PROJECT NAME: GRODZKI RESIDENCE · 2x6 interior stud walls typ. @16 o.c. 1/4" pf 2x6 interior stud walls typ. @16 o.c. 11' - 11" 2' - 5 1/2" wheather proof threshold typ. 2 a11 3

DNDN

o oo o o o o o o o

260

' - 0

"

261

' - 0

"

262'

- 0"

263' - 0"

264' -

0"

265'

- 0"

266' - 0"

267' - 0"

268' - 0" 269' - 0" 270' - 0

"

265' - 0"

266' - 0"

267' - 0"

268' - 0"

269' - 0"

270' - 0"

252' - 0"

253' - 0"

254

' - 0

"

255

' - 0

"

256

' - 0

"

257

' - 0

"

258

' - 0

"

259

' - 0

"

260

' - 0

"

261

' - 0

"

262

' - 0

"

263

' - 0"

264

' - 0

"

263' - 0"

264' - 0"

265' - 0"

266' - 0"

267' - 0"

ELLS

WO

RTH

DRIV

E

PROPERTY LINE

DRIVE WAY(PERMEABLE)

PROPERTY LINE

EXIST.UTILITY POLE

N

RETAINING WALL

EXISTING WOOD FENCE

RETAINING WALL

25' - 7 1/4"

13' -

10"

18' -

4"

64' - 11 1/2"

70' -

0 1

/4"

4' -

5 3/

4"

PERMEABLE WALKING PATH

9' -

2 1/

4"

13' -

2"

46' - 8"

19' -

8"11

' - 9

1/2

"

13' - 2" 54' - 11 1/4"

TITTLE:

SHEET NO.

SCALE:

DATE:

DRAWN BY:

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ADD

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PROJECT NAME:

REVISIONSNO.

AS NOTED

EYOB ALEMNEW

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DESIGNED BY:

SEAL:

"PROFESSIONAL CERTIFICATION. I HEREBYCERTIFY THAT THESE DOCUMENTS WERE

PREPARED AND/OR APPROVED BY ME, ANDTHAT I AM A DULY LICENSED PROFESSIONALARCHITECT UNDER THE LAWS OF THE STATE

OF MARYLAND LICENSE NO. 6122-R,EXPIRATION DATE: AUGUST 8, 2012"

PERMIT SET

02 / 28 / 15

SITE PLAN

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GRODZKIRESIDENCE

304

ELLS

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0910

TADEO GRODZKI

3/32" = 1'-0"A01 SITE PLAN

UP

UP

UP

LINE OF FRAMEOF BRIDGEABOVE

PLAN

TER

DRAINPIPE

17 R

ISER

S @

7 1

/2"

LINE OFWALLABOVE

83

86

87

121

134

20' - 11"

29 SF

MECH. ROOM93

211 SF

MECH/ STORAGE94

53 SF

TOILET #298

189 SF

FINISHED STORAGE9913

' - 2

1/4

"5'

- 11

3/4

"3'

- 7

1/4"

PLANTER

3' - 3 1/2"

10' - 0"

DRAINPIPEDRAIN

PIPE

DRAINPIPE

PLAN

TER

PLANTER

17' - 4 1/2"

DRAINPIPE

141

1' -

2"3'

- 6"

8' -

5"

91 SF

LOUNGE128

25 SF

MECH. ROOM136

RETAININGWALL

1A8

2A9

153

LINES OFOPENINGABOVE

WINDOWSABOVELINE OF

WALLABOVE

9' - 7"14' - 7"

10' -

10

1/4"

5' -

5 3/

4"

2' -

8"

1' -

3 1/

2"

15' -

4 1

/4"

5' - 7 1/2"

8' - 6" 8' - 10 1/2"

232 SF

UNFINISHEDSTORAGE

147

161 SF

CORRIDOR #1148 266 SF

IN-LAW SUITE149

41 SF

TOILET #1150

3' -

9 1/

4"

5' - 6"

5' -

6"

3' -

6"

4' -

6"

ELEVATORSHAFT

13' - 2 1/4" 15' - 4 3/4"

2' -

8"

LINES OFOPENING

2A10

STONEVENEERFINISH

SHELF ABV.

12' - 9"

0' -

10"

12' - 10 1/4"

6' -

5"

1' -

3 1/

2" 3' -

6"

1' -

4 1/

4"

1' - 4"

48' -

11

3/4"

4' -

8"

3' -

6"5'

- 6"

3' - 1 3/4"

4' - 1"

1' - 3"

252

1' -

4"

5' -

2"

1' -

2"

1' - 2"

RETAININGWALL

1A11

EXIT LADDER

TRENCH GRATE

2X6 INTERIOR STUDWALLS TYP. @16 O.C.

1/4" PF


11' - 11"

2' - 5 1/2"

WHEATHERPROOFTHRESHOLD TYP.

2A11

3A11

5' -

2"

4' -

6"

3' - 1 3/4"

20' - 6"

STAIR #3

1' - 10" 16' - 2"

3' -

9 1/

2"

24' - 4"

445 SF

UNFINISHEDSTORAGE

163

86' - 9 1/2"

8' - 2"

3' - 2" 17' - 4"

12' -

9 1

/2"

7' -

4 1/

4"

5' - 8 1/2"

3' - 1 3/4" 1' - 4"

22' - 11 1/4"2' - 4 1/2"

6' -

5 1/

4"12

' - 8

3/4

"

WINDOWSABOVE

3' - 2 3/4" 3' - 9 3/4" 3' - 1 1/4" 6' - 6 3/4" 8' - 3 1/2"

1' -

3 1/

2"

1' - 3 1/2" 8' - 6 1/4"

6' - 4"

7' - 11 1/2"

8' - 3 1/4"

1A10

2' -

0"2'

- 0"

2' -

8"5'

- 0"

17' -

7 3

/4"

1' -

4"11

' - 8

"

1A9

6' -

10 1

/4"

1' -

0"

10' - 8 1/2"

1' - 3 1/2"

8' -

7 1/

2"

8' - 9 3/4" 1' - 3"

3' -

6"

3' -

6"

9' -

0"

1' - 3 1/2"

117 SF

ENTRY188

PLANTER

PLANTERABOVE

164167

183

192

18' - 0" 31' - 7 1/2"

2' - 7 1/2" 12' - 9"

14' - 0"

3' - 4 3/4"

1' -

3 1/

2"

24' -

9 1

/2"

4' -

4 1/

2"13

' - 3

1/2

"

LINEOF

WALLABOVE

SHOWER

COUNTER

2' - 0"

6' - 8 3/4"

4A11

5A11

EXPOSED AGGREGATE

EXPOSED AGGREGATE

H.B.

H.B.

H.B.

46' -

9 3

/4"

6' - 4 1/2" 6' - 4 1/2"

8' - 10" 6' - 0" 6' - 1"

2' -

0 3/

4" 2" STONEVENEER TYP.

LINE OFWALLABOVE

1' -

3 1/

2"

10' -

6 3

/4"

8' -

7 1/

2"13

' - 0

"

1' - 3"

3' -

7 1/

2"

2' -

0 1/

2"

7' - 4" 9' - 8" 8' - 3 1/2"

17' - 6 1/2"

2' -

6"

5' - 2"

5' - 3 1/2" 5' - 4 3/4"

1' -

0"4'

- 10

3/4

"

2' - 4"

3' -

7 1/

4"5'

- 6

1/4"

10' -

1 1

/4"

18' -

1"

4' - 6"

1A13

2A13

5' - 9 3/4" 5' - 9 1/2"

4' - 1 1/4" 4' - 1 1/4"

5' -

9 1/

4"

4' -

1 1/

4"4'

- 1

1/4"

1' -

4"2'

- 4

1/4"

2' -

4"3'

- 2

1/4"

4' -

10 3

/4"

3A13

226

29 SF

MECH. CLO.201

257 SF

LOBBY/FOYER205

12 SF

CLO.206

12 SF

CLO.207

2' -

11 3

/4"

215 216

238

2' -

9"4'

- 5

1/2"

3' - 6"

8' - 0"

3' - 5 1/4"

DIS

PLAY

CO

UN

TER

24"x24" LOUVEREDACCESS PANEL

1' - 5 3/4"

4' - 5"

3' -

0"4'

- 6"

1' -

6"

0' -

5 1/

2"

6' - 8 1/4"

4' -

8 1/

2"4'

- 7

1/2"

5' - 9 1/4"

3' - 6 1/2"

11' - 7 1/4"

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TITTLE:

SHEET NO.

SCALE:

DATE:

DRAWN BY:

PRO

JECT

ADD

RES S

PROJECT NAME:

REVISIONSNO.

AS NOTED

EYOB ALEMNEW

LYN

N &

TA

D G

RO

DZK

IR

ESID

ENC

E

DESIGNED BY:

SEAL:




PERMIT SET

02 / 28 / 15

FIRST FLOORPLAN

A1

GRODZKIRESIDENCE

304

ELLS

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TADEO GRODZKI

NOTES

BOTH SPLIT SYSTEM UNITS SHALL BE MINIMUM 22 SEARS, GAS FIRED.

2 2 TON GAS FIRED SPLIT SYSTEM

3 TON GAS FIRED SPLIT SYSTEM3

4 INSTALL HARD-WIRED SMOKE DETECTORS IN ALL SLEEPING ROOMSAND CORRIDORS AND KITCHENS

1/4" = 1'-0"A11 I. FIRST FLOOR PLAN

1

DN

UP

DN

UP

DN

ELEVATORSHAFT

LINE OFWALL ABOVE

LINE OFWALL ABOVE

PLANTERPAD BELOW

BALC

ON

Y

OPEN TOBELOW

5' -

10 1

/2"

96

98

106

107 40 SF

MECH. ROOM77

46' -

11

3/4"

W.

D.

LINE OF BALCONYABOVE

OPENING W/SAFETYRAILING(TYP.)

OPENING

11' -

1"

2' -

8"

3' -

4"5'

- 6"

LINES OFOPENING

5' -

10 1

/2"

REF.

4' -

1 1/

2"

2' - 0"

52 SF

BRIDGE 1132

11' -

7 1

/4"

4' -

6 1/

4"

224 SF

DINING ROOM138

42 SF

TOILET #4140

1A8

2A9

LINE OF WALLABOVE

WINDOWSABOVE

LINE OFWALLABOVE

LINE OFWALL

ABOVE

DW

5' -

8 1/

2"

7' - 0"

DRAINPIPE

DRAINPIPE

6' - 9 3/4" 2' - 9" 1' - 8" 4' - 0" 4' - 5 3/4" 4' - 0"

0' - 8 1/4"

5' - 1 1/4" 4' - 10 3/4"

11' - 3" 18' - 2 1/2"

148 SF

BEDROOM #2151 165

3' -

4"2'

- 4"

3' -

6"

10' - 2" 3' - 0" 4' - 0" 3' - 0" 4' - 2 1/4" 2' - 9 1/2" 3' - 0" 3' - 0" 3' - 0" 2' - 9 1/2"

31 SF

VESTIBULE152

LINE OFPLANTERABOVE

16' -

1 1

/4"

OPENING W/ 3'-4"HIGH KNEE WALL

OPENING

DRAINPIPE

DRAINPIPE

CO

UN

TER

TO

P

KITCHENISLAND

2A10

PRE.

FAB

. STA

IR #

2

CLO

.

1A11

WHEATHER PROOFTHRESHOLD TYP.




2X6 INTERIORSTUD WALLS

TYP. @16 O.C.

13' - 2"

14' - 7" 4' - 3" 5' - 3" 8' - 11"

PERMIABLE WALKING PATH

1' -

3"

1' - 3"

RETAINING WALL

46' -

11

3/4"

2A11

3A11

4' -

6"

5' - 0"

173

5' -

0"

31' - 7 1/4"

3' - 4 3/4"

20' - 6"

7' - 0"

184

186

187

11' - 0 3/4" 6' - 9 1/2" 5' - 7"

188

2' - 7 1/4"

18' - 0 1/4"

2' -

8"

2' - 6" 1' - 6"

(20)

7" R

ISER

S

545 SF

LIVING ROOM165

274 SF

BREAKFAST ROOM166

250 SF

KITCHEN167

22 SF

PANTRY168

70 SF

TOILET #3169

156 SF

BEDROOM #3170

7 SF

CLO.171

7 SF

CLO.172

239 SF

CORRIDOR173

73 SF

LAUNDRY174

5' - 8 1/2"

3' - 2" 1' - 10" 7' - 4 3/4" 8' - 9 1/2"17' - 4" 25' - 7 1/4"

2' -

0"2'

- 0"

24' - 4" 2' - 6 1/2"

7' -

9 3/

4"

89' - 4"

1A10

7' -

6"

12' - 9"

2' - 3 3/4"

1A9

11' - 7 1/4"

6' - 4 3/4"

10' -

7 3

/4"

1' - 3"1' - 11 1/4" 3' - 9 1/4" 7' - 7"

13' - 4 1/4"

1' -

10"

2' -

0"

6' -

7 3/

4"

5' - 8" 3' - 5 1/2" 3' - 1" 4' - 6" 2' - 9 1/2" 5' - 6" 3' - 0"14

' - 1

1/4

"6'

- 5

1/2"

3' -

7 1/

4"

0' - 10"

11' - 1 1/4"

2' - 3 1/4"

12' - 10" 3' - 6 3/4" 6' - 5 1/2" 1' - 6"

4' -

3 1/

4"4'

- 9

1/2"

3' -

0"

11' -

7 1

/4"

11' -

7 1

/4"

6' -

5 1/

4"

12' - 1"

14' -

2 1

/4"

6' -

8 1/

4"

2' - 6 1/2"

OPENING

199

11' -

5 1

/4" 7'

- 4"

6' - 10 1/2"

2' - 0"

2A8

PLANTERPAD BELOW

PLANTER PADSBELOW

LINES OFOPENING

3' - 0"

4' -

7 3/

4"

3' -

3"3'

- 8"

2' -

2 1/

4"3'

- 8"

2' -

4 3/

4"

CO

UN

TER

SHEL

F AB

OVE

LINE OF WALLOPENING ABOVE

3' - 0"

2' - 8 3/4"

RANGE

CO

UN

TER

SHEL

F AB

OVE

205

6' - 0" 5' - 3" 10' - 2" 8' - 0 1/2"

BENCH

5' - 10"

R.D.

R.D.

206

10 SF

CLO.198

5' - 1" 1' - 3" 3' - 8 1/2" 5' - 4" 3' - 8"

3' -

3"3'

- 8"

2' -

2 1/

4"3'

- 8"

2' -

4 1/

2"

5' - 8 1/4" 8' - 7 1/4" 10' - 8 3/4"

5' -

0"2'

- 8"

5A11

DF

DF

DF DF DF

DF

DF

DF

DF

DF

DFOVEN

SHELVING

209

GRAVEL SURFACE

1' -

4"8'

- 6"

1' -

4"11

' - 1

0"

H.B.

H.B.

EXPOSEDAGGREGATE

HIGH IMPACTOUTSULATIONON ALL EFISSURFACES INCONTACT W/BALCONY AREA

DRAINPIPE

2' -

5 3/

4"4'

- 0"

6' - 9 1/4" 5' - 9 1/2"4' - 5 1/4" 4' - 4 1/4"6' - 6 3/4"

7' -

1"7'

- 1

1/4"

DW

CIRCULARCOVER

2' - 8 1/2"221

2' - 8" 8' - 0 1/4"

11' - 0 1/2"

2' - 6 1/2"224STAIR #3

4' -

0 1/

2"4'

- 4

3/4"

0' - 10"

1' -

0"4'

- 8

3/4"

4' -

0"

4' -

8 1/

2"

1A13

2A13

5' -

3"F

TO F

4' -

0 1/

4"

4' - 0"

9' -

5"

5' - 10"

4' - 1 1/4" 4' - 1 1/4"

6' -

2 1/

4"6'

- 2

1/4"

1' - 6 1/4" 1' - 6 1/4"

2' -

7 3/

4"

0' - 10" 8' - 6" 0' - 10"

0' - 10" 4' - 11 1/4"

3' -

0"

0' -

8 3/

4"

0' - 8 3/4"

4' -

0"

3A13

1' -

6"

3' -

0"6'

- 5

1/4"

27 SF

POWDER RM.202

2' -

0"

22715 SF

CLO.203

13 SF

CLO.204 228

2' - 8" 4' - 4 1/2" 3' - 8"

EPPE DECK LANDING

10' - 0"

D.S.

4A9

EPPE DECKING W/ 2X8P.T. JOISTS @12" O.C.

EPPE DECKING W/ 2X8P.T. JOISTS @16" O.C.

1' -

6"

4' -

10"

PLANTER

239

4' - 3 1/2" 4' - 5" 4' - 0 1/2"

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TITTLE:

SHEET NO.

SCALE:

DATE:

DRAWN BY:

PRO

JECT

ADD

RES S

PROJECT NAME:

REVISIONSNO.

AS NOTED

EYOB ALEMNEW

LYN

N &

TA

D G

RO

DZK

IR

ESID

ENC

E

DESIGNED BY:

SEAL:




PERMIT SET

02 / 28 / 15

SECONDFLOOR PLAN

A2

GRODZKIRESIDENCE

304

ELLS

WO

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DR.

SILV

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PRIN

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0910

TADEO GRODZKI

NOTES1 INSTALL HARD-WIRED SMOKE DETECTORS IN

ALL SLEEPING ROOMS AND CORRIDORSADJACENT TO SLEEPING ROOMS. ANDKITCHENS

1/4" = 1'-0"A21 II. SECOND FLOOR PLAN

DN

DN

UP

115

116

117

118

25 SF

CLOSET80192 SF

DEN81

106 SF

WALKIN CLOSET182

126 SF

WALKIN CLOSET283

149 SF

LOUNGE84

9' - 7"

OPEN TOBELOW

OPEN TOBELOW

BALCONY W/WOOD

DECKING

ELEVATORSHAFT

5' - 3 1/4" 4' - 6 3/4"

3' -

7 1/

2"

3' -

8"

90 SF

BRIDGE 2120

4' -

8 3/

4"

OPEN TOBELOW

2' -

0 1/

4"14

' - 2

1/4

"7'

- 4"

143 144

402 SF

CORR. #1130

LINE OFWALL ABOVE

LINE OFWALL ABOVE

PLANTER

1A8

2A9

LINE OFROOFABOVE

LINE OFWALLABOVE

12' -

0 1

/2"

0' -

8 3/

4"

4' -

6"

17' - 0 1/4"

6' - 9 3/4"

1' -

0"

DRAINPIPE

DRAINPIPE

LINE OFWALLABOVE

D.S

R.D

169

2A10

PRE. FAB.STAIR #2

STAIR #3



HIGH IMPACT OUTSULATION WALL UP TO6FT HIGH/REFER MANUFACTURER'S SPEC.

10' - 0 1/2"14' - 6 3/4" 18' - 5 1/2" 11' - 3"

2A11

3' -

4"3'

- 2"

5' -

6"

3' -

11 1

/4"

2' -

4"

191

10' - 8 1/2"

DRAINPIPE

290 SF

MASTER BEDROOM162

6' - 4"

89' - 4"

2' - 2 1/4" 24' - 4" 8' - 2" 2' - 6 1/2"

3' -

2"

3' -

4"

46' -

11

3/4"

4' -

6"11

' - 1

0"11

' - 2

1/4

"7'

- 9

1/2"

7' -

8"2'

- 0"

2' -

0"

5' -

5 1/

2"2'

- 4"

91' - 6 1/4"

10' - 8 1/2" 20' - 5 3/4" 18' - 0 1/4" 31' - 7 1/4" 5' - 8 1/2" 5' - 0"

3' - 1 3/4" 17' - 4" 2' - 8" 6' - 6 3/4" 8' - 9 1/2" 2' - 7 3/4" 13' - 4 1/4" 2' - 2" 13' - 5 1/2"

46' -

11

3/4"

11' -

1 1

/4"

5' -

10 1

/2"

1A10

1' -

4"

2' - 3 3/4"

1A9

23 SF

TOILET #7178

43 SF

TOILET #618220 SF

SHOWER183

3' -

5"

2' -

0"7'

- 1

1/4"

9' - 1"

3' -

8 3/

4"

2' - 5 1/4"

4' - 6 1/2"

3' - 6 1/4"

7' -

3 1/

4"

17' - 4 3/4" 6' - 2 1/4"

4' - 2"

2' -

0"1'

- 6

3/4"

178

3A8

11' - 4 1/2"0' - 8 3/4"

10' - 0 1/4" 3' - 5 1/4"

R.D

LINE OFWALLABOVE

LINE OFWALL ABOVE

9' -

6 3/

4"

15' - 11 1/4"

2' - 2 1/4"

12' -

0 1

/2"

3' -

9 3/

4"

10' -

0 3

/4"

12' - 10 1/2"

4' - 10 3/4"

4' - 6"

3' -

6 3/

4"9'

- 6

3/4"

13' -

0 1

/2"

8' - 7 1/2"

0' -

11 1

/4"

8' -

10"

8' -

0"10

' - 6

1/2

"

H.P.

5' -

8 1/

2"

0' -

8 3/

4"

6' - 6 3/4" 5' - 10 1/4" 4' - 4 3/4" 8' - 4 1/4" 3' - 0 1/2" 3' - 6 3/4"

6' -

0"10

' - 6

1/2

"

5' -

6 1/

2"

1' -

2 3/

4"

7' -

3 1/

4"

6' -

4 3/

4"

3' -

3 1/

4"

203

SHELVING

6' -

11 1

/2"

14' -

1 1

/4"

3' -

10 1

/2"

9' - 6"

138 SF

MASTER BATHROOM

192

3' - 0"

35 SF

SHOWER195

1/4"

SLO

PE

1/4" SLOPE

1/4"

SLO

PE

5A11

23 SF

CLOSET199

DF

DF DF

DF

DF

H.B.

GLASS

6' - 4 1/4" 6' - 4 3/4" 15' - 7"

INSULATEDGLASS BLOCK

KNEE WALL

OPENING W/SAFETYRAILING (TYP.)

LINE OFWALLABOVE

3A9

218

H.B.

222

223

0' - 10"

3' - 0 3/4"0' -

8 1/

2"

2' -

6 1/

4"

UNDERCABINATELIGHTING

6x6 STRUCTURALCOLUMN

4' -

6"

3' -

11 1

/2"

F TO

F

237SHELVING 11 SF

CLO.208

7 SF

CLO.209

207

3' -

7"

3' - 0" 3' - 0"

5' -

6"

0' - 9 3/4"

4' - 0"

9' -

5"

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THIRDFLOOR PLAN

A3

GRODZKIRESIDENCE

304

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0910

Designer

1/4" = 1'-0"A31 III. THIRD FLOOR PLAN

1/4"

SLO

PE

1/4"

SLO

PE

1/4"

SLO

PE

1/4"

SLO

PE

1/4"

SLO

PE

R.D.

TERRACEBELOW

1/4"

SLO

PEALUMINUM

RAILING TYP.

9' -

4"14

' - 2

1/4

"

5' - 0"

20' - 10 3/4" 9' - 4"

4' -

6"

DS.

DS.

1/4"

SLO

PE

1/4"

SLO

PE

R.D.

R.D.

1/4"

SLO

PE

1/4"

SLO

PE

1/4" SLOPE

1/4" SLOPE

16' -

1 3

/4"

14' -

2"

1/4"

SLO

PE

20' - 6" 20' - 7 3/4"

10' -

7"

7' -

4"

DS.

1A8

2A9

12" SOLARTUBE

12" SOLARTUBE

24' - 1"

2' -

4"

2' -

0 1/

4"

5' -

10 1

/2"

DS.

DS.1/4" SLOPE

DS.

DS.

R.D.

1/4" SLOPE

2A10

14' - 7"

3' -

9 1/

2"

9' -

0 3/

4"

19' - 5 1/2"

11' -

9"

3' -

2"

9' - 6"

2A11

1/4"

SLO

PE

4' -

6"

5' - 8 1/2"

PREFAB.TRELLIS TYP.

H.P.H.P.

H.P.

H.P.

ROOF ACCESSLADDER

ROOF ACCESS LADER

PLANTER

46' -

11

3/4"

4' -

0"

91' - 6 1/4"

10' - 8 1/2" 28' - 11 1/2" 5' - 8 1/2"

15' - 6" 13' - 5 1/2"

91' - 6 1/4"

8' - 2" 2' - 6 1/2"2' - 2 1/4" 24' - 4"

4' -

0"

46' -

11

3/4"

3' -

4"

3' -

2"3'

- 4"

5' -

10 1

/2"

11' -

1 1

/4"

2' - 2 1/4"

20' - 6 3/4"

22' -

3 1

/2"

5' - 0"

7' -

4"

1A10

1A9

3A8

13' -

1 1

/2"

20' -

9 1

/2"

7' -

5"

2' - 2"

ALUMINUMRAILING TYP.

3' - 5 1/4"

R.D.

R.D.

DS.

R.D. 1/4"

SLO

PE

R.D.

5A11

1/4" SLOPE

1/4"

SLO

PE

3A9

15' -

4 1

/2"

6' -

10 1

/4" 18" SOLAR

TUBE

18" SOLARTUBE

6' - 4" 6' - 10 1/2"

1/2"

/ 12

"

30"X54" BILCO NG ROOFHATCH/SKYLIGHT

9' - 11"

12" SOLARTUBE

12" SOLARTUBE

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PERMIT SET

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ROOF PLAN

A4

GRODZKIRESIDENCE

304

ELLS

WO

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0910

TADEO GRODZKI

SHEET NOTES1 TAPERED RIGID INSULATION TO BE 4" THICK MINIMUM.

ROOFING MEMBRANE TO BE CERTAINTEED FLISTLASTIC SELF-ADHERING CAP COOLSTAR

2 ROOF SLOPE TO BE 1/4" PER FOOT MINIMUM

3 EMERGENCY OVERFLOW SCUPPERS TO BE 2" MAX. ABOVE ROOF LOW POINT.

4 R.D. = ROOF DRAIN

5 DS. = DOWSPOUT

6 ALL SOLA TUBES TO BE 12" DIAMETER

1/4" = 1'-0"A41 IV. ROOF PLAN

EIFS (DRYVIT)

4" STONE VENEER

EXTERIOR FINISH LEGEND

FIRST FLOOR259' - 0"

SECOND FLOOR269' - 8"

THIRD FLOOR281' - 0"

EIFSEIFS

EIFS

1A8

ROOF PARAPET 2294' - 8"

B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"

263263

263 263 263

2 2 2

262 262262

2

263

61 61C.J. C.J.

C.J.

C.J.C.J.

C.J.

EIFSEIFS

262

2A11

77

C.J. C.J.

C.J.C.J.

EIFS

EIFS

263

261

263 263


4A9



76

82

1A8


B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"

291

C.JC.J

C.J C.JC.J

C.J

C.J

C.JC.J C.J C.J

77

290

284

290

284

290

284

292

4A9

TITTLE:

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WEST &EAST

ELEVATIONS

A5

GRODZKIRESIDENCE

304

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0910

TADEO GRODZKI

1/4" = 1'-0"A51 WEST ELEVATION

1/4" = 1'-0"A52 EAST ELEVATION


T.O. Footing258' - 0"

B.O. Footing257' - 0"





EIFS

EIFS

EIFS

280

2A9



297

281

267

284

275

274

273

B.O. TRUSS 1290' - 0"

B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"

B.O. TRUSS 2291' - 11"

TOP OF DECK280' - 3"

C.J.

EIFS EIFS

EIFS EIFS

C.J.

C.J.

C.J.C.J.

C.J.

C.J.

C.J.C.J.

1A11

240

289

263

2

262286

263

284

263

275

C.J.

C.J. C.J.

C.J.

286

263

245

1A9

C.J. C.J. C.J.

C.J. C.J.

C.J.

284

250250

245 245

245

248 248

245

248

250

245

82

76

245

76

82

C.J.C.J.

C.J.

C.J. C.J.

4A11


5A11

C.J.

EFIS WITH LIMESTONE FINISH

3A9

263

0' - 6"

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NORTHELEVATION

A6

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Designer

1/4" = 1'-0"A61 NORTH ELEVATION









2A9



245

281

263 263

250293 293

263

245

250

2

B.O. TRUSS 1290' - 0"

B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"

B.O. TRUSS 2291' - 11"

280

263

2

263

2

C.J. C.J.

C.J.C.J.

C.J.

C.J.

C.J.

C.J.

C.J.C.J.

C.J.

C.J.

EIFS

EIFS

EIFS EIFS

EIFS

EIFS

C.J.

C.J.

C.J.

1A11

C.J.

1A9

C.J.

C.J.


5A11

3A9

----

EIFS (DRYVIT)

4" STONE VENEER

EXTERIOR FINISH LEGEND

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SOUTHELEVATION

A7

GRODZKIRESIDENCE

304

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0910

TADEO GRODZKI

1/4" = 1'-0"A72 SOUTH ELEVATION






2A9


B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"

1A11

A112

3A11

1A9

252

1' -

10 1

/2"

11' -

4"

1' -

6 1/

4"9'

- 2"

0' -

9 3/

4"2'

- 0"

4' -

4"6'

- 6

1/2"

2' -

8 1/

4"2'

- 0"

8' -

11 3

/4"

1' -

10 1

/4"


5A11

261

263

3A9 1

A13

A94

----


3/4" GYPCRETEOVER 3/4" PLYWOOD

PREFAB. 16"FLOOR TRUSSES

5/8" GYP. BOARD

2X6 TOP PLATE

WOOD DECKING

2X_ SLEEPERS OVERROOFING MEMBRANE

1/2" PLYWOOD

PREFAB 12" FLOORTRUSS @19.2 O.C.

RAILING

(3) 2X6 BLOCKING@RAIL POST 2" EIFS FINISH

1/2" OSB SHEATHING

2X6 PLATE

(2) 2X12 BEAMS

2X6 BLOCKING

(2) 2X6 BLOCKING

2X6 PLATE

5/8" PLYWOOD SHEATHING2" EIFS CEILING

CONC. LINTEL

----



2X6 TOP PLATE

2X6 @16" O.C.

1/2" OSB SHEATING

2" EIFS MEMBRANE

2X6 JOIST (P.T.) @16" O.C.

5/8" PLYWOOD SHEATHING

6" RIGID INSULATION

2X_ SLEEPERS OVERROOFING MEMBRANE

12" PREFAB WEB TRUSS

5X8" GYPSUM BOARD

(2) 2X6 DOOR SILL

1/2" OSB SHEATHING

2" EIFS MEMBRANE

2X6 TOP PLATE

LADDER TRUSS

2X6 PLATE

2X6 TOP PLATE

2X6 @16" O.C.

1/2" OSB SHEATING

2" EIFS MEMBRANE

(3) 2X12 BEAMS

2X6 PLATE

2X6 BLOCKING1/2" CEILING

2X4 PLATE

ALUMINIUM COPING

ALUMINIUM COPING

2X6 PLATE

2X6 PLATE


WATERPROOFING

MEMBRANE

5/8" MARINEPLYWOODSHEATINGAROUNDPLANTER

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LONGITUDINAL& DETAILSECTIONS

A8

GRODZKIRESIDENCE

304

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0910

TADEO GRODZKI

1/4" = 1'-0"A81 BUILDING LONGITUDINAL SECTION

3/4" = 1'-0"A82 SECOND FLOOR BALCONY SECTION

3/4" = 1'-0"A83 SECTION AT THIRD FLOOR PLANTER






1A8


B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"


256

222

256

222

222

256

291

A113

77

1' -

10"

9' -

6"1'

- 6

1/4"

9' -

2"

11' -

0 1

/4"

0' -

9 3/

4"

2' -

0"4'

- 4"

6' -

6 1/

2"11

' - 4

"10

' - 8

"

13' -

8"

3' -

10 1

/2"

6' -

8"3'

- 4"

8' -

0"

1' -

2 1/

2"

263

261

292

1' -

2"

2A13

3A13

0' -

4"






1A8


B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"


222

256

77

6' -

6 1/

2"

10' -

10

1/2"

11' -

4"

6' -

6 1/

2"12

' - 1

0 1/

4"9'

- 2"

1' -

10"

9' -

6"1'

- 6

1/4"

9' -

2"3'

- 8"

0' -

9 3/

4"

2' -

0"

4' -

4"

1' -

8 1/

2"

0' -

9 1/

4"1'

- 8

1/2"

222

222

4' -

8"

0' -

9 1/

4"


1' -

2 1/

2"

A115

2A13

3A13

3' - 8"3' - 8"

0' -

4"2'

- 8"

2' -

10"

0' -

6" 9' - 5"



B.O. TRUSS 1290' - 0"

1' -

2 1/

2"

R-48 RIGID INSULATION

2X6 STUDS @ 24" O.C.

30"x54" BILCO NG ROOFHATCH/SKYLIGHT

30"X54" BILCO LADDERACCESS NB

PLATFORM

3'-0" RAILING


EPPE DECKING W/ 2x8 P.T.FLOOR JOISTS @16" O.C.

BOTTOM OFFOOTING AT 30"BELOW GRADE

TITTLE:

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PERMIT SET

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BUILDINGSECTIONS

A9

GRODZKIRESIDENCE

304

ELLS

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0910

TADEO GRODZKI

1/4" = 1'-0"A92 BUILDING SECTION THROUGH LOBBY

1/4" = 1'-0"A91 BUILDING SECTION THROUGH LIVING-ROOM

1/4" = 1'-0"A93 ROOF HATCH

1/4" = 1'-0"A94 DECK SECTION







B.O. TRUSS 2291' - 11"

16" PRE ENGINEERED WOODOPEN WEB FLOOR TRUSS

12" REINFOCED CONC.FOUNDATION WALL

4" S.O.G w/ WWF1.6X1.6X6"X6" TYP.

4" INSULATION UP TO 4'FROM FOUNDATION

REINF. CONC. FOOTING, SEESTRUCTURAL DRAWINGS

5/8" GYP. BOARD

3/4" GYPCRETE

3/4" T&G SUBFLOOR

1/2" OSB SHEATHING

SINGLEPLY ROOFING MEMBRANE


14" OPEN WEB JOIST

2X6 DOUBLE TOP PLATE

2X12 WOOD TRUSS @ 24" O.C.

5/8" GYP. BOARD

5/8" PAINTED GYP. BD. (TYP.)



FLASHING TYP.W/ WEEP HOLES@ 2' O.C. MIN.

2" STONE VENEER

4" PERFORATEDDRAIN PIPE W/FILTRATION FABRIC

DOWNSPOUT DRAIN PIPE,ELEVATION VARIES, SEE

CIVIL DRAWINGS FORDRAINAGE PLAN

DRAIN GRAVEL WITHFILTRATION FABRIC

TYVEK WRAP TYP.

1/2" OSB SHEATHING

2X6 BOTTOM PLATE

2X6 PLATE

2X6 DOUBLE TOP PLATE

2X6 SILL PLATE

TYVEK WRAP TYP.

2X6 PLATE

1/2" SHEATHING

1/2" OSB SHEATHING TYP.

2X6 WD STUD @16" O.C.

2X6 TOP PLATE

2X6 PLATE

METAL WINDOW SILL

(3) 2X10 HEADERS

1" RIM BOARD

WINDOW, SEE SCHEDULE

SINGLEPLY ROOFINGMEMBRANE

5/8 RF. SHEATHING

PLANTING SOIL

LINE OF ROOF EDGE BEYOND

(3) 1 3/4"X11 3/4" LVL

2X6 PLATE

2X6 WD STUDS @ 16" O.C.

1/2" OSB SHEATHING

SCUPPERDOWNSPOUT

BEYOND

PREFAB. ALUMINUM COPING TYP.

PREFAB. ALUMINUM COPING

CAULKING

2" EIFS W/MIN R-10 TYPICAL/NORMAL IMPACT OMD SYSTEM

2X10 TOP PLATE

WINDOW, SEE SCHEDULE / ELEVATION

WINDOW, SEE SCHEDULE / ELEVATION

2X6 BOTTOM PLATE

SCUPPER DOWNSPOUTBEYOND

2X6 WD STUDS @16" O.C.

R-20 INSULATION

FLASHING TYP.

2X4 @ 24" O.C. W/ R-10RIGID INS.

1/2" PARGING WITHWATERPROOFINGMEMBRANE


DRAIN PROTECTIONBOARD

R-20 INSULATION

2" PRECAST COPINGS

1/2" OSB SHEATHING

2X6 TOP PLATE

2X6 TOP PLATE

DAMP PROOFING MEMBRANEOVER GRAVEL TYP.

FLASHING TYP.W/ WEEP HOLES

@ 2' O.C. MIN.

ALUMINIUM HANDRAIL BEYOND

4" DIA. AIRVENT BEYOND2X4 TOP PLATE

2X4 BOTTOM PLATE

4" CONCRETERAMP

(3) 2x4 TOP HEADERS

8" TAPERED RIGID INS. W/ R-48

(3)2X12 BEAMS

CONCRETE LINTEL

3/8" FIBERGLASS PANEL

2X6 TOP PLATE

2X6 PLATES @ 16" O.C.


2" EIFS W/R10 MIN. TYPICAL/NORMAL IMPACT OMD SYSTEM

2" EIFS W/ R-10 MIN TYPICAL/NORMAL IMPACT OMD SYSTEM

R-20 INSULATION

TYVEK WRAP TYP

METAL WINDOW SILL

2X6 WINDOW SILL

METAL WINDOW SILL

2X6 PLATE

1/2" DRYWALL TYPICAL

WALL BEYOND

----







B.O. TRUSS 1290' - 0"

ROOF DRAIN BEYOND

R-48 TAPEREDRIGID INSULATION

1/2" OSB SHEATHING

SINGLE PLY ROOFINGMEMBRANE

5/8" PLYWOOD RENF. SHEATHING

14" OPEN WEB JOIST

2X6 TOP PLATE

2X6 SILL PLATE


1/2" OSB SHEATHING

2X6 DOUBLE TOP PLATE2X6 STUD @16" O.C.

1" RIM BOARD


PREFAB ALUMINUM COPING TYP.

20" PRE ENGINEERED WOODOPEN WEB FLOOR TRUSS

2X6 BOTTOM PLATES

5/8" GYP. BOARD

3/4" GYPCRETE

3/4" T&G SUBFLOOR

1" RIM BOARD

2X6 TOP PLATE

2X6 TRIPPLE HEADER

METAL SILL

WINDOWS - SEE SCHEDULE


2X6 PLATE

WALL BEYOND

WINDOW, SEE SCHEDULE

16" PRE ENGINEEREDWOOD OPEN WEBFLOOR TRUSS

12" REINFOCED CONCRET FOUNDATIONWALL

1/2" OSB SHEATHING

2X6 BOTTOM PLATE

2X6 STUD @ 16" O.C.

R-20 INSULATION

5/8" GYP. BOARD

3/4" GYPCRETE

3/4" T&G PLYWOOD SUBFLOOR1" LVL RIM BOARD


2X10 TOP PLATE

2X4 @ 24" O.C. W/ R-10 RIGID INS.

4" DIA. AIRVENT BEYOND


2X4 TOP PLATE


4" INSULATION UP TO 4' FROM FOUNDATION


4" PERFORATEDDRAIN PIPE W/FILTRATION FABRIC

DOWNSPOUT DRAIN PIPE,ELEVATION VARIES, SEE

DRAINAGE PLAN


4" S.O.G w/ WWF1.6X1.6X6"X6" TYP.

DAMP PROOFING MEMBRANEOVER GRAVEL TYP.

2X4 BOTTOM PLATE

4" GRAVEL

4" PERFORATEDDRAIN PIPE W/

FILTRATION FABRIC


4" GRAVEL

1/2" PARGING WITHWATERPROOFING

MEMBRANE TYP.

DRAIN PROTECTIONBOARD

12" REINFOCED CONCRETRETAINING WALL


CAULKING

FLASHINGTYP.

2X4 PLATES @ 16" O.C.

1/2" SHEATHING

(5) 1 3/4"X5 1/2" LVL BM

R-20 INSULATION TYP.

1/2" DRYWALL TYPICAL

2X4 PLATE


3/8" FIBERGLASS PROTECTION PANEL TYP.


2X6 PLATE

R-10 MIN INSULATION

R-20 INSULATION

TYVEK WRAP TYP.

TYVEK WRAP TYP.

TYVEK WRAP TYP.

METAL SILL

METAL SILL

(2) 2X6 WINDOW SILL

(2) 2X6 WINDOW SILL

2" STONEVENEER

CONCRETE LINTEL

WALL BEYOND

TITTLE:

SHEET NO.

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EYOB ALEMNEW

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TYPICALWALL

SECTIONS

A10

GRODZKIRESIDENCE

304

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0910

TADEO GRODZKI

1/2" = 1'-0"A102 TYPICAL (2nd) WALL SECTION

1/2" = 1'-0"A101 TYPICAL (1st) WALL SECTION



0' -

8"0' -

4"

4' -

2"3'

- 2"

14' - 7" 3' - 10 1/2"

1' - 2"

2" PRECAST COPING

BOTTOM OF FOOTING @30" MIN BELOW GRADE

TRENCH DRAIN

11' - 2 1/2"

#5 REBAR TYP.

4"SLAB

WWM

0' -

6 3/

4"

7 1/2" RISERSW/ 11" TREADSALM. RAILING

BEYOND

0' -

4"

BOTTOM OF FOOTING @30" MIN BELOW GRADE

0' - 2"

RETAINING WALL

RETAINING WALL 7' -

8 1/

2"

8' -

8"

28' - 10 1/4"

1' -

0"

A114

2A13

3A13

4A9





B.O. TRUSS 1290' - 0"

8' -

11 3

/4"

11' -

4"

10' -

8"

2x6 STUD WALL

ROUGH OPENING

18 RISERS W/10" TREADS

17 RISERS W/10" TREADS

2x6 STUD WALL

2x6 STUD WALL

6 RISERS W/ 10"TREADS

3' - 4"

3A9

PLATFORM

PLASTIC BLOCK SCREEN

ROUGH OPENING

3' - 0 3/4"

3' -

8"





11' -

4"

3' -

0"

(20) 7" RISERSW/ 11" THREADS

(17) 7 1/2" RISERSW/ 11" THREADS

10" CAST IN PLACECONCRETE WALL

10" EIFS WALL

PRE. FAB. STAIR

10' -

8"

2A13

3A13

3' - 8" 3' - 8"

0' -

4"2'

- 8"

3' -

4"

3' - 8" 3' - 8"

2" STONE CAP

4" STONE

6" CONCRETEREINFORCED WALL

14" REINFORCEDCONCRETE WALL

4" GRAVEL

4" PERMEABLECONCRETE PAVER

1" PVC DRAINPIPES @32" O.C.

32" M

IN1'

- 9

1/4"

2' -

2"

4' - 0"

1' -

0"







256

222

256

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256

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1/4" = 1'-0"A111 SECTION AT RAMP

1/4" = 1'-0"A112 STAIR #2 DETAIL

1/4" = 1'-0"A113 STAIR #1 DETAIL

3/4" = 1'-0"A114 RETAINING WALL DETAIL

1/4" = 1'-0"A115 PARTIAL BUILDING SECTION ELEVATION

M M

PLASTICINSERTS BYOWNER

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Window Schedule

Type MarkRough Opening Glazing

Count TypeExteriorGlazing Model Material

InteriorFinish CommentsWidth Height Type

2 4' - 0" 2' - 6" 8 Custom 1 Panel61 4' - 0" 3' - 0" 2 Custom 1 Panel76 3' - 0" 2' - 0" 3 Custom 1 Panel77 3' - 4" 4' - 8 1/4" 2 Glass Block Window82 3' - 0" 6' - 0" 3 Casement156 1' - 0" 0' - 11" 8 SOLATUBE222 2' - 6" 2' - 6" 9 Custom 1 Panel240 4' - 0" 2' - 0" 1 Awning245 3' - 0" 2' - 0" 9 Awning248 3' - 0" 4' - 0" 3 Custom 1 Panel250 3' - 0" 3' - 6" 5 Custom 1 Panel252 3' - 0" 4' - 8" 1 Casement256 2' - 6" 2' - 6" 7 Awning261 4' - 0" 2' - 4" 2 Custom 1 Panel262 4' - 0" 4' - 8" 5 Custom 1 Panel263 4' - 0" 2' - 6" 20 Awning267 3' - 0" 5' - 6" 1 Custom 1 Panel273 5' - 0" 3' - 8" 1 Custom 1 Panel274 5' - 0" 3' - 4" 1 Custom 1 Panel275 5' - 0" 3' - 6" 2 Custom 1 Panel280 4' - 0" 1' - 8" 2 Awning281 4' - 0" 1' - 8" 2 Custom 1 Panel284 5' - 0" 2' - 0" 6 Awning286 4' - 0" 5' - 6" 2 Custom 1 Panel289 4' - 0" 6' - 0" 1 Custom 1 Panel290 5' - 0" 6' - 0" 3 Custom 1 Panel291 2' - 6" 2' - 0" 2 Awning292 2' - 6" 3' - 6" 2 Custom 1 Panel293 4' - 0" 2' - 0" 2 Custom 1 Panel297 3' - 0" 2' - 0" 1 Awning 2 PP298 3' - 0" 2' - 0" 1 Awning

NOTE:

ALL GLAZING TO BE ENERGY RATED.COORDINATE ACTUAL WINDOW DIMENSIONS WITHMANUFACTURER.

Door Schedule

DoorNumber Door Size Level Manufacturer Model Frame Type Fire Rating

DetailsDescriptionHead Jamb Sill

83 36" x 84" FIRST FLOOR86 32" x 84" FIRST FLOOR87 32" x 84" FIRST FLOOR121 36" x 96" FIRST FLOOR134 36" x 84" FIRST FLOOR141 32" x 84" FIRST FLOOR153 30" x 84" FIRST FLOOR164 32" x 84" FIRST FLOOR167 32" x 84" FIRST FLOOR183 36" x 84" FIRST FLOOR192 36" x 96" FIRST FLOOR215 60" x 84" FIRST FLOOR216 60" x 84" FIRST FLOOR226 60" x 84" FIRST FLOOR238 24" x 70" FIRST FLOOR

96 36" x 84" SECOND FLOOR98 30" x 84" SECOND FLOOR106 32" x 84" SECOND FLOOR107 30" x 84" SECOND FLOOR165 36" x 96" SECOND FLOOR173 30" x 84" SECOND FLOOR184 36" x 84" SECOND FLOOR186 30" x 84" SECOND FLOOR187 30" x 84" SECOND FLOOR188 32" x 84" SECOND FLOOR199 76" x 96" SECOND FLOOR205 32" x 84" SECOND FLOOR206 32" x 84" SECOND FLOOR209 36" x 96" SECOND FLOOR221 24" x 84" SECOND FLOOR224 32" x 84" SECOND FLOOR227 48" x 84" SECOND FLOOR228 24" x 84" SECOND FLOOR239 24" x 70" SECOND FLOOR

115 30" x 84" THIRD FLOOR116 32" x 84" THIRD FLOOR117 32" x 84" THIRD FLOOR118 32" x 84" THIRD FLOOR143 32" x 84" THIRD FLOOR144 32" x 84" THIRD FLOOR169 30" x 72" THIRD FLOOR178 32" x 84" THIRD FLOOR191 32" x 96" THIRD FLOOR203 30" x 72" THIRD FLOOR207 30" x 84" THIRD FLOOR218 30" x 84" THIRD FLOOR222 36" x 84" THIRD FLOOR223 32" x 84" THIRD FLOOR237 48" x 84" THIRD FLOOR

LEGEND

DF: UNFINISHED DOUGLAS FURPP: PRIMED PINE

TYPE A TYPE B TYPE C TYPE D

LEGEND

TYPE ATYPE D/ CLR

TYPE AEXTERIOR

TYPE ATYPE ATYPE CTYPE CTYPE ATYPE A

EXTERIORTYPE ETYPE E

TYPE B / 2 DOORS

TYPE ATYPE C

TYPE D/CLRTYPE C

EXTERIORTYPE ATYPE ATYPE BTYPE BTYPE A

EXTERIORTYPE ATYPE A

EXTERIORSHOWER GLASS DOOR

TYPE BTYPE C / 2 DOORS

TYPE C

TYPE CTYPE ATYPE A

TYPE D/CLRTYPE ATYPE A

SHOWER GLASS DOORTYPE A

EXTERIOR

TYPE CTYPE B

TYPE D/FROSTEDTYPE D/FROSTED

TYPE A

TYPE E

SOLID CORE WOODVENEER DOOR

WOOD VENEERLOUVERED

DOOR

WOOD VENEERLOUVERED

DOOR

WOOD VENEERPOCKET &

ELEVATOR DOOR

SLIDING MIRRORDOOR

SHOWER GLASS DOOR

SHOWER GLASS DOOR

SHOWER GLASS DOOR







B.O. TRUSS 1290' - 0"

B.O. TRUSS 2291' - 11"

3A11

1A13

0' -

4"

0' -

4"

4' - 5" 3' - 10" 4' - 6"

3' - 6"

3' -

4"

3' -

4"

3' -

0"

3' -

0"

3' -

4"

7' -

0"4'

- 5

3/4"

A134

3' -

0"

3' -

0"

3' -

0"






B.O. TRUSS 2291' - 11"

3A11

1A13

3' -

4"

3' -

4"

3' - 8" 3' - 8"

0' -

4"

0' -

4"







B.O. TRUSS 2291' - 11"

2A13

3A13

3' - 8" 3' - 8"

0' -

4"

3' -

4"

4' - 0"

3' -

4"

3' -

0"0'

- 4"

7' -

0"1'

- 6"

3' -

0"

3' -

0"

3' -

4"

7' -

3 1/

4"

3' -

0"

3' -

4"

3' -

8 1/

2"

2' -

0"2'

- 0"

2' -

0"2'

- 0"

3' - 9"

3' - 7"

4' - 2"

0' -

6 1/

2"

0' -

4 1/

2"1' - 3"1' - 4"

LED LIGHT

3/4" WOOD FINISH

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1/4" = 1'-0"A132 RAILING SECTION 2



1" = 1'-0"A134 RAILING SECTION DETAIL

PROVIDE STEPLIGHTING ON WALL

WALL SCONCE TYP.

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1/4" = 1'-0"A141 FIRST FLOOR RCP

LEGENDS

SOLAR TUBE

WALL PACK LIGHT/EXTERIOR

VANITY LIGHT

SCONCE

CEILING MOUNT FLOOD LIGHT

STEP LIGHT

CHANDELIER

LED FLOOD LIGHT

RECESSED CAN LIGHT

LED RAILING LIGHT TYP.

LED RAILING LIGHT TYP.

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1/4" = 1'-0"A151 SECOND FLOOR RCP

LEGENDS

SOLAR TUBE


VANITY LIGHT

SCONCE

RECESSED CAN LIGHT

STEP LIGHT

CHANDELIER

LED FLOOD LIGHT

RAILING LED LIGHT

PENDANT LIGHT

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1/4" = 1'-0"A161 THIRD FLOOR RCP LEGENDS

SOLAR TUBE


VANITY LIGHT

SCONCE

RECESSED CAN LIGHT

STEP LIGHT

CHANDELIER

LED FLOOD LIGHT

DNDN

o oo o o o o o o o

253' - 0"

254

' - 0

"

255

' - 0

"

256

' - 0

"

257

' - 0

"

258

' - 0"

259

' - 0

"

260

' - 0

"

261

' - 0

"

262

' - 0

"

263

' - 0

"

264' - 0"

259

' - 0

"

260

' - 0

"

261

' - 0"

262'

- 0"

263'

- 0"

264'

- 0"

265'

- 0"

266' - 0"

267'

- 0"

268' - 0"

269' - 0" 270' - 0

"

264' - 0"

265' - 0"

266' - 0"

267' - 0"

268' - 0"

269' - 0"

ELLS

WO

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DRIV

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PROPERTY LINE

DRIVE WAY ANDPARKING

(PERMEABLE)

PROPERTY LINEEXIST.UTILITYPOLE

N

RETAINING WALL

EXISTING WOOD FENCE

RETAINING WALL

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GRODZKI RESIDENCE

GENERAL NOTESABBREVIATIONS- CONTRACTOR SHALL ADHERE TO ALL CODES, RULES, AND REGULATIONS GOVERNING CONSTRUCTION BUILDING ACCES AND THE USE OF FACILITIES AS SET

BY FEDERAL, STATE, AND LOCAL CODES, BUILDING DEPARTMENT AGENCIES AND THE BUILDING OWNER.

- THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIORTO THE START OF WORK.

- ALL STANDARD CONSTRUCTION SHALL CONFORM TO THE STANDARD DETAILS EXCEPT AS EXPLICITLY SUPERSEDED BY SPECIFIC DETAILS HEREIN.

- CONTRACTOR SHALL COMPLY WITH CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES.

- ALL ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OFPERSONS AND PROPERTY; ALSO DESIGN ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORT, ETC.

- THE CONTRACTOR SHALL WARRANT THAT ALL MATERIALS AND WORKMANSHIP ARE IN COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, AND ALLCHANGES HAVE THE OWNER'S APPROVAL.

- THE CONTRACTOR IS RESPONSIBLE TO COMPARE AND COORDINATE ALL DRAWING FOR PROPER FIT AND ATTACHMENT OF ALL PARTS. DETAILS NOT SHOWN,NOR DETAILED ON DRAWINGS, NOR CALLED FOR IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONSWHICH ARE SHOWN, DETAILED SPECIFICATIONS, OR COMMONLY CONSTRUCTED IN THE INDUSTRY.

- THE CONTRACTOR SHALL EXAMINE ALL CONSTRUCTION DOCUMENTS, SHALL VERIFY CONDITIONS AND DIMENSIONS, CHECK ALL LINES AND LEVELSINDICATED PRIOR TO STARTING WORK. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY REPORT TO THE ARCHITECT FOR CLARIFICATION.

- THE CONTRACTOR SHALL VERIFY ALL MECHANICAL, ELECTRICAL, AND PLUMBING ROUGH IN LOCATIONS FOR ANY SPECIAL EQUIPMENT WITH THE SUPPLIEROF SUCH EQUIPMENT.

- THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THEIR SEPARATE CONTRACTORS SUCH AS WINDOWS, ETC. THE CONTRACTOR SHALL COORDINATE THEINSTALLATION AND REQUIRED CLEARANCES OF THE EQUIPMENTS. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED W/O PRIORAPPROVAL BY THE ARCHITECT OR ENGINEER.

- THE CONTRACTOR OF EACH TRADE SHALL KEEP THE PREMISES CLEAN AT ALL TIMES AND SHALL REMOVE ALL RUBBISH AS OFTEN AS REQUIRED FOR THE CONSTRUCTIONAND FOR CONVENIENCE OF THE OWNER.PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BETAKEN BY THE CONTRACTOR SO AS TO NOT CAUSE ANY MUD, SLIT, OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY.

- ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THESTRUCTURE MAY BE SUBJECTED.

- ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, SHALL BE PRESSURE TREATED.

- ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE OWNER.

- SPRINKLER PLAN TO BE PROVIDED BY CONTRACTOR FOR COUNTY APPROVAL

A.C.T. ACOUSTIC CEILING TILEA.F.F. ABOVE FINISH FLOORALUM. ALUMINUMAGGR. AGRREGATEASPH. ASPHALTBD. BOARDBLDG. BUILDINGB.O. BOTTOM OFBM. BEAMBLK. BLOCKINGCAB. CABINETCEM. CEMENTCER. CERAMICC.J. CONTROL JOINTC.G. CORNER GUARDCLO. CLOSETCLG. CEILINGCLKG. CAULKINGCONC. CONCRETECOL. COLUMNCLR. CLEARC.O. CASED OPENINGC.P. CEMENT PLASTERCTR. CENTERDBL. BOUBLEDIM. DIMENSIONDS. DOWNSPOUTD. DRYER

F.O.F. FACE OF FINISHFT. FOOT/ FEETF.O.S. FACE OF STUDSGALV. GALVANIZEDG.I. GALVANIZED IRONGYP. GYPSUMH. HEIGHTH.B. HOSE BIBH.P. HIGHEST POINTHDWD. HARDWOODIN. INCH(ES)INSUL. INSULATIONLSL. LAMINATED STRAND LUMBERLVL. LAMINATED VENEER LUMBERMAX. MAXIMUMMIN. MINIMUMMECH. MECHANICALMBR. MEMBRANEMFR. MANUFACTURERMISC. MISCELLANEOUSN.T.S. NOT TO SCALEO.C. ON CENTERPSL PARALLEL STRAND LUMBERP.T. PRESSURE TREATEDPREFAB. PREFABRICATEDR.D. ROOF DRAINREINF. REINFORCEDREBAR REINFORCING STEEL BARR.C.P REFLECTED CEILING PLANREF. REFRIGERATOR

R.O. ROUGH OPENINGS.O.G. SLAB ON GRADESQ.FT. SQUARE FOOT/ FEETS.ST. STAINLESS STEELSTL. STEELSTOR. STORAGESTRL. STRUCTURALT&G TOUNG AND GROOVETYP. TYPICALUNF. UNFINISHEDU.O.N. UNLESS OTHERWISE NOTEDV.B. VAPOR BARRIERV.I.F. VERIFY IN FIELDWD. WOODWP. WATERPROOFWRB. WATER RESISTIVE BARRIERWSCT. WAINSCOTW/O WITH OUT

CS-1 COVER SHEET

G1 PERFORMANCE SPECIFICATIONS

C-01 EXISTING CONDITION & DEMOLITION PLAN

C-02 GRADING SWM, E&S CONTROL PLAN

C-03 EROSION & SEDIMENT COTROL DETAILS

A0 SITE PLAN

A1 FIRST FLOOR PLAN

A2 SECOND FLOOR PLAN

A3 THIRD FLOOR PLAN

A4 ROOF PLAN

A5 WEST & EAST ELEVATIONS

A6 NORTH ELEVATION

A7 SOUTH ELEVATION

A8 LONGITUDINAL & DETAIL SECTIONS

A9 BUILDING SECTIONS

A10 TYPICAL WALL SECTIONS

A11 SECTIONS AT RAMP, STAIRS & RETAINING WALL

A12 SCHEDULES

S0.0 GENERAL STRUCTURAL NOTES

S1.0 FOUNDATION PLAN

S2.0 2ND FLOOR FRAMING PLAN

S3.0 3RD FLOOR FRAMING PLAN

S4.0 ROOF FRAMING PLAN

S4.1 WALL BRACING PLAN

S4.2 TYPICAL BRACING DETAIL

S5.0 TYPICAL DETAILS

S5.1 TYPICAL DETAILS

S6.0 FOUNDATION DETAILS

S6.1 SECTION DETAILS

S6.2 FRAMING DETAILS

S6.3 FRAMING DETAILSOWNER:TADEO & LYNN [email protected]

ARCHITECT:TADEO [email protected]

STRUCTURAL ENGINEER:STRUCTURAL ENGINEERING GROUP INC.KAICHEN [email protected]

BIM CONSULTANT:EYOB [email protected]

TRES D ARCHITECTURAL DRAFTING LLCDANIEL BARTOLO [email protected]

CIVIL ENGINEER:BAZIKIAN CONSULTANTS, LTD.RAFIK [email protected]

ARCHITECTURAL SITE PLAN STREET VIEW

ENERGY CONSERVATION ICC INTERNATIONAL ENERGY CONSERVATION CODE 2009

RESIDENTIAL SPRINKLER NFPA 13D/ 2002, COMAR NFPA 13D/ 2007

BUILDING CODE ICC INTERNATIONAL RESIDENTIAL CODE 2009

ELECTRICAL CODE NFPA NATIONAL ELECTRICAL CODE 2008

PLUMBING & GAS CODE WSSC PLUMBING CODE 2008

USE GROUP: RESIDENTIAL GROUP R-5

CONSTRUCTION: TYPE V SPRINKLERED

NOTE: SPRINKLER PLAN TO BE PROVIDED BY CONTRACTOR FOR COUNTYAPPROVAL

DRAWING INDEXBUILDING CODES COMPLIANCELOCATION MAP

PROJECT DIRECTORY

AREA TABULATIONFIRST FLOOR LIVING AREA : 548 SQ FT

SECOND FLOOR LIVING AREA: 2151 SQ FT

THIRD FLOOR LIVING AREA: 1371 SQ FT

TOTAL FINISHED LIVING AREA: 4070 SQ FT

GROSS BUILDING AREA: 5976 SQ FT

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DEMOLITION NOTES:

EXTENT OF DEMOLITION (General): Remove selected areas of existing siteplantings and roots. Remove existing material and products as necessary forinstallation of new work.

PREPARATION (Scheduling): Consult owner in advance of site cleaning soadequate preparation may be made to accommodate new construction operations.Prior to demolition consult with other prime contractors to determine if existingmechanical or electrical work has been disconnected and capped. Do not proceeduntil disconnections and capping has been completed. Make advance preparationsto minimize exposure of building and contents to the elements, interruption ofowner's schedule, and soiling and damage of existing building and contents.

BRACING: Brace and shore up structure as required to prevent damage andmovement.

REPAIRS (Patching): Patch areas disturbed by work. Patch work shall matchexisting work as closely as possible.

CLEANING: Remove debris and unsalvageable materials from site. Portions ofbuilding soiled by work and workmen and occupied by owner shall continuouslybe cleaned by contractor. Restore and clean all existing areas soiled because ofwork operations and workmen.

PROJECT NOTES:

NOTICE COPYRIGHTThese plans are copyright protected as an "architectural work" under Sec. I 02 ofthe Copyright Act , 17 U.S.O. as amended December 1990 and known asArchitectural Works Copyright protection Act of 1990.

These plans are the sole property of Tadeo & Lynn Grodzki (Owners). Anyunauthorized use or reproduction of these plans is prohibited. All sub-contractorsare required to visit the site and inspect the existing conditions prior to submittingproposals. All contracts shall adopt the AlA 201 General Conditions.

Plans shall not be scaled for construction purposes. Dimension lines and notessupersede. Dimensions noted "Verify" shall be verified in the field. Notify theOwner/Architect of any conflicts before proceeding. It is the sole responsibility ofthe General Contractor to ensure that all construction complies with all adoptedbuilding codes (assume min. IRC 2012) and current local code "Amendments" aswell as accepted construction practices. Contractor should expect that drawingsof existing buildings are approximate and field measurements should be taken toverify conditions before proceeding with contracts.

Electrical and Mechanical plans are schematic layouts only. Plumbing Contractorshall advise Owner of water service or sewer hook-up scope issues regardingupgrades or compliance because of this project. All work shall comply with alllocal codes. Plumbing supply lines; copper Type "L", CPVC plastic labeledcertified for potable water, waste lines; PVC (cast iron at acoustic criticalareas). Vents thru the roof shall be routed to the hidden side of the building andconcealed as much as possible.

Use 5/8" Min. gypsum wallboard on ceilings throughout and 5/8" Min. gypsumwallboard on all walls. Partitions labeled "acoustic" shall have wallboard over1/2" resilient channels at 16" O.C. on one stud side and 1/2" sound deadeningboard on the other side. Use acoustic caulk at perimeter of sound deadeningboard prior to finish gyp. wallboard layer. Fill stud cavities with sound battinsulation and use alternating stud spaces when locating all electrical boxes.Gypsum wallboard installed in bathrooms, basements, and wet areas shall be"WR" water resistant. Where ceramic tile is indicated, tile backer board is requiredin place of gypsum waterproof wallboard. Attach with bugle head screws.

Gypsum wallboard shall be painted using one coat of primer and two coats oflatex-based paint (Living Spaces only). Semi gloss finish on all trim andeggshell/velvet on all walls. Colors to be selected by owner.

Where tile and vinyl floors are indicated, Underlayment (in addition to the subfloor) shall be provided as per manufacturers recommendations.

Exterior wall construction shall have a complete cover of"Tyvek" building wrap orliquid applied barrier. (coordinate with door & window penetrations)

Provide method for positive drain away at base of all siding and skin enclosure.(Example: utilize "redundant drainage" spacer system.

Brick (and other veneer masonry) shall utilize "posi-ties" (v-rod with screwattachment) corrugated strap ties are not allowed. All cavity areas behindveneer will use fill material to prevent mortar dropping from clogging positivedrainage to base weep holes at the base flashing.

Provide seamless type prefinished aluminum downspouts where shown exposed.Concealed downspouts shall be of PVC or equal.

Demolition and removal of debris is the responsibility of the Sub Contractor andshall include all related items necessary to complete the work as a final productindicated on plans and specifications.

Approved flashing shall be provided at the top and sides of all windows and doorsopenings, wall and roof valleys and at all roof penetrations. Window and door sillsshall utilize preformed base flashing wrap sealed into the building wrap.

All railings (stair, landing, deck, retaining wall, etc.) shall be installed to withstand alateral force of 50 lbs per linear foot. Handrails shall be continuous and terminate insafety returns posts.

Glazing shall comply with safety glazing and code standards of local authority. EIFS:

Exterior Insulation and Finish System. Polymer-based protective coating 100%pure acrylic resin based materials, mesh, and insulation over back-up membranewith diverter flashings to direct leaked water to the exterior.

Sub contractors shall provide owner and architect with samples, shop drawings orsales brochures of all listed items prior to ordering/installation:

-Louvers and grilles-Plumbing fixtures and faucets-Lighting fixtures and trim-Doors, windows, hardware and trim-Structural beams, trusses, etc.-Finishes: Paint and stain Tile and subfloor Carpet Cabinets and millwork Brick and stone (sample mock-ups) Flooring Special ordered item and accessories

All material substitutions must be requested in writing through the architect.

It is expected that all decisions made regarding materials used in this project willapply the "seven R's" (of Respected, Receive, Reduce, Reuse, Recycle, Restore,Remember). This means the effort shall involve practices of "Green Architecture"with the principle goals of environmental concern being:

-Determine best re-use and proper disposal of demolished items.-Provide preservation of natural resources and habitat.-Reduce toxic substances used.-Lower all operating costs with more use of energy efficient equipment.-Choose building materials composed of recycled and re-used products.-Minimize the impact on the neighborhood and environment. Suggested"sustainable/green" choices include:

Paint: low VOC (volatile organic compounds) for odor specially designed to inhibitthe growth of mildew and formulated with antimicrobial properties.

Carpet: CRI green label plus certified adhesives for low VOC emissions. Cabinets:fabricate with panels of product that carries the SFI label madewith urea formaldehyde free product.

Treated lumber: "ecolife" stabilized and weather resistant pressure treated woodproducts AWPA standardized fully integrated green system.

Reflective plywood: roof sheathing of heat reflective aluminum foil faced

Lumber: all framing lumber to utilize products certified by either ATFS (AmericanTree Farm System), FSC (Forest Stewardship Council), or SFI (SustainableForestry Initiative).

Construction Waste: save wood and gypsum board scraps to be site processedwith a grinder into landscape mulch.

The building in its final and complete form shall ensure against entry of vandals,water, dust, insects, rodents and other vermin.

During construction the affected areas of new and/or existing buildings shall beprotected from the above and heated to min 60 degrees F. This shall be assumedby the owner at "Substantial Completion".

Insulation shall be as follows: See Drawings

Foundation and crawl space insulation shall be 4" rigid fiberglass board adhered tothe inside surface of the foundation wall from crawl space grade to top of sill plate.

Polystyrene insulation will be allowed in lieu of fiberglass only if fire resistantprotection is provided.

Vapor Barriers:

Vapor barrier to be installed on warm surface of exterior walls and ceilingsoverlap min. one stud/rafter space at joints. 10 mil polyethylene installed over allsoil/grade in crawl spaces min 12" overlap at joints (taped joints) and up to sillplate at exterior foundation walls.

10 mil polyethylene installed over granular fill at all concrete slabs. (tape joints)

HVAC: High Efficiency.

Recommendations are requested from contractor. It is the responsibility of themechanical contractor to provide a suitable system design with bid submittal. Allload analysis and heat loss/gain calculation shall be provided by the contractor.

All exhaust fans are to be vented to outside air.

Heated Floor System: Provide electrical cables or preformed mat certified to beused under the finish floor specified. Complete installation to include dedicatedelectrical circuit, thermostat in the room, fasteners, all as designed by themanufacturer.

Smoke Detectors

The contracor shall provide and install hard wired smoke detactors as required bycounty code.

Floor Framing NotesIt is the responsibility of Framing Contractor to provide framing plans andcalculations necessary for building permits and proper layout.Design Loads:

Design strengths: Live Load: 40psf. Dead Load: 10psf.

Common Lumber FB = 1250 psi E = 1,400,000 psi

Laminated Veneer Lumber Fb = 2900 psi E = 1,900,000 psi

All common dimensional lumber shall be No. 2 Spruce/Pine/Fir or better. LaminatedVeneer Lumber specified is ("parallam" parallel strand lumber). Substitutes may beused if they meet the design strengths listed above.

Sill plates shall be "permanent" pressure treated 2x6 (unless otherwise indicated)set on a compressible sill sealer. All lumber in contact with concrete or masonryshall be "permanent" pressure treated. Treatment shall be EPA approved lowtoxicity ACQ, CBA-A, or CA-B alkaline copper quat or azole only. Nails andfasteners shall be stainless steel, joist hangers shall be triple zinc, anchor boltsshall be hot-dipped galvanized, and only copper flashing is allowed.Provide metal cross bridging or blocking at joist mid-span.

Provide new 6x6 columns at all beam bearing locations.Sub floors shall be 3/4" 48/24 CDX Tongue & Groove plywood or ESP"AdvanTech" (OSB not allowed), glued and nailed to joints. Where finishedfloors require a second Underlayment, provide and install such underlayment asdirected by the finished floor manufacturer/supplier. L/480 for floor trusses,L/720 for floors with stone or tile finishes.

Roof Framing Notes:

It is the responsibility of the Framing Contractor to provide framing plans andcalculations necessary for building permits and proper layout.Design Loads:

Design Strengths: Snow Loads 30psf Dead Loads 10 psf

Attic storage live load 20 psf (where indicated) Uplift 10 psf

Common Lumber Fb = 1250 psi E = 1,400,000psi

All common dimensional lumber shall be No. 2 Spruce/Pine/Fir or better.Trusses shall be designed by the truss manufacturer to support the design loadsstated. Provide engineer's certification on shop drawing submittals.

Roof sheathing shall be 5/8" 32/16 CDX plywood with joint clips or blocking.

Exterior Trim:

All exterior trim to be 1x material front and back primed, then painted to matchexisting exterior trim. Minimum installation standards are that all cut joints shall besite primed.

Interior Trim

Match existing as much as possible from standard molding. Stain grade or paintgrade where indicated.

Fasteners:

For all trim and finish materials, coordinate the appropriate fasteners(galvanized/stainless steel/prefinished/aluminum/predrilled/countersunk. Etc.) forweathering conditions and overall long life. Exposed redwood, teak, and cedarmust use stainless steel nails and screws (as concealed as possible). For structuralhangers and clips; only use nails listed in manufacturer's tables.

General Note:

Wall sheathing shall be minimum 5/8" plywood of lengths sufficient to overlap thesill plates for positive tied-down connection to foundations. Providecontinuous connections to roof framing for lateral and uplift resistance. Follow the"Continuous Load Path" method with sheathing installation or metalconnectors. All headers and lintels not indicated on plans are to be assumed asnot having any special loads or conditions. These members and all framing mustbe constructed using accepted carpentry practices. Nailing and fasteners notspecially indicated on plans shall be provided where required to meet currentInternational Residential Code (IRC 2012) Section R602 and local CountyAmendments. Braced Wall Lines are indicated for CS continuous sheathed panel(panel sizes shown) "Method 3" (ABW alternate braced wall with hold-downs,PFG intermittent portal frame at garage, WSP wood structural panel). Wideopening jambs shall be sized portal frame with hold-downs (PFH intermittentportal frame) indicated per [email protected]. Considered to be Exposure B(suburban) or Exposure C (open site with additional20%) wind loading.

Provide wall blocking of 2 x or 3/4" plywood at window and door heads aminimum 6" above head trim and beyond jamb trim for curtain mounting.Provide 2 x blocking between studs at expected locations for grab bars and toiletaccessory mounting.

Foundation Notes:

(See Geotechnical Report)Soil bearing capacity is assumed to be 2000psf.Concrete to be minimum: 2500psi for footings 4000psi for exterior slabs 3000psi interior slabs (steel trowel finish)

New concrete footings are to be pinned to existing footings or foundation wallswhere possible with #4 bars embedded 4" min. into existing foundation, drilled inplace and grout solid.

All new footings to bear on undisturbed soil.

Provide 1/2"anchor bolts embedded into reinforced wall at 32" on center for allplate connections. Provide a minimum of 2 bolts per plates. Install plateson a compressible sill seal insulation.

Reinforcing steel in concrete footings shall have a minimum of 3" coverage onbottom and 2" on sides.

Provide termite treatment for all new foundations while foundation walls are openand prior to backfill. Contact Owner's current company or equal control.Also apply a spray of borate-based treatment to the lower portions of all studwalls at foundation lines.

All basement walls shall have a minimum 4" perforated drain tile surrounded withwashed gravel along base of footings sloped to drain to daylight or sump.Provide wall subsurface drainage fabric board against waterproofing of walls.

Waterproof all basement walls: apply (2) 1/4" coats of cement based pargeand (1) coat of trowelled on bitumous tar plus (1) layer 6-mil polyethylene.

Interior face of masonry walls shall be tooled joints.

Backfill shall not be placed against basement walls until concrete andreinforcing steel is in place and floor deck is installed and anchored toachieve designed stabilization.

All backfill shall be compacted to 90% and placed in maximum 12" lifts.

Provide 6 mil. black plastic ground cover under raised wood deck toprevent weed growth.

For new construction, provide a concrete encased electrode to ground theelectrical service that meets County Code. Min. 20 ft of bare solid copperconductor #4 AWG encased 2" min. in concrete footing run to panel connection.

Door Notes:

Doors are indicated by size and type on the floor plan as:

F =Flush WoodP =Paneled WoodHL =Half-liteFG =Full Glass (I-insulated)BF =BifoldBP =BypassPKT=Pocket DoorsG =GlazedFR =French Door (G - full glazed)TDL=True Divided Lite

Window Notes:

New windows are indicated by size and type on floor plan. New windowmanufacturer shall be selected by owner with insulated frame, suncoat low Einsulated glazing U-.35 min. (or better) as shown on drawings. Color tobe determined. Roto operator awning units with insect screens.

Block all windows at sills and jambs per manufacturer's instructions. Fill voidsbetween the window rough opening and the window unit with fiberglassbatt insulation and apply a perimeter sealant as directed by themanufacturer's instructions.

Caulking and Sealants:

Caulk all joints around openings to provide a watertight and airtight seal. Jointsgreater than 3/8" shall be filled with backup material. Exposed caulkingand sealant shall match in color all abutting material and natural or paintedfinishes.

Documents

PROJECT NAME: GRODZKI RESIDENCE · 2x6 interior stud walls typ. @16 o.c. 1/4" pf 2x6 interior stud walls typ. @16 o.c. 11' - 11" 2' - 5 1/2" wheather proof threshold typ. 2 a11 3