 1/8 " CLG.6'-3"

17'-4"

3'-11 12"

107'-8

"

4060 FIXED

66'-11

4"

9'-814"

10'-1 1/8 "

CLG

.

2460 SH

2460 SH

(2) 2X8 HDR.

5'-1"

(2) 2X8 HDR. (2)2X8 HD

R.

(2) 2X8 HDR.

(2) 2X

12 H

DR

.

(2) 2X8 HDR.

(2) 2X8 HDR.

(2) 2X

8 H

DR

.

30

60

SH

REF

COVERED PORCHCOMPOSITE

DECKING ON P.T.SLEEPERS OVER

CONC. SLAB

(2) 2X8 HDR.

(2) 2X12 HDR.

S.D.

(2) 2X

8 H

DR

.BENCH

(2) 2X12 HDR.

(2) 2X

8 H

DR

.

(2) 2

X8 HDR.

(2) 2

X12 HD

R.

(2) 2X

8 H

DR

.(2

) 2X

8 H

DR

.

3068

ENTRY

(2) 2

X8 HDR.

(2) 2X8 HDR.

3'-0"3'-0" 3'-0"

31'-

114"

3'-0"

WH

3'-0

"

WASHER

(2) 2X8 HDR.

3060

SH

DRYER

(2) 2X8 HDR.

3060

SH

(2) 2

X8 HDR.

30

60

SH

(2) 2X

8 H

DR

.

(2) 2X

8 H

DR

.

30

60

SH

(2) 2

X8 HDR.

3030

FIXED

(2) 2X8 HDR.

3030

FIXED

(2) 2X8 H

DR

.24

60

SH

14'-6"8"

25'-21

2"8'-10

"

7'-434"

12'-0"

31 2"

6'-3

1 4"

12'-11

1 2"

8'-3

1 4"

20'-1014"

3'-4"

13'-1014"5'-10" 8'-61

2"3'-814"

8"

12'-034"

4'-2"

16'-0

1 2"

8"

4'-0

"

2'-3

1 2"4'-4

1 2"

21'-13

4"

11'-9"

2'-1

112"

4'-4"

8'-1"

6'-1"

3'-10"

2'-11 2"

5'-11"

4'-8

1 4"

5'-7 12"

2'-4"

GLASSSURROUND

S.D./CO.

SLOPE UP

5:12

SLOPE UP

5:12

4'-0"

S.D.

10'-8 1

2"

3'-1034"

S.D.

5'-914"

16'-6

1 2"

6'-11"

42"

PR

EFAB

GAS F

P

2'-1"COATS

3068 C

.O.

3068 C.O.

9'-1 1/8 " CLG.UP

DN.

DW

3068

ENTRY

(2) 1 3/4" X 11 1/4" LVL(2) 1 3/4" X 11 1/4" LVL (2) 1 3/4" X 11 1/4" LVL

9'-1 1/8 " CLG.

(2) 1 3/4" X 11 1/4" LVL

(2) 1 3/4" X 11 1/4" LVL

18"D FLUSHHEARTH

4'-3"2'-

11 2"

2'-11 2"

1'-11"

3'-10"

SUNROOMTILE

BUILT-IN

ISLA

ND

2'-83 4

"

2'-1

1 2"

2440

SH

2'-1

1 2"

4'-3"

2868

(2) 1 3/4" X

11 1/4

" LV

L

(2) 1 3/4

" X 11 1/4"

LVL

(2) 1 3/4" X

11 1/4

" LV

L

(2) 1 3/4

" X 11 1/4"

LVL

S.D.

S.D./CO.

712" 12'-10"

8"

8'-4

3 4"

8'-4

3 4"

(2) 2460 SH

(2) 1 3/4

" X 14"

LVL

(3) 1 3/4" X 18" LVL FLUSH

OVEN

(3) 1 3/4" X 18" LVL FLUSH (3) 1 3/4" X 18" LVL FLUSH

12'-8" 6'-4"7'-101

2"

GIR

DER

TR

USS

ATTIC GIRDER TRUSS

2 X 10

'S @

16"

O.C

.

BOTTOM

CHOR

D B

RID

GE

ATTIC GIRDER TRUSS

ATTIC GIRDER TRUSS

(2) 2X8 HDR.

GIR

DER

TR

USS

2X10

'S@ 16"

O.C

.

GIRDER TRUSS

(2) 2X

8 H

DR

.

GIRDER TRUSS

2 X 10

'S

@ 16"

O.C

.

LVL FLUSH

GIR

DER

TR

USS

LVL FLUSH

GIR

DER

TR

USS

GIR

DER

TR

USS

GIR

DER

TR

USS

GIR

DER

TR

USS

GIR

DER

TR

USS

(2) 2X12 HDR.

(2) 2X12 HDR.

GIR

DER

TR

USS

(2) 2X12

GIR

DER

TR

USS

PRE-MANUF42" WD

BURNING FP

(2) 2X

8 H

DR

.

40

14TR

ANSOM

(2) 2X8 HDR.

6080

HEARTH RAISED18" A.F.F.

(2) 2X

8 H

DR

.

LIGHT WELL TO DORMER WINDOW ABOVE.COORD. WITH OWNER AND ARCH DURINGROUGH FRAMING PHASE

4'-2"

4'-3"

2'-1 1

2"

2'-1 1

2"2'-11 2"

4'-3"

2'-11 2"

4'-514"4'-51

4"

6'-0

" 6'-6

1 4"

(2) 2X12 HDR.

arched niche with openshelves or customstorage cab. (linenstorage)

(2) 1 3/4

" X 11 1/4"

LVL.

(2) 1 3/4

" X 11 1/4"

LVL.

11'-0

"

12'-0

"

SLOPE UP3:12

SLOPE UP3:12

3040

SH

MASTER BEDROOMHARDWOOD



BATHROOM #2TILE

9'-1 1/8 " CLG.

9'-1 1/8 " CLG.SLO

PE

UP

P.E.W.T. SCISSOR TRUSSES@ 24" O.C. W/ 3:12 BOT. CHORD.

FLOOR JOISTSBEAR ONGIRDERTRUSSBOT. CHORD

(2) 2X

8

POWDERHARDWOOD

40

14TR

ANSOM2'-6"

6'-0" VANITY

24" FULLHT. CAB.

5'-9" VANITY

19'-6"

6080

ROUGH-IN PLUMBINGFOR FUTURE WET BAR

SLO

PE

UP

SLO

PE

UP

2'-1"3'-3"

6'-2"

3'-3"2'-1"

6'-2"

23'-0"

13'-4"

(2) 1 3/4

" X 14

" LVL

(2) 3/4" X 7 1/4" LVL'S

10'-8"

3050 SH 3050 SH 3050 SH

107'-8

"

67'-2

"

34'-11

4"

2'-0

"2'-4

"

2'-0

"

9'-0

"

2 x8'S

@ 16" O.C.

2 x10'S

@ 16" O.C.

2 x8'S

@ 16" O.C.

(2)1 3

/4"

X 14"

LVL'S

FLU

SH

(2)1 3

/4"

X 14"

LVL'S

FLU

SH

ATTIC GIRDER TRUSS

8"

4"

COVERED PATIOCONCRETE

PROJECT #: 15011

BID SET

COPY

RIGH

T 20

15, W

iFIV

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SIGN

+ B

UIL

D, IN

C. (d

ba. W

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ALL

RIG

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RESE

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AND

DESI

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OF

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INC.

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BY

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OF

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FOR:

04.2

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BIDD

ING


TYPICAL FLOOR plan notes:· DOORS AND WINDOWS ARE LABLED W/ NOMINAL SIZES (I.E. 2668 = 2'-6"W. X 6'-8"H.).

CONTRACTOR SHALL COORDINATE FINAL ROUGH OPENING DIMENSIONS AND FRAMINGREQUIREMENTS WITH ACTUAL UNITS SELECTED.

· ALL INTERIOR PARTITION WALLS TO BE 3 1/2" UNLESS NOTED OTHERWISE.· ALL EXTERIOR STUD WALLS TO BE 4" (MEASURED FROM INSIDE FACE OF STUD TO OUTSIDE FACE

OF EXTERIOR SHEATHING) UNLESS NOTED, AND SHALL HAVE A MIN. INSULATION VALUE OF R-19,OR OTHER VALUE AS DETERMINED BY THE ENERGY REPORT.

· DOOR AND WINDOW ROUGH OPENING HEADERS TO BE FRAMED AT 6'-10 1/2" FOR 8'-118" PLATEHT. WALLS, 7'-101

2" FOR 9'-118" PLATE HT. WALLS, MEASURED ABOVE RGH. SUBFLOOR, UNLESSNOTED OTHERWISE. ALSO REVIEW ELEVATION AND SECTION DRAWINGS FOR ADDITIONAL RGH.OPENING INFORMATION.

· DOOR AND WINDOW ROUGH OPENING HEADERS SHALL BE MIN. (2) 2X8'S WITH (2) JACK STUDSAND (1) KING STUD FOR BEARING AT EACH END. UNLESS OTHERWISE NOTED.

· SOLID BLOCKING SHOWN ON PLAN TO BE (2) 2X4'S MIN., UNLESS NOTED OTHERWISE, UNDERWINDOW HEADER OR BEAM/ GIRDER TRUSS LOCATIONS ABOVE. CONTACT ARCHITECT FORCLARIFICATION.

· ALL INTERIOR DOORS TO BE PLACED IN THE CENTER OF WALL LENGTHS IN WHICH THEY ARELOCATED, 4" MIN. FROM ADJACENT WALLS AT INSIDE CORNER LOCATIONS, OR AS NOTED ONPLANS. CONTACT ARCHITECT FOR CLARIFICATION.

· LOCATE EXHAUST FANS, SMOKE DETECTORS AND CO MONITORING DEVICES AS SHOWN ONPLANS AND AS DESCRIBED IN GEN. NOTES SECTION 16.

· SEE GENERAL NOTE 04200.01 FOR GALVANIZED STEEL ANGLE LINTELS.

PLAN INFORMATIONFINISHED AREA: 3,831 SFGARAGE AREA: 1,033 SFTOTAL FLOOR AREA: 4,864 SF

1/4"=1'-0"1A4.0

FIRST FLOOR PLANMATCH LINE(SEE 2/A4.0)

MATCH LINE(SEE 1/A4.0)

A4.0

1/4"=1'-0"2A4.0

PARTIAL FIRST FLOOR GARAGE PLAN

BEARING PARTITION WITH2X STUDS @ 16" O.C.

58" ∅ MIN. X 12" ANCHOR

BOLTS WITH MIN. 7"EMBEDMENT @ 6'-0" O.C.

2X P.T. PLATE

UNDISTURBED APPROVEDBEARING SOIL

3,000 P.S.I. POUREDCONCRETE FOOTING W/ (2)#4 BARS CONTINUOUS 3"MIN. CONC. COVER

4" POURED CONCRETESLAB

GRAVEL FILL

WIRESTOP #CR-6380 WATERSTOP TIED TO #4 VERTICALBARS PER MFS. SPECS

1'-0"HORIZONTAL REINFORCINGBARS TO EXTEND CONTINUOUSTHROUGH CONTROL JOINT AREA.INSTALL HORIZONTAL BARS ONINTERIOR SIDE OF WATER STOP

(4) #4 VERTICAL BARS WITH2" MIN. CONCRETE COVER

1 12" X 34" DEEP CONTROLJOINT FORMED IN WALL W/1X2 RIPPED AT 30°

POURED CONCRETEFOUNDATION WALL

APPLY CONTINUOUSSEALANT IN JOINT PRIORTO INSTALLATION OFWATERPROOFING

NOTES FOR LOCATING JOINT IN WALL:

1. IN STRAIGHT WALLS BETWEEN 30'-0" & 50'-0" LONG, PROVIDE (1) CONTROL JOINT NEAR MIDPOINTOF WALL.

2. IN STRAIGHT WALLS BETWEEN 50'-0" & 75'-0" LONG, PROVIDE (2) CONTROL JOINTS NEAR THIRDPOINT OF WALL

3. DO NOT LOCATE JOINTS WITHIN 5'-0" OF DOOR OR WINDOW OPENING.

FOOTINGSIZE

24"X24"

FOOTING REINFORCING & COLUMMN SIZE SCHEDULE

30"X30"

36"X36"

42"X42"

48"X48"

STEEL COLUMNMIN.DIA.

312"

4"

MAX. COLUMNLOAD (LBS)

6,000

9,375

13,500

18,375

24,000

MINIMUMFOOTING

THICKNESS

12"

FOOTINGREINFORCING

(BOTH DIRECTIONS)

(3) #4'S

(3) #4'S

(3) #4'S

(4) #4'S

SQUARE BASEPLATE SIZE

6"X6"X12"

6"X6"X12"

6"X6"X12"

6"X6"X12"

8"X8"X12"

rectangularbase

plate size

4"x7"x12"

4"x7"x12"

4"x7"x58"

4"x7"x34"

5 12"x12"x1"

top platesize

5 12"x10"x34"

PER

PLAN

PER PLAN

SPLICE JOISTS @ BEARING, TYP.

FLOOR JOISTS

2X BLOCKING OVERBEARING LOCATION, TYP.

2x BLOCKING PLATE. SEEGENERAL NOTE 05500.01

STEEL BEAM. SEE PLAN FOR SIZE

5"x7"x 12" STEEL TOP PLATE WELDEDTO BEAM OR FASTENED w/ (4) 12"DIA. THRU BOLTS

312" SCH. 40 STEEL PIPE COLUMN

EMBEDDED INTO CONCRETE.5"x7"x 12" STEEL BOTTOM PLATE w/(2) 12" DIA. THRU BOLTS

CONCRETE FLOOR SLAB TO STOPSHORT OF COLUMN LOCATION - FILLVOID w/ CONCRETE TO TOP OFSLAB AFTER COLUMN INSTALLATION

CONCRETE SLAB. SEEGENERAL NOTE 03370.01

COLUMN FOOTING PAD TO BE36"x36"x12" WITH (4) #4 BARS(EACH WAY). TYPICAL, UNLESSNOTED OTHERWISE.

312"

312"

312"

(3) #4'S 4"x7"x12"

4"x7"x12"

4"x7"x58"

4"x7"x34"

6"

PER PLAN

6"

FDN. OPNG =DOOR SZ. + 3"

(SEE FDN. PLAN)

112" O.H. DOOR SZ. 112"

STUD

WALL P

ER

PLAN

1 2" F

IN. D

W.

1 2" S

HTG

.

(1) P.T. STUD TOT.O. SLAB FORTRIM ATTACH.

JACK STUDS PERPORTAL FRAME

DETAIL

CONT. KING STUDSPER PORTALFRAME DETAIL

1'-4"

8" X 4" BEAMPOCKET. HEIGHTTO BE COORD.W/ BEAM DEPTH

IN LOCATIONS WHEREBEAM POCKET IS ATA CORNER, FOUNDATIONSHALL HAVE ADDITIONAL1'-4"X4"X FULL HT. CONCTYP.

#3 TIES @ 12" O.C.3" MIN. CONCRETECOVERAGE

#5 VERTICAL BARSIN EACH CORNER. 3"MIN. CONCRETECOVERAGE.

4"

4"

8"

PLAN DETAIL

T.O. STL. BM.=T.O. FDN.

4"

LAP

24"

FOR

#4 B

AR

1/2"∅ THRU BOLTS@ 32"O.C.

2X NAILER

STEEL BEAM(SEE FDN. PLAN)

(2) #4 BARS. EXTEND 2'-0"PAST BEAM POCKET EA. SIDE

(1) #4 BAR,CONT.

#4 VERTICALBAR

#5 BAR @ 24" O.C. TYP. FORFDN. WALL

T.O. FDN.(SEE PLAN)

4"

(1) #4 BAR,CONT.

(3) FASTENMASTER LEDGERLOCK SCREWS @EA. STUD.

JOISTHANGER

0'-0"T.O. FIRST FLR. SUBFLOOR

ANCHOR BOLT

2X4 P.T. SILLPLATE

SECTION DETAIL

10"

10"

12"

12"

FOR COLUMNS NOT SPECIFIED AS"NON-ADJUSTABLE," IF ADJUSTABLECOLUMNS ARE USED, THEY MUST BEINSTALLED WITH THE ADJUSTMENTMECH. AT THE BOT., ANDEMBEDDED IN THE CONCRETESLAB.

CONC. FOOTING (SEE TYP.WALL SECTION NOTES

CONTINUOUS P.T. 2X4CLEAT SECURED TO WOODFLOOR JOIST. FIT TIGHT TOWALL SILL PLATE. (ACTS ASFIREBLOCKING AT TOP OFFINISHED BASEMENTWALLS).

FDN. DRAINFDN. DRAIN

CONTINUOUS 2X4 SILL PLATEWITH (2) 3/8" BEADS OFCONSTRUCTION ADHESIVEAND ANCHOR BOLTS.

UNB

ALANCED

FILL H

EIG

HT

8"

1'-9"FOOTING WIDTH

CONCRETEFLR. SLAB

a a

B

CONTINUOUSFOOTING REINF.

a

2" COVER

HORIZONTAL WALLREINFORMENT

a

VERTICAL WALLREINFORMENT

a


FDN. DRAINFDN. DRAIN


UNB

ALANCED

FILL H

EIG

HT

8"

1'-9"FOOTING WIDTH

CONCRETEFLR. SLAB

a a

B


a

2" COVER


a


a

2x floor joists

nail subfloor toblocking

a.p.a. rated sturd-i-floor20" o.c. t&g exposure i

2x blocking @ 48" o.c.at SECOND joist cavity

CAVITY SPACE USED FORMECHANICS

2X6 TURNED FLAT @ 48" O.C.ALIGN WITH 2X BLOCKINGAND SPIKE TO PLATE


2'-0"FOOTING WIDTH

CONCRETEFLR. SLAB

B

FDN. DRAIN a


a

FOOTINGa

FOOTINGa

a

10"



UNB

ALANCED

FILL

GR

EATER

THAN 4

'-0

"

4"

VERTICAL DOVETAILMASONRY ANCHORSLOTS6"

30

" M

IN.

LAP

#5 STEM REINFORCEMENTBAR @ 24" O.C.

PROVIDE (1) #4BAR CONTINUOUSLY@ STEM

2" COVER

APPROX. GRADE(SEE GENERAL NOTEO2524.01 ON A1.0)



2x floor joists



2x floor joists


2X6 TURNED FLAT @ 48" O.C.ALIGN WITH 2X BLOCKINGAND SPIKE TO PLATE

2x floor joists




FDN. DRAIN

FOOTING

FDN. DRAIN


8"

1'-9"FOOTING WIDTH

CONCRETEFLR. SLAB

a

a

a

B


a

2" COVER


a


a


a

UNB

ALANCED

FILL 4

'-0

" OR

LESS

4"

FDN. DRAIN

FOOTINGa


2'-0"FOOTING WIDTH

CONCRETEFLR. SLAB

B

FDN. DRAIN a


a

a

10"


UNB

ALANCED

FILL

GR

EATER

THAN 4

'-0

"

4"

VERTICAL DOVETAILMASONRY ANCHORSLOTS6"

30

" M

IN.

LAP

#5 STEM REINFORCEMENTBAR @ 24" O.C.

PROVIDE (1) #4BAR CONTINUOUSLY@ STEM

2" COVER


FDN. DRAIN

FOOTINGa

2x floor joists






FDN. DRAIN

FOOTING

FDN. DRAIN


8"

1'-9"FOOTING WIDTH

CONCRETEFLR. SLAB

a

a

a

B


a

2" COVER


a


a


a

UNB

ALANCED

FILL 4

'-0

" OR

LESS

4"2X6 TURNED FLAT @ 48" O.C.ALIGN WITH 2X BLOCKINGAND SPIKE TO PLATE

2x floor joists





A3.1

3/4"=1'-0"7A3.1

STEEL COLUMN DETAIL & SIZING INFORMATION

3/4"=1'-0"9A3.1

LOWER LEVEL BEARING WALL AND FOOTINGDETAIL

3/4"=1'-0"8A3.1

CONCRETE FOUNDATION CONTROL JOINT DET'L

3/4"=1'-0"1AA3.1 FULL HEIGHT

PARALLEL TO FLOOR JOIST FRAMING

TYPICAL FOUNDATION SECTION

3/4"=1'-0"6A3.1

TYPICAL GARAGE DOOR JAMB FRAMING DETL.3/4"=1'-0"5

A3.1

TYPICAL BEAM POCKET DETAILS3/4"=1'-0"4A3.1 FOR PROJECTS WITH STEPPED FOUNDATIONS. SEE FOUNDATION PLAN

FOR LOCATIONS.

TYPICAL BALLOON FRAMING DETAIL

SELECT FORPROJECT

ask about window openings& max height.

ask if joist blockingstill needed.

3/4"=1'-0"1BA3.1 FULL HEIGHT

PERPENDICULAR TO FLOOR JOIST FRAMING


3/4"=1'-0"2AA3.1 STEM WALL WITH BRICK LEDGE



3/4"=1'-0"2BA3.1 STEM WALL WITH BRICK LEDGE



3/4"=1'-0"3AA3.1 PARTIAL HEIGHT RETAINING WALL



3/4"=1'-0"3BA3.1 PARTIAL HEIGHT RETAINING WALL



FOUNDATION / FOOTING - POURED CONcRETE w/ BRICK VENEER

· 8" THICK POURED CONCRETE FOUNDATION WALLS w/ (2) #4 BARS AT TOP,BOTTOM & 1/3 POINTS, (TYPICAL). VERTICAL REINFORCING TO BE #5 BARS @24" O.C. PLACE FOOTINGS ON UNDISTURBED SOIL ONLY- REFER TO FOUNDATION PLAN FOR SPECIFIC CONDITIONS.

· SPRAYED BITUMINOUS WATERPROOFING ON THE EXTERIOR FACE OF POUREDCONCRETE FOUNDATION WALL (RUBBERWALL OR SIMILAR).

· 12" DIA. X 12" (MIN.) HOT-DIPPED GALVANIZED ANCHOR BOLTS @ 32" O.C. WITH2" X 2" WASHERS (8" MIN EMBEDMENT @ POURED WALLS). USE SIMPSON:PAB4-12 OR SIM. 2X4 P.T. WOOD PLATE. SET PLATE IN A BED OFCONSTRUCTION ADHESIVE FOR CONCRETE.

· 8" THICK POURED CONCRETE FOOTING WITH (3) #4 REBARS, CONT. (TYPICAL -REFER TO FOUNDATION PLAN). PROVIDE 112"X31

2" CONTINUOUS KEY· 4" DIA. PERFORATED FOUNDATION DRAIN IN GRAVEL BACKFILL ON INSIDE AND

OUTSIDE OF FOOTING WITH ONE CROSSOVER AT LOWPOINT TIED INTOFOUNDATION DRAIN SYSTEM AND DAYLIGHTED AT BACK OF SITE.

· 4" DIA. SOLID SCHED. 40 PVC DRAIN PIPE FOR ALL NEW DOWNSPOUTS ANDGUTTERS, TIED INTO EXISTING STORM WATER SYSTEM (SEPARATE FROMFOUNDATION DRAIN PIPES).

BASEMENT FLOOR SLAB

· POURED FLATWORK TO BE SEPARATED FROM CONCRETE FOUNDATIONWALLS WITH WITH A BOND BREAKER MATERIAL (ie. BUILDING FELT ORSIMILAR).

· 4" THICK POURED CONCRETE SLAB (6x6 - W2.9XW2.9 [42#] MESH. LOCATEMESH AT CENTER DEPTH OF CONCRETE THICKNESS).

· 6" THICK BED OF WASHED GRAVEL FILL (34" DIA.)· 6-MIL VAPOR BARRIER OVER VIRGIN SOIL.· TERMITE TREATMENT PER GENERAL NOTES

B

A

+(10'-1 1/8")T.O. SECOND FLR.RGH. SUBFLOOR

W.IC.

8"

11'-11

2" P

OUR

ED

WALL

1'-0

"1'-

258"

6'-10

1 2" T

YP

. R

GH. HD

. HT.

@ S

ECOND

FLO

OR

WIN

DOWS

7'-1

01 2"

TYP

. R

GH. HD

. HT.

@ F

IRST F

LOOR

WIN

DOWS

112" S

ILL

BONUS ROOM

1'-0

"8'-11

8"

8'-10

1 2" R

GH. HD

. HT.

1'-0

"

8'-11

8"

TR

USS B

RG

. HT.

6'-10

1 2" R

GH. HD

. HT

6'-11

8"

2'-0

"2'-0

"

512

10

12

512

10

12

18" MAX. DEPTH BUILT-INS AT EACH SIDE OFSTONE FIREPLACE. COORD. WITH ARCH. &CABINET SUPPLIER

11'-11

8"

(3) 2X8 HDR. (3) 2X8 HDR. (3) 2X8 HDR.

(3) 134" X 914" LVL HDR. (3) 134" X 91

4" LVL HDR.

6'-10

1 2"9

1 4"

2'-6

"71

4"

2'-0

"

(3) 134" X 914" LVL HDR.

MIN. (2) 2X6 SOLID BRG.UNDER GIRDER TRUSSLOCATIONS ABOVE. TYP,BOTH SIDES.

11 8"

MASTERBEDROOM

9'-11

8"

TYP

. FIR

ST F

LOOR

RG

H. P

LATE H

T.

2-CARGARAGE

KITCHEN(ISLAND OMITTED FOR

CLARITY)

BATH#2

1212

FINISHEDBASEMENT

LAUNDRYROOM

LIN.CLO.

EXERCISEROOM

STORAGE

GREATROOM

BATH#3

1212

GAME ROOM

9'-4

1 2" R

GH. WND

W. HD

. HT. B

EYOND

RAISED CEILING @ DININGROOM BEYOND (COORD.W/ TRUSS DRAWINGS)

1'-25

8"

1'-0

"

RAISED CEILING @ DININGROOM BEYOND (COORD.W/ TRUSS DRAWINGS)

1'-0

"8'-11

8"

TYP

. SECOND

FLR

. R

GH. P

LATE H

T.

3"

CONT. TOP

PLA

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1'-25

8"

A7.03/8"=1'-0"1

A7.0

BUILDING SECTION

4A6.0

PROJECT #: 15006

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(0'-0")T.O. FLR. SLAB= T.O. FDN.

-(4'-0")+/-T.O. FOOTING(PER SOIL COND.)

+(10'-1 1/8")T.O. 2ND FLR.RGH. SUBFLR.(ABV. GAR.)

312

12

12

3

3

123

12

8 8

PRE-FABRICATEDDECORATIVE CUPOLA TOMATCH BARN

12

STANDING SEAM METAL ROOF, TYP.

CONTINUOUS RIDGE VENT. TYP

12

3

8

12

FIBER CEMENT SIDING PER BUILDER'S SPEC.,6" TO WEATHER

8" SQUARE (FIN.) TRIM-WRAPPED COLUMN,TYP, WITH 1 X 6 @CAP. AND 1 X 8 @ BASEON STONE BASE PLINTH (1'4" X 1'-4" RGH)

18" X 30" FYPON (OREQUAL) DECORATIVE

PLV LOUVER

MANUF. STONE VENEERW/CAP FROM STANDARD

CATALOG SELECTION

1 X 6 SUB-RACK BD., TYP

PAINTED 1 X 4CORNER BDS., TYP

decorative claychimney pot andlimestone wash cap

1 X 4 PAINTED WDCORNER BDS., TYP

12

12 12

PRE-FABRICATEDDECORATIVE CUPOLA TOMATCH BARN

-(4'-0")+/-T.O. FOOTING(PER SOIL COND.)

(0'-0")T.O. FLR. SLAB= T.O. FDN.

+(10'-1 1/8")T.O. 2ND FLR.RGH. SUBFLR.(ABV. GAR.)

3

12

8

123

3

18" X 30" FYPON (OREQUAL) DECORATIVEPLV LOUVER W/ TRIMTO MATCH WINDOWS

CONTINUOUS RIDGE VENT. TYP

8

12

1 X 6 SUB-RACK RD., TYP

FIBER CEMENT SIDING PERBUILDER'S SPEC

8

12128 8

123

FLAT SOFFIT OVER CLIPPED CORNERWINDOW. COORD W/ARCH

MANUF STONE VENEER W/CAPFROM STANDARD CATALOGSELECTION

PRE-FABRICATED DECORATIVECUPOLA TO MATCH BARN

STANDING SEAM METAL ROOF

DECORATIVE CLAYCHIMNEY POT andlimestone wash cap

A2.0

PROJECT #: 15011

BID SET

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1/4"=1'-0"2A2.0

RIGHT SIDE ELEVATION

1/4"=1'-0"1A2.0

FRONT ELEVATION

with my first co-op experience, I worked for a high-end residential firm, wifive architects -

working on projects from the beginning phases of schematic design in sketch up

to the final construction drawings in autocad - through this experience I worked on a variety

of residential projects and a kidcare facility

wifive architects

4

A5.12A

A5.12B

NOTE: PROVIDE CAULK SPACEBETWEEN WINDOW FRAME ANDMASONRY VENEER ON ALL 4 SIDES-3

8" AT HEAD, 34" AT SILL, AND 14"ON JAMBS - OR PER WINDOWMANUFACTURER'S SPECS,WHICHEVER IS GREATER.

PROVIDE INSULATION BAFFLETO MAINTAIN 2" CLEAR AIRSPACE FROM SOFFIT VENTTO RIDGE.

1" AIR SPACE

FRIEZE BOARD

HORIZONTAL 2X BLOCKING

12" PLYWOOD SHEATHING

VERTICAL BLOCKING

STUD WALL

5/8" CAULK AND BACKERROD.PROVIDE GAPBETWEEN BRICK SILL ANDWINDOW FRAME.

15° MINIMUM SLOPE

SHIM TO MAINTAIN POSITIVESLOPE @ T.O. SILL

GRACE PERMABARRIERTHROUGH-WALL FLASHING.FOLD UP INTO "END-DAMS"@ EACH END OF SILL.

MAINTAIN MINIMUM (2)COURSES OF RUNNINGBOND ABOVE THRU-WALLFLASHING

WEEPS @ 24" O.C.(MIN. 2 WEEPS PER WINDOW)

FRIEZE BOARD

VERTICAL BLOCKING(SEE PLAN DETAIL)

HORIZONTAL BLOCKING(SEE PLAN DETAIL)

PROVIDE 34" GAP BETWEENROUGH LADDER AND TOP OFBRICK

BRICK VENEER (SEE ELEV.)

1" AIR SPACE

GRACE PERMABARRIERTUCKED UNDER TYVEK FLAP

WEEP

STEEL LINTEL38" CAULK AND BACKER

ROD

2B: PLAN VIEW

2A: SECTION VIEW

MULTI-PLY TRUSS @BRICK LOCATION(TO BE PROPERLYSIZED BY TRUSSMANUF.)

L6X4X38"CONT. GALVANIZED STEEL

ANGLE BEAR ON ROOF SHEATHING ATTRUSS AND FLASH OVER. BRICKVENEER THRU-WALL FLASHING ANDWEEP HOLES TO BE LOCATED ABOVESTEP FLASHING. CLARIFY W/ ARCHITECT

12" DIA. X 3 12" LONG LAGBOLT @ EVERY OTHERSTUD LOC.

T.O. GUTTER VARIES SEE ROOF PLAN A5.0

12

varies

12" SHEATHING

METAL DRIP EDGE &FLASHING INTO ALUM. OGEE

GUTTERS & DOWNSPOUTS

1X8 GUTTER BOARD OVERCONT. 2X NAILER

2" CONT. SOFFIT VENT W/INSECT SCREEN OR SIM.

VENTED SOFFIT MAT'L. PERBUILDER'S SELECTION.

1X10 FASCIA TRIM

1'-3"TRUSS RUN

112" CONT.2X NAILER

RIS

E V

AR

IES

34"

112"

1018"

1'-4"RGH. OH.

438" AIRSPACE

& BRICK VENEER

4"

12" SHT'G.

312"

STUD

TYP

. R

GH. P

LATE H

T.

AB

V. FIR

ST F

LR

.SUB

FLOOR

NOTE: PROVIDE BAFFLES WHEREREQUIRED TO MAINTAIN MIN. 1"CLR. AIRSPACE AT UNDERSIDEOF ROOF SHEATHING FORROOF VENTING.

HEEL H

EIG

HT V

AR

IES

51 2"

1 2"1 2"

114"

GABLE END TRUSSSHORTENED FOR

OUTRIGGERS

PRE-ENGINEEREDWOOD TRUSSES @

24" O.C., TYP.

12" SHEATHING

1X8 RAKE

METAL FLASHING &DRIP EDGE

SIMPSON H2.5A @ EA. OUTRIGGER

2X6 OUTRIGGERS@ 16" O.C.

34"

1'-4"RGH. OH.

12"

SHT'G.

438" AIRSPACE

& BRICK VENEER

brick VENEER

112"

1018"

TOE NAILOUTRIGGERS TO

TRUSS TOP CHORD

1'-4"RGH. OH.

1X8 RAKE

1X6 SUBRAKE

STONE VENEER

51 2"

1 2"1 2"

114"

34"

12"

SHT'G.

2 1/2" ±

1'-0"


OUTRIGGERS


24" O.C., TYP.


TRUSS TOP CHORD


12" SHEATHING

2X6 OUTRIGGERS@ 16" O.C.

METAL FLASHING &DRIP EDGE

1'-4"RGH. OH.

1X8 RAKE

1X6 SUBRAKE

CEMENT BOARDLAP SIDING

51 2"

1 2"1 2"

114"

34"


OUTRIGGERS


24" O.C., TYP.


TRUSS TOP CHORD


12" SHEATHING 2X6 OUTRIGGERS

@ 16" O.C.METAL FLASHING &DRIP EDGE

12"

SHT'G.

1'-4"RGH. OH.3

4"

12"

SHT'G.

1'-0"

112"

TYP

. R

GH. P

LATE H

T.

AB

V. FIR

ST F

LR

.SUB

FLOOR

4"

312"

STUD

1X6 FASCIA

212"±

PRE-ENGINEERED WOODTRUSSES @ 24" O.C.

12

varies




1/2" sHEATHING

1'-3"TRUSS RUN

112" CONT.2X NAILER

HEEL H

EIG

HT V

AR

IES

RIS

E V

AR

IES





1'-4"RGH. OH.3

4"

1'-358" ±

112"

1X6 FASCIA

12

varies







1/2" sHEATHING


312"

STUD

4"

HEEL H

EIG

HT V

AR

IES

RIS

E V

AR

IES

1'-3"TRUSS RUN

112" CONT.2X NAILER

12"

SHT'G.

TYP

. R

GH. P

LATE H

T.

AB

V. FIR

ST F

LR

.SUB

FLOOR


A5.1

1 1/2"=1'-0"2A5.1

BRICK CAVITY & VENTING DETAIL

1 1/2"=1'-0"1A5.1

BRICK BEARING OVER ROOF TRUSSES

SHEATHING

TYVEK LAPPED OVERGRACE PERMA BARRIER

PREFORMED FLASHING CORNERS -MANUFACTURED BY ILLINOIS PRODUCTSCORPORATION. INSTALL PERMANUFACTURER'S SPECIFICATIONS

STEP FLASHING TUCKED INTOMORTAR JOINTS AND EXTENDINGDOWN TO ROOF SHEATHING

COUNTER-FLASHING - DURINGSUBSEQUENT COUNTER-FLASHAND ROOFING INSTALLATION,TUCK COUNTER FLASHING UPUNDER PREVIOUSLYINSTALLED STEP FLASHING

ROOF FINISH

DIVERTER FLASHING

EDGE 'DRIP' FLASHING

GUTTER

BRICK VENEER

NOT TO SCALE3A5.1

TYP. KICK-OUT FLASHING DETAIL

1 1/2"=1'-0"4A5.1

TYPICAL EAVE SECTION @ BRICK VENEER 1 1/2"=1'-0"5A5.1

TYPICAL EAVE SECTION @ STONE VENEER 1 1/2"=1'-0"6A5.1

TYPICAL EAVE SECTION @ SIDING

1 1/2"=1'-0"7A5.1

TYPICAL RAKE SECTION @ BRICK VENEER 1 1/2"=1'-0"8A5.1

TYPICAL RAKE SECTION @ STONE VENEER 1 1/2"=1'-0"9A5.1

TYPICAL EAVE SECTION @ SIDING

PROJECT #: 15006

PERMIT SET

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-(5'-1 1/2")T.O. FTG. @ GAR.(VERIFY W. SOIL)

EQ. 8" EQ.

1'-9"

-(1'-1 1/2")T.O. FDN., TYP.

(0'-0")T.O. FIRST FLR.RGH. SUBFLR.

WORKPOINT

C

F FLASHING & WEEPS

F

F FASCIA

G

G GUTTER & FLASHING

H

12" sht'g.

312" stud

+(10'-1 1/8")T.O. SECOND FLR.RGH. SUBFLR.

8"

4'-0

" p

our

12

varies

10'-11

8"

TYP

. R

GH. G

AR

AG

E P

LATE H

T.

AB

OVE T

.O. FOUND

ATIO

N(2

X4'S

@ 12"

O.C

.)

F FLASHING & WEEPS

438"± brick veneer

& airspace

FFASCIA & TRIM

G

GGUTTER & FLASHING

H

1'-25

8"

D

FFLASHING & WEEPS

F

6'-10

1 2" T

YP

. R

GH. HD

.HT. @ S

ECOND

FLR

.

8'-11

8"

TYP

RG

H P

LATE

HT. @ S

ECOND

FLR

.

34"

SUB

FLO

OR

111 4"

1'-25

8"

D

FFLASHING & WEEPS

9'-11

8"

TYP

. R

GH. P

LATE

HT. @ F

IRST F

LR.

34"

111 4"

10"

CON. HD

R.

112"

7'-1

01 2"

TYP

. R

GH H

D.

HT. @ F

IRST F

LR.

9'-0

"

ALLEN BLOCK EGRESSWINDOW WELL AS

REQUIRED BY GRADE

2'-6" MIN.

3"MIN. TYP.

1'-6"

MAX. TYP

.

(VAIR

ES P

ER

GR

AD

E)

4"

3'-0"

4'-0

" RG

H O

PN'G

.(V

ER

IFY W

/ UNIT S

ELE

CTIO

N)

SEE FOUNDATION PLAN &TYPICAL SECTIONSFOUNDATION INFORMATION.

3'-2

"M

AX R

GH. SILL

HT.

5'-0

" R.O

.

1 12 "

914 "

11 34 "

RG

H.34 "

512 "

11 14 "D

W.

312 "

34 " W

D.

SEAT

+(6'-10 1/2")ABV. 2ND FLR.SUBFLOOR

+(7'-0")BTM. RGH. HDR.ABV. 2ND FLR.SUBFLOOR

+(18'-1 5/8")T.O. GUTTER BD.

FYPON BKT 12X12X4-7XDECORATIVE BRACKET (OR SIM.)

AZEK AZK-6930 HIST.SILL OVER 1X12 TRIM(WRAPS ALL (3) SIDESOF BAY)

1X4 TRIM(RIPPED TO FIT)

bedroom#2

8'-1 18 "

2ND

FLR

. RG

H. P

LATE H

T.

GABLE END TRUSS


SOLID BLOCKING WITHIN4" OF FLOOR JOISTS,TOP & BOTTOM

(2) 1-3/4 x 7-1/4 lvlheader

SIMPSON LUS212 HANGER@ EA. JOIST BRG.LOCATION - FRONT WALL,CLARIFY W/ ARCHITECT.

2X12 RIM JOIST ATTACHEDTO STUDS W/ (3) 14" X 5"SIMPSON SDS WOODSCREWS @ 16" O.C.

simpson h2.5a @ ea. stud & ea. 2x10

arch trim betweenwindow head andarch soldier course

R6'-3

1 2"

71 4"

MIN.

634"

ARCHED BRICK SOLDIER COURSE.COORDINATE WITH SELECTED STONEMANUF.

A6.03/4"=1'-0"1A6.0

TYP. HOUSE WALL SECTION

FOUNDATION / FOOTING - SEE A 3.1

BASEMENT FLOOR SLAB - SEE A 3.1

GARAGE FLOOR SLAB

· POURED FLATWORK TO BE SEPARATED FROM CONCRETE FOUNDATION WALLSWITH WITH A BOND BREAKER MATERIAL (ie. BUILDING FELT OR SIMILAR).

· 5" THICK 4,000 PSI (NO FLY ASH) POURED CONCRETE STRUCTURAL SLAB W/#4 REBAR AT 18" O.C. EACH WAY. REBAR DOWELLED INTO FOUNDATION WALL(4" MIN. EMBEDMENT).

· 6" (MIN.) THICK BED OF WASHED GRAVEL FILL (34" DIA.)· 6-MIL VAPOR BARRIER OVER VIRGIN SOIL.· TERMITE TREATMENT PER GENERAL NOTES

FLOOR

· 34" APA-RATED STURDI-FLOOR OR ADVANTECH T&G SUBFLOOR GLUED &

SCREWED AS PER A.P.A SPECIFICATIONS. EDGES GROUND ON ANAS-NEEDED BASIS.

· 2x12 WOOD FLOOR JOISTS AT 16" O.C. (HOLD OUTSIDE OF BAND BOARDBACK TO ALIGN WITH OUTSIDE FACE OF STUD).

· PROVIDE SIMPSON H2.5A ANCHORS AT EACH WOOD JOIST BEARINGLOCATION WHERE JOIST IS CANTILEVERED BEYOND SILL PLATE.

· BRIDGING AT 6'-0" O.C. MAXIMUM· FRICTION FIT R-30 BATT UNFACED INSULATION AT THE RIM JOIST.

INTERIOR WALLS / PARTITIONS

· 2x4 STUDS AT 16" O.C. (SEE FLOOR PLANS FOR SPECIFIC STUD SIZE)· 1

2" GYPSUM BOARD FINISH - BOTH SIDES.· PROVIDE R-13 SOUND ATTENUATION BATTS AROUND BATHROOMS AND

BEDROOMS - VERIFY w/ OWNER.

EXTERIOR WALL - WOOD STUDS W/ BRICK VENEER

· WOOD TRIM PER 06225.01. AND AS SHOWN ON ELEVATIONS - PRIMED ONALL SIDES. ALL CUTS RE-PRIMED PRIOR TO INSTALLATION.

· 4" FACE BRICK AT CAVITY WALL CONSTRUCTION.· GALVANIZED TIES AT 16" O.C. HORIZ. AND 24" O.C. VERT. (R703.7.4.1).

ADD'L GALVANIZED TIES TO BE PROVIDED AROUND PERIMETER OF ALLOPENINGS IN VENEER: 36" O.C. MAX. SPACING, 12" (MAX.) FROM EDGE OFOPENING (R703.7.4.1.1).

· WEEP HOLES AT 24" O.C. AT BASE OF BRICK ABOVE MORTAR NET ANDBEHIND MAT STONE. MAINTAIN CONT. 1" AIR GAP BETWEEN FACE OFSHEATHING AND BACK OF BRICK.

· "GRACE PERMA-BARRIER" THRU WALL FLASHING (OR EQUIVILENT) AT BASEOF BRICK AND LAPPED OVER TOP OF ANY STEEL LINTEL.

· "MORTAR NET" MESH OVER FLASHING. (SEE GENERAL NOTE 4.3)· 1" NOMINAL WIDE AIR SPACE - MAINTAIN MIN. 34" ACTUAL CLR. AIR GAP

BETWEEN FACE OF SHEATHING AND BACK OF FIN. VENEER MATERIAL.· TYVEK DRAIN WRAP WRAP, LAP OVER ANY "PERMA-BARRIER" FLASHING.

INSTALL PER MANUFACTURER'S SPECIFICATIONS.· 1

2" PLYWOOD SHEATHING, LAP MINIMUM OF 3" TOP AND BOTTOM BEYONDWALL ONTO BAND BOARD TO PROVIDE NAILED CONNECTION FROM FLOORTO FLOOR. NAIL EDGES AT 6" O.C.

· HOLD SHEATHING 12" ABOVE T.O. FOUNDATION.· 2x4 WOOD STUDS AT 16" O.C., UNLESS NOTED OTHERWISE.· KRAFT PAPER FACE BATT INSULATION AS REQUIRED BY CODE. DO NOT

INSTALL POLY VAPOR BARRIER.· 1

2" DRYWALL.

SOFFIT

· METAL GUTTER APRON FLASHING OVER ICE AND WATER SHIELD INTO CONT. 6"OGEE PREFINISHED ALUMINUM GUTTER.

· 1x8 GUTTER BOARD OVER CONTINUOUS 2x NAILER.· TURN DOWN "GRACE ICE AND WATER SHIELD" OVER CONTINUOUS 2X NAILER

AND BEHIND GUTTER BOARD.· 1

2" MDO PLYWOOD SOFFIT BOARD.· 2" CONTINUOUS SOFFIT VENT W/ INSECT SCREEN.

ASPHALT SHINGLE ROOF

· ASPHALT-FIBERGLASS DIMENSIONAL SHINGLES.· ONE LAYER #15 ASPHALT SATURATED ROOFING FELT (EXCEPT AS NOTED

BELOW).· "GRACE ICE AND WATER SHIELD" AT ALL VALLEYS AND AT EVERY EAVE TO

AT LEAST 2'-0" (2 ROLLS) INSIDE THE EXTERIOR WALL. WRAP DOWN OVERCONTINUOUS 2X NAILER.

· 7/16" OSB SHEATHING WITH PLYCLIPS.· 2x WOOD RAFTERS AT 16" O.C. OR PRE-ENGINEERED WOOD TRUSSES @ 24"

O.C. (SEE ROOF PLAN).· PROVIDE SIMPSON H2.5A ANCHORS AT EACH WOOD RAFTER OR TRUSS

BEARING LOCATION.· BLOWN OR BATT INSULATION AS REQUIRED BY CODE.· CONTINUOUS EAVE BAFFLES AS REQUIRED TO MAINTAIN 1" MINIMUM AIR SPACE.· CONTINUOUS SHINGLE-OVER VENT AT RIDGES.· NO VAPOR BARRIER AT CEILING.· 1

2" THICK DRYWALL (58" OVER TRUSSES AT 24" O.C.)

NOTE:1. ALL TRUSS DIMENSIONS TO BE VERIFIED BY CONTRACTOR AND TRUSS

COMPANY PRIOR TO FABRICATION2. SET OF STAMPED ENGINEERED TRUSS PROFILE DRAWINGS TO BE PROVIDED

TO ARCHITECT PRIOR TO FABRICATION.3. CONTRACTOR TO PROVIDE SET OF STAMPED ENGINEERED TRUSS PROFILE

DRAWINGS TO FIELD INSPECTOR ON SITE AT TIME OF ROUGH FRAMINGINSPECTION.

4. REFER TO GENERAL NOTES SECTION 06150.01 FOR FULL TRUSSSPECIFICATIONS.

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BEDROOM #2 BAY WINDOW SECTION

SEE SHEET A 3.1

SEE SHEET A 3.1

my current studio work is an exploration of tectonics - iterative processes began with

vacuum sealed tops, milled bottoms, and 3d prints modeled from rhino - forms were

created through the use of sketch diagrams and topographic plans

tectonicprograms

5

P. 0

1/2”0”

P. 2bend, pull, rotate

1/2”0”

P. 1rotate, bend, twist

1/2”0

P. 3rotate, twist, pull

1/2”0”

P. 4bend, pull, rotate

1/2”0”

P. 5rotate, bend, open

1/2”0”

TITUS THE TORTOISE: MASTER OF LIGHTTitus uses his small size and quiet nature to sneak into spaces. His head light has the

ability to move from his shell to a vertical position above his head. The light can capture any lights with in the space and turn the room to darkness. The room can then only be brightened by Titus’s light. His tail has the ability to unwind and become longer to grab


p.0original

p.3rotate. twist. pull.

p.1rotate. bend. twist.

p.4bend. pull. rotate

p.2bend. pull. rotate.

p.5rotate. bend. open.

TITUS THE TORTOISE: MASTER OF LIGHTTitus uses his small size and quiet nature to sneak into spaces. His head light has the

ability to move from his shell to a vertical position above his head. The light can capture any lights with in the space and turn the room to darkness. The room can then only be brightened by Titus’s light. His tail has the ability to unwind and become longer to grab


use the combination of two objects , kinetic tools, that can be positioned together to

create a beast - renderings produced with rhino, photoshop, and illustrator

thebeast

6

Dr. Guldal’s

PeaceTherapeutic Quality

Sacramental Copal

Organic or Wild Crafted Essential OilIngredients: Pure Liquid Copal of Frankincense, Lime, Orange, Balsam of Peru, Sandalwood, Patchouli, Blue Tansy, White Grapefruit, & Ylang Ylang in a base of Fractionated Coconut Oil.

Caution:Keep out of the reach of children.

InnerPeace Products.

WWW.INNERPATHICPROCESS.COM

Nemenhah Certified for the use as aCeremonial Sacrament in traditional

Native American Healing.

Governing Law NAFERA

15 mL

used dr. guldal caba’s unique style and methodology to create a logo that best

represented her personal products and herself as a brand - in process updating

collaborated with the 2015 CRAN awards graphic chair, Brian Swieterman,

to produce poster and other graphs for awards banquet

graphicsand branding

7

2015 CRAN Awards Presenting Sponsor

2015 AIA Cincinnati Title Sponsors

2015 CRAN Awards Gold Sponsors

2015 CRAN Awards Silver Sponsors

2015 CRAN Awards Bronze Sponsors

Architectural Landscape DesignBench Made WoodworkingBona HardwareCrapsey & Gilles Contractors, Inc.

Hamilton Parker CompanyPinnacle EngineeringStewart BuildersTimeless Custom Designs

Abercrombie AssociatesAlluring Glass Bauscher ConstructionBayer BeckerBeauVerre RiordanBromwellsCustom Electronics DesignDallman & BohlGreen Building Consulting

Hyde Park Lumber Keidel SupplyLighting Concepts Nisbet-BrowerOhio WoodworkingPater ArchitecturalPriority OneSims LohmanTracy Meade & Associates

2015 Residential Design Awards

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2015 Residential Design Awards

2015

CRA

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Special thanks to:

2015 CRANawards CommitteeBrad Ewing, CRANawards ChairMcConnell & Ewing Architects, Inc.

Andy CornRWA Architects, Inc.

Page Helmick Architects Plus, Inc.

Stephanie Johnson, CRANawards Co-chairArchitects Plus, Inc.

Brian SchwietermanWiFive Architects

Chris Kepes, CRAN ChairKepes Architecture

Jeffrey A. Sackenheim, AIA PresidentSHP Leading Design

Ken Workman, CRAN Co-ChairRWA Architects, Inc.

Pat Daugherty, AIA Executive Director

8

photography & quick sketches

other works

8

thankyou

allisen hagemeyer portfolio - june 2015

Documents