Allisen Hagemeyer Summer'15 Portfolio
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Transcript of Allisen Hagemeyer Summer'15 Portfolio
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
CH DR.
2868
2868
4060 FIXED
60
68
SLID
ING
6'-0"
3068
GREAT ROOMHARDWOOD
6'-0
34"
3068
ENTRY
2440 SH
COVEREDPORCH
(2) 2640 SH
14'-4"
2868
2868
PK
T
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
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
WALK-IN CLOSETHARDWOOD
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
COPY
RIGH
T 20
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SIGN
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FOR:
04.2
8.20
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ISSU
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BIDD
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BID SET - NOT FOR CONSTRUCTION
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
6'-8" MIN. HEADCLEARANCE
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.
6'-8" MIN. HEADCLEARANCE
2'-0
"
6'-8" MIN. HEADCLEARANCE
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"
EA.
(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
1 2" T
YP
. R
GH. HD
. HT.
@SECOND
FLO
OR
1'-25
8"
9'-11
8"
TYP
. FIR
ST F
LOOR
RG
H. P
LATE H
T.
1'-0
1 16"
8'-11
8"
TYP
. SECOND
FLO
OR
RG
H. P
LATE H
T.
7'-1
01 2"
TYP
. R
GH. HD
. HT.
@FIR
ST F
LOOR
1'-25
8"
+(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
COPY
RIGH
T 20
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SIGN
+ B
UIL
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.10.
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:IS
SUED
FO
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RMIT
3/8"=1'-0"3A6.1 CANTILEVERED FLOOR @ SECOND FLOOR CLOSETS
PARTIAL WALL SECTION
6'-0
34"
5'-0
1 4"
30
40
SH
3060
SH
5068
FREN
CH DR.
2868
2868
4060 FIXED
60
68
SLID
ING
6'-0"
3068
GREAT ROOMHARDWOOD
6'-0
34"
3068
ENTRY
2440 SH
COVEREDPORCH
(2) 2640 SH
14'-4"
2868
2868
PK
T
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
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
WALK-IN CLOSETHARDWOOD
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
COPY
RIGH
T 20
15, W
iFIV
E DE
SIGN
+ B
UIL
D, IN
C. (d
ba. W
iFIV
E ar
chite
cts)
ALL
RIG
HTS
RESE
RVED
. THI
SDO
CUM
ENT
AND
DESI
GN A
RE T
HE P
ROPE
RTY
OF
WiF
IVE
DESI
GN +
BU
ILD,
INC.
AN
D AR
E PR
OVI
DED
SOLE
LY F
OR
USE
BY
THE
OW
NER
OF
THIS
SPE
CIFI
C PR
OJE
CT O
NLY
. THE
REP
RODU
CTIO
N O
R U
SE O
FTH
IS D
RAW
ING
AN
D DE
SIGN
ARE
PRO
HIBI
TED
WIT
HOU
T TH
E EX
PRES
S W
RITT
EN C
ON
SEN
T O
F W
iFIV
EDE
SIGN
+ B
UIL
D, IN
C.
ISSU
E DA
TE:
A N
EW C
UST
OM
RES
IDEN
CE
FOR:
04.2
8.20
15:
ISSU
ED F
OR
BIDD
ING
BID SET - NOT FOR CONSTRUCTION
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
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
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
CONTINUOUS P.T. 2X4CLEAT SECURED TO WOODFLOOR JOIST. FIT TIGHT TOWALL SILL PLATE. (ACTS ASFIREBLOCKING AT TOP OFFINISHED BASEMENTWALLS).
2'-0"FOOTING WIDTH
CONCRETEFLR. SLAB
B
FDN. DRAIN a
CONTINUOUSFOOTING REINF.
a
FOOTINGa
FOOTINGa
a
10"
a.p.a. rated sturd-i-floor20" o.c. t&g exposure i
CONTINUOUS 2X4 SILL PLATEWITH (2) 3/8" BEADS OFCONSTRUCTION ADHESIVEAND ANCHOR BOLTS.
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)
APPROX. GRADE(SEE GENERAL NOTEO2524.01 ON A1.0)
APPROX. GRADE(SEE GENERAL NOTEO2524.01 ON A1.0)
2x floor joists
nail subfloor toblocking
a.p.a. rated sturd-i-floor20" o.c. t&g exposure i
2x floor joists
nail subfloor toblocking
2X6 TURNED FLAT @ 48" O.C.ALIGN WITH 2X BLOCKINGAND SPIKE TO PLATE
2x floor joists
nail subfloor toblocking
a.p.a. rated sturd-i-floor20" o.c. t&g exposure i
CONTINUOUS P.T. 2X4CLEAT SECURED TO WOODFLOOR JOIST. FIT TIGHT TOWALL SILL PLATE. (ACTS ASFIREBLOCKING AT TOP OFFINISHED BASEMENTWALLS).
FDN. DRAIN
FOOTING
FDN. DRAIN
CONTINUOUS 2X4 SILL PLATEWITH (2) 3/8" BEADS OFCONSTRUCTION ADHESIVEAND ANCHOR BOLTS.
8"
1'-9"FOOTING WIDTH
CONCRETEFLR. SLAB
a
a
a
B
CONTINUOUSFOOTING REINF.
a
2" COVER
HORIZONTAL WALLREINFORMENT
a
VERTICAL WALLREINFORMENT
a
HORIZONTAL WALLREINFORMENT
a
UNB
ALANCED
FILL 4
'-0
" OR
LESS
4"
FDN. DRAIN
FOOTINGa
CONTINUOUS P.T. 2X4CLEAT SECURED TO WOODFLOOR JOIST. FIT TIGHT TOWALL SILL PLATE. (ACTS ASFIREBLOCKING AT TOP OFFINISHED BASEMENTWALLS).
2'-0"FOOTING WIDTH
CONCRETEFLR. SLAB
B
FDN. DRAIN a
CONTINUOUSFOOTING REINF.
a
a
10"
CONTINUOUS 2X4 SILL PLATEWITH (2) 3/8" BEADS OFCONSTRUCTION ADHESIVEAND ANCHOR BOLTS.
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)
FDN. DRAIN
FOOTINGa
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
CONTINUOUS P.T. 2X4CLEAT SECURED TO WOODFLOOR JOIST. FIT TIGHT TOWALL SILL PLATE. (ACTS ASFIREBLOCKING AT TOP OFFINISHED BASEMENTWALLS).
FDN. DRAIN
FOOTING
FDN. DRAIN
CONTINUOUS 2X4 SILL PLATEWITH (2) 3/8" BEADS OFCONSTRUCTION ADHESIVEAND ANCHOR BOLTS.
8"
1'-9"FOOTING WIDTH
CONCRETEFLR. SLAB
a
a
a
B
CONTINUOUSFOOTING REINF.
a
2" COVER
HORIZONTAL WALLREINFORMENT
a
VERTICAL WALLREINFORMENT
a
HORIZONTAL WALLREINFORMENT
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
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
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
TYPICAL FOUNDATION SECTION
3/4"=1'-0"2AA3.1 STEM WALL WITH BRICK LEDGE
PARALLEL TO FLOOR JOIST FRAMING
TYPICAL FOUNDATION SECTION
3/4"=1'-0"2BA3.1 STEM WALL WITH BRICK LEDGE
PERPENDICULAR TO FLOOR JOIST FRAMING
TYPICAL FOUNDATION SECTION
3/4"=1'-0"3AA3.1 PARTIAL HEIGHT RETAINING WALL
PARALLEL TO FLOOR JOIST FRAMING
TYPICAL FOUNDATION SECTION
3/4"=1'-0"3BA3.1 PARTIAL HEIGHT RETAINING WALL
PERPENDICULAR TO FLOOR JOIST FRAMING
TYPICAL FOUNDATION SECTION
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
TE
1'-25
8"
A7.03/8"=1'-0"1
A7.0
BUILDING SECTION
4A6.0
PROJECT #: 15006
PERMIT SET
COPY
RIGH
T 20
13, W
iFIV
E DE
SIGN
+ B
UIL
D, IN
C. (d
ba. W
iFIV
E ar
chite
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ALL
RIG
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RESE
RVED
. THI
SDO
CUM
ENT
AND
DESI
GN A
RE T
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ROPE
RTY
OF
WiF
IVE
DESI
GN +
BU
ILD,
INC.
AN
D AR
E PR
OVI
DED
SOLE
LY F
OR
USE
BY
THE
OW
NER
OF
THIS
SPE
CIFI
C PR
OJE
CT O
NLY
. THE
REP
RODU
CTIO
N O
R U
SE O
FTH
IS D
RAW
ING
AN
D DE
SIGN
ARE
PRO
HIBI
TED
WIT
HOU
T TH
E EX
PRES
S W
RITT
EN C
ON
SEN
T O
F W
iFIV
EDE
SIGN
+ B
UIL
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C.
ISSU
E D
ATE
:A
NEW
CU
STO
M R
ESID
ENC
E FO
R03
.10.
2015
:IS
SUED
FO
R BI
D05
.10.
2015
:IS
SUED
FO
R PE
RMIT
(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
COPY
RIGH
T 20
15, W
iFIV
E DE
SIGN
+ B
UIL
D, IN
C. (d
ba. W
iFIV
E ar
chite
cts)
ALL
RIG
HTS
RESE
RVED
. THI
SDO
CUM
ENT
AND
DESI
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RE T
HE P
ROPE
RTY
OF
WiF
IVE
DESI
GN +
BU
ILD,
INC.
AN
D AR
E PR
OVI
DED
SOLE
LY F
OR
USE
BY
THE
OW
NER
OF
THIS
SPE
CIFI
C PR
OJE
CT O
NLY
. THE
REP
RODU
CTIO
N O
R U
SE O
FTH
IS D
RAW
ING
AN
D DE
SIGN
ARE
PRO
HIBI
TED
WIT
HOU
T TH
E EX
PRES
S W
RITT
EN C
ON
SEN
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F W
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+ B
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ISSU
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TE:
A N
EW C
UST
OM
RES
IDEN
CE
FOR:
04.2
8.20
15:
ISSU
ED F
OR
BIDD
ING
BID SET - NOT FOR CONSTRUCTION
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"
GABLE END TRUSSSHORTENED FOR
OUTRIGGERS
PRE-ENGINEEREDWOOD TRUSSES @
24" O.C., TYP.
TOE NAILOUTRIGGERS TO
TRUSS TOP CHORD
SIMPSON H2.5A @ EA. OUTRIGGER
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"
GABLE END TRUSSSHORTENED FOR
OUTRIGGERS
PRE-ENGINEEREDWOOD TRUSSES @
24" O.C., TYP.
TOE NAILOUTRIGGERS TO
TRUSS TOP CHORD
SIMPSON H2.5A @ EA. OUTRIGGER
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
1X8 GUTTER BOARD OVERCONT. 2X NAILER
2" CONT. SOFFIT VENT W/INSECT SCREEN OR SIM.
VENTED SOFFIT MAT'L. PERBUILDER'S SELECTION.
1/2" sHEATHING
1'-3"TRUSS RUN
112" CONT.2X NAILER
HEEL H
EIG
HT V
AR
IES
RIS
E V
AR
IES
T.O. GUTTER VARIES SEE ROOF PLAN A5.0
METAL DRIP EDGE &FLASHING INTO ALUM. OGEE
GUTTERS & DOWNSPOUTS
NOTE: PROVIDE BAFFLES WHEREREQUIRED TO MAINTAIN MIN. 1"CLR. AIRSPACE AT UNDERSIDEOF ROOF SHEATHING FORROOF VENTING.
1'-4"RGH. OH.3
4"
1'-358" ±
112"
1X6 FASCIA
12
varies
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.
PRE-ENGINEERED WOODTRUSSES @ 24" O.C.
1/2" sHEATHING
T.O. GUTTER VARIES SEE ROOF PLAN A5.0
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
NOTE: PROVIDE BAFFLES WHEREREQUIRED TO MAINTAIN MIN. 1"CLR. AIRSPACE AT UNDERSIDEOF ROOF SHEATHING FORROOF VENTING.
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
COPY
RIG
HT 2
013,
WiF
IVE
DESI
GN
+ B
UIL
D, IN
C. (d
ba. W
iFIV
E ar
chite
cts)
ALL
RIG
HTS
RESE
RVED
. THI
SDO
CUM
ENT
AND
DESI
GN
ARE
THE
PRO
PERT
Y O
F W
iFIV
E DE
SIG
N +
BU
ILD,
INC.
AN
D AR
E PR
OVI
DED
SOLE
LY F
OR
USE
BY
THE
OW
NER
OF
THIS
SPE
CIFI
C PR
OJE
CT O
NLY
. THE
REP
RODU
CTIO
N O
R U
SE O
FTH
IS D
RAW
ING
AN
D DE
SIG
N A
RE P
ROHI
BITE
D W
ITHO
UT
THE
EXPR
ESS
WRI
TTEN
CO
NSE
NT
OF
WiF
IVE
DESI
GN
+ B
UIL
D, IN
C.
ISSU
E D
ATE
:A
NEW
CU
STO
M R
ESID
ENC
E FO
R03
.10.
2015
:IS
SUED
FO
R B
ID05
.10.
2015
:IS
SUED
FO
R P
ERM
IT
-(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
PRE-ENGINEERED WOODTRUSSES @ 24" O.C.
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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3/4"=1'-0"3A6.0
TYP. FLUSHED BSMT. EGRESS WELL SECTION3/4"=1'-0"4A6.0
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
on to edges and help him move through out the space and find his way in the darkness.
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
on to edges and help him move through out the space and find his way in the darkness.
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
7
2015 Residential Design Awards
2015
CRA
Nawa
rds P
rogr
am
7
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