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EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

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Page 1: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage
Page 2: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

EXISTING SITE/ DEMOLITION PLANSCALE: 1/8" = 1'-0"

A1.0

1/8"=1'-0"

SIT

E D

EM

OLIT

ION P

LAN

JM

LINE OF EXISTING RESIDENCETO BE EXPANDED ANDREMODELED

DEMO(E) GUESTHOUSE

N

82.0

DEMO STEPS AND LOWWALLS

DEMO BBQ

DEMOWALKWAYS

DEMODECKS / BENCHES

DEMO STEPSAND LOW WALLS

DEMO STEPSAND LOW WALLS

DEMO STEPSAND LOW WALLS

DEMO PLANTERS DEMO GATE

DEMOWALKWAYS

DEMO LOW WALLS AND WALKWAYS

DEMO GATE

DEMO GATE

DEMOFENCE

DEMO PATIO

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

24-OCT-2018

18.04

AutoCAD SHX Text
UTILITY POLE
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FRONT ENTRY THRESHOLD ELEV.=89.4'
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THRESHOLD ELEV.=90.9'
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BENCH
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BENCH
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WOOD DECK
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LOOSE ROCK WALK
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LANDSCAPING
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LANDSCAPING
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DIRT
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PAVER WALK
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CHIMNEY
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PAVER WALK
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DRAIN OUTLET IN STONE WALL
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WATER METER
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A.C. DRIVEWAY
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A.C. PAVEMENT
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A.C. PAVEMENT
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A.C. PAVEMENT
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A.C. PAVEMENT
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A.C. PAVEMENT
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BRICK
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BRICK
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CONC.
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WOOD
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WOOD
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12"TREE
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20"CYPRESS
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24" CYPRESS
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22"PINE
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18"PINE
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BRICK
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BRICK
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BRICK
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LANDSCAPING
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LANDSCAPING
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DIRT
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SIGN
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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DIRT
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BBQ
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BRICK
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STONE & CONC. WALK IN POOR REPAIR WITH PLANTER HOLES
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DIRT (LIMIT OF CONC. WALK IS APPROXIMATE)
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BENCH
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WOOD
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LOOSE STONES
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20"PITTOSPORUM
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14"HOLLY
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PLANTER
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PLANTER
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GATE
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GATE
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GATE
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GATE
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LOWER LEVEL GARAGE
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SPLIT LEVEL WOOD FRAME HOUSE
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STONE WALK
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STONE WALK
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ONE STORY WOOD FRAME HOUSE
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CRAWLSPACE WELLS & VENTS
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BRICK
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EAST 100.00'
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WEST 100.00'
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SOUTH 80.00'
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NORTH 80.00'
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L O T 2
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L O T 4
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SAN ANTONIO STREET
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(A 50 FOOT WIDE CITY STREET)
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SEVENTH AVENUE
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(A 50 FOOT WIDE CITY STREET)
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NEIGHBORING HOUSE
AutoCAD SHX Text
DIRT
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RAISED CONC. PAD
AutoCAD SHX Text
STONE & CONC. WITH PLANTER HOLES
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L O T 1
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L O T 3
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L O T 6
AutoCAD SHX Text
SET MAG. NAIL & STAINLESS STEEL WASHER STAMPED "CENTRAL COAST SURVEYORS" BENCHMARK ELEV.=86.00'(APPROX. NAVD88)
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92
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91
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84
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84
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90
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87
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91
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90
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88
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91
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93
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91
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90
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90
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90
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89
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89
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89
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89
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88
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88
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87
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87
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87
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87
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86
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86
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86
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85
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85
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85
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85
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84
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84
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83
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83
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83
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82
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82
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81
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81
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81
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81
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81
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7"PITTOSPORUM
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SEVENTH AVENUE
Page 3: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

SITE PLANSCALE: 1/8" = 1'-0"

A1.1

1/8"=1'-0"

SIT

E P

LAN

JM

10'-4

1

2

"

(E

) S

ET

BA

CK

20'-7"

(E) SETBACK

19'-3"

LINE OF EXISTING RESIDENCETO BE REMODELED

LINE OF(E) GUESTHOUSETO BE DEMOLISHED

LINE OF PROPOSED ADDITION / REMODEL

RAM

P D

OW

N

ENTRYPORCH

PATIO

PATIO

WATER

FEATUR

E

TRASH

F.F = 89.50

88.5

90.17

9

0

87

89.0

89.0

UP

89.42

88.5

89.67

N

89.0

16'-7"

8

9

8

8

8

4

8

9

82

(E) STONE RETAINING WALL IN R.O.W.

TO REMAIN

DN

83.0

9

1

90

(E) RETAINING WALLW/ NEW WOOD FENCING6' HIGH ABOVE GRADE

NEW RETAINING WALL(VERIFY TO MATCHEXISTING HEIGHT)WITH NEW WOOD FENCE,6' HIGH ABOVE GRADE

(N) STONE RET. WALLT.O.W. = 86.5'

(N) GRAPE-STAKEGATE

(N) GRAPE-STAKEGATE

(E) RETAINING WALL / FENCING TO REMAIN (REINFORCED AS NECESSARY)

4' 12'8'0'

20'4'8' 2'

9

0

65'-0"±

NEW RETAINING WALL(VERIFY TO MATCH EXISTING )WITH NEW WOOD FENCE,6' HIGH ABOVE GRADE ORMATCH EXISTING HEIGHT

14'-2"

5'-6

1

2

"

(E) STRUCTURE ( GUESTHOUSE)TO BE DEMOLISHED

(E) FLOOR AREA TO BE REMODELED

(N) FLOOR AREA ADDITION

(N) UNDER-FLOOR AREA ( STORAGE), MAX AREAOF 100 SQ. FT. WITH 4 FT. CEILING HEIGHT

(N) PERMEABLE STONE DRIVEWAY

AREA LEGEND:

NOTE:1. ALL ITEMS SHOWN ARE NEW, EXCEPT AS NOTED2. SEE SITE DEMOLITION PLAN FOR OTHER INFORMATION

(E)(E)

(E)

(E) (E)

(E)

(E)

FIRE PIT

20'-1"

REINFORCED (E) GRAPE-STAKE FENCING

89.42

(N) RUBBLE WALL30" HIGH MAX

7" PITTOSPORUMTO BE REMOVED

SAND-SETSTONE

SAND-SETSTONE

EXISTING SITE COVERAGE EXISTINGSQ. FT.

FRONT ENTRY PATIO 777 CONC. RAISED PAD 107 STONE PATIO BY RAISED PAD 230 STONE WALKWAY AT BACK 153 DECK AT BACK 171 SOUTHERN DECK 107 SOUTHERN PATIO 620 HIDDEN" PATIO ANDRETAINING WALL

203

ASPHALT DRIVEWAY 337 GUESTHOUSE WALKWAY 219 GUESTHOUSE DECK 95 GUESTHOUSE STONE PATIO 80TOTAL 3099

FLOOR AREAS:( SQ. FT.)

EXISTING PROPOSEDDEMOLITION

PROPOSEDADDITION

TOTAL

MAIN HOUSE 1985 497 2482GARAGE 478 478GUESTHOUSE 488 488TOTAL FLOORAREA

2473 497 2960

BASEMENT 362 100 100

PROPOSED SITE COVERAGE SQ. FT.

DRIVEWAY 267 ENTRY PORCH AND STEPS 120 SIDE OF HOUSE ENTRY STEPS 48 NEW STONE RETAINING WALL 16 RUBBLE WALLS 115 BEDROOM PATIO #2 136 DINING ROOM PATIO #1 347 STEPPING STONES 41 STONE BORDERS 191 TRASH ECLOSURE + RAMP 119

TOTAL 1400

NOTE:EXISTING SITE COVERAGE WHICH ARE ALLNON-PERMABLE ARE TO BE DEMOLISHED.

(N) MULCH PATIO

(N) SAND-SET PATIO

(N) RUBBLE WALL, 30" MAX HEIGHT

(N) STEPPING STONESDN

DN

DN

86

6'-2"

(N) TURF STRIP

3'-0

"

(N) TRASH ENCLOSURE/ 4' HIGH GRAPE STAKE FENCE

(N)

GR

APESTAKE

FENCIN

GM

ATCH (

E)

OV

ER

NEW

STO

NE

RETAIN

ING

WALL

MATCH (

E)

AD

JACENT

STO

NE W

ALL H

EIG

HT

(E)

GR

APESTAKE F

ENCIN

G T

O R

EM

AIN

(E)

GR

APESTAKE

FENCIN

GTO

REM

AIN

(E) STONE RETAINING WALL IN R.O.W.

TO REMAIN

NEW FLAGSTONESTEPPING STONE

REMOVE(E) ASPHALT APRON

IN R.O.W(SHOWN CROSS-HATCHED)

(N)PLANTINGIN R.O.W.

14'-0"

(N) PERMEABLE STONE DRIVEWAY

3'-0"9'-2"

8

3

90.00

SLOPE

85

85

8

6

8

7

9

1

GRADE @ FOUNDATION88.0'

8

7

AVERAGE GRADE

89 0 x 52 090 1 x 45 4591 2 x 22 44

119 89AVE. GRADE = (89 / 119) + 89 = 89.75'

88

8

8

84.0

85.0 86.5

86.0

4X NAILER

4X4 REDWOOD POST@ 48" O.C. MAX

NEW OR RE-USE 1XGRAPE-STAKE FENCING

CONCRETE FOOTING

1'-0" Ø

2'-0

" 1'-0

"

4'-0

"

4"

SECTION ELEVATION

4X NAILER

4X4 REDWOOD POST@ 48" O.C. MAX

NEW OR RE-USE 1XGRAPE-STAKE FENCING

4" Ø DRAIN PIPE

1'-0

"4"

6'-0

"

FIN. GRADEOR PERMEABLE PAVERS

(E) GRADE

CONCRETE RETAININGWALL

PR

OP. LIN

E

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

SITE FENCE DETAILSCALE: 12" = 1'-0"

SITE RET. WALL /FENCE DETAILSCALE: 12" = 1'-0"

AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
20"CYPRESS
AutoCAD SHX Text
24" CYPRESS
AutoCAD SHX Text
22"PINE
AutoCAD SHX Text
18"PINE
AutoCAD SHX Text
20"PITTOSPORUM
AutoCAD SHX Text
14"HOLLY
AutoCAD SHX Text
EAST 100.00'
AutoCAD SHX Text
WEST 100.00'
AutoCAD SHX Text
SOUTH 80.00'
AutoCAD SHX Text
NORTH 80.00'
AutoCAD SHX Text
SAN ANTONIO STREET
AutoCAD SHX Text
SEVENTH AVENUE
AutoCAD SHX Text
92
AutoCAD SHX Text
91
AutoCAD SHX Text
84
AutoCAD SHX Text
88
AutoCAD SHX Text
93
AutoCAD SHX Text
90
AutoCAD SHX Text
90
AutoCAD SHX Text
89
AutoCAD SHX Text
89
AutoCAD SHX Text
88
AutoCAD SHX Text
88
AutoCAD SHX Text
87
AutoCAD SHX Text
87
AutoCAD SHX Text
86
AutoCAD SHX Text
86
AutoCAD SHX Text
85
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85
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85
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84
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84
AutoCAD SHX Text
83
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83
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83
AutoCAD SHX Text
82
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82
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81
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81
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81
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81
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81
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7"PITTOSPORUM
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SEVENTH AVENUE
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(GARAGE)362
Page 4: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

SITE DRAINAGE PLANSCALE: 1/8" = 1'-0"

A1.3

1/8"=1'-0"

SIT

E D

RAIN

AG

E P

LAN

JM

RAM

P D

OW

N

ENTRYPORCH

PATIO

PATIO

WATER

FEATUR

E

TRASH

F.F = 89.50

85.0

87.0

88.5

90.17

91

9

0

86

88

89.0

85.5

89.0

DN

DN

UP

89.42

88.5

89.67

N

89.0

8

9

88

8

4

8

9

8

7

8

6

82

DN

83.0

9

1

9

0

DN

86.0

90

(E) FLOOR AREA TO BE REMODELED

(N) FLOOR AREA ADDITION

(N) UNDER-FLOOR AREA ( STORAGE), MAX AREAOF 100 SQ. FT. WITH 4 FT. CEILING HEIGHT

(N) PERMEABLE STONE DRIVEWAY

AREA LEGEND:

(E)(E)

(E)

(E) (E)

(E)

(E)

FIRE PIT

89.42

(N) RUBBLE WALL30" HIGH MAX

SAND-SETSTONE

SAND-SETSTONE

(N) MULCH PATIO

(N) SAND-SET PATIO

(N) RUBBLE WALL, 30" MAX HEIGHT

(N) STEPPING STONESDN

DN

DN

8

5

(N) TURF STRIP

(N) PERMEABLE STONE DRIVEWAY

8

3

90.00

SLOPE

CONCRETE SPLASHBLOCKS (SB), TYP

WEEP HOLES

SLO

PE

INFILTRATION TRENCH

MIN. 3"SOLID PIPE

FOUNDATION DRAIN

FOUNDATIONDRAIN CONTRIBUTING AREA SQ. FT.

IMPERVIOUS AREA ROOF 267 ENTRY PORCH AND STEPS 120TOTAL 387

PERVIOUS AREA ( PERMEABLEPAVERS ) DRIVEWAY 267 BEDROOM PATIO #2 136 DINING ROOM PATIO #1 347TOTAL 740

FOUNDATIONDRAIN

MIN. 3"SOLID PIPE

WELL DRAINED COMPACTEDBACKFILL O/TRENCH

INFILTRATION TRENCH

WELL DRAINED COMPACTEDBACKFILL O/TRENCH

INFILTRATION TRENCH

SBSBSB

SB

SB

SB

4X NAILER

4X4 REDWOOD POST@ 48" O.C. MAX

NEW OR RE-USE 1XGRAPE-STAKE FENCING

4" Ø DRAIN PIPE

1'-0

"4"

6'-0

"

FIN. GRADEOR PERMEABLE PAVERS

(E) GRADE

CONCRETE RETAININGWALL

#4 CONT.

GROUT ALL CELLS8"x8"x16" CONC BLK

VAR

IES

1'-8" MIN.

3" CLR

.

BEND ALT. BARS

#4 - CONT.

12" M

IN.

WEEP HOLES@ 48" O.C.

STONE O/1" GROUT

30

" M

AX

DRAIN PIPE

OPEN - GRADED BASEMIN 4" THICK ASTM NO. 57 STONE

BEDDING COURSE 1 1/2" TO 2" THICK

TYPICAL ASTM NO. 8 OR NO. 9 AGGREGATE

PERMEABLE PAVERS MIN. 3 1/8" THICK

IN OPENINGS

(TYP. ASTM NO. 8 OR NO. 9 AGGREGATE)

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

24-OCT-2018

18.04

PERMEABLE PAVERSSCALE: 1" = 1'-0"

RUBBLE / RET. WALL DETAILSCALE: 1" = 1'-0"

RETAINING WALL / FENCESCALE: 1/2" = 1'-0"

INFILTRATION SYSTEMNO SCALE

AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
20"CYPRESS
AutoCAD SHX Text
24" CYPRESS
AutoCAD SHX Text
22"PINE
AutoCAD SHX Text
18"PINE
AutoCAD SHX Text
20"PITTOSPORUM
AutoCAD SHX Text
14"HOLLY
AutoCAD SHX Text
EAST 100.00'
AutoCAD SHX Text
WEST 100.00'
AutoCAD SHX Text
SOUTH 80.00'
AutoCAD SHX Text
NORTH 80.00'
AutoCAD SHX Text
SAN ANTONIO STREET
AutoCAD SHX Text
91
AutoCAD SHX Text
84
AutoCAD SHX Text
88
AutoCAD SHX Text
90
AutoCAD SHX Text
89
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88
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87
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86
AutoCAD SHX Text
85
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85
AutoCAD SHX Text
84
AutoCAD SHX Text
83
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83
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83
AutoCAD SHX Text
82
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82
AutoCAD SHX Text
81
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81
AutoCAD SHX Text
81
AutoCAD SHX Text
81
AutoCAD SHX Text
81
AutoCAD SHX Text
7"PITTOSPORUM
AutoCAD SHX Text
SEVENTH AVENUE
Page 5: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

MAIN LEVEL EXISTING/DEMOLITION PLANSCALE: 1/4" = 1'-0"

N

BASEMENT EXISTING/ DEMOLITION PLANSCALE: 1/4" = 1'-0"

N

GUESTHOUSEDEMOLITION PLANSCALE: 1/4" = 1'-0"

N

DEMOLISH ENTIREGUESTHOUSE,CLEAR TO GRADE

NOTE:DEMOLISH ROOF, INTERIOR WALLS ,LEAVING THE EXTERIOR WALLS,SUB-FLOOR AND FLOOR FRAMING ANDFOUNDATION.

HATCH AREA DENOTES EXISTINGSUBFLOOR / FRAMING ANDFOUNDATION BELOW TO REMAIN

DASHED LINES DENOTEEXISTING INTERIOR WALLS,DOORS, WINDOWS, FIXTURES TOBE DEMOLISHED

PERIMETER FOUNDATION TOREMAIN

INTERMEDIATEFOUNDATION/FOOTING TOREMAIN, NOT SHOWN, FIELDVERIFY

EXTERIOR WALLS TO REMAIN

RETAINING WALL( GARAGE WALLS) TO REMAIN

REMOVE (E)GARAGE DOORSAND PORTION OF WALLAND ROOF ABOVE

REMOVE (E)DOOR

CUT PORTION OF (E)GARAGE WALL

LINE OF WALLABOVE

DEMO(E) ROOF BELOW

JSM

38" = 1'-0

A2.0

EXIS

TIN

G /

DEM

OLIT

ION P

LAN

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

24-OCT-2018

18.04

Page 6: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

A2.1

1/4"=1'-0"

FLO

OR

PLAN

JM

FLOOR PLANSCALE: 1/4" = 1'-0"

F.F. = 89.50'

F.S. = 90.17'

89.50'

88.00'

89.00'

DN

DN

DN

F.F. = 89.50'

N

1

2

3

4

5

6

7

8 9 10

11

12 13

14

15 16

17 18

19

20

21

22

232425

1

3

4

56

7

2

8

910

11 12

13

14

1516

17

18

19

20

21

72'-0"

1'-6" 5'-0" (E) 39'-0"± (V.I.F.) 7'-0" 21'-0"

2'-4"

19'-6"

(E)

45'-10

" ±

( V

.I.F.)

4'-0

"

7'-8

"5'-0

"19

'-6"

13'-8"

72'-0"

14'-8"20'-10"13'-6"14'-6"

(E)1'-6"±(V.I.F)

18'-0

"4'-2"

21'-0

"6'-8"

13'-4" 7'-0" 16'-4"

1'-4

"16

'-10

"1'-4

"

1'-4" 1'-4" 1'-4" 8'-6" 1'-4" 8'-6" 1'-4"

4'-0

"14

'-0

"4'-2"

15'-0

"

3'-8"

2'-6"

5'-8"

3'-8"

7'-4" 8'-8" 5'-6" 7'-10" 15'-0"

13'-0" 4'-4"

2'-0" 3'-6" 5'-8" 10'-4" 14'-4"

2'-2"

1'-0"1'-0"

4'-0

"3'-6"

4'-0

"

3'-8"

7'-1

0"

3'-6"

12'-8"

9'-6

"11

'-6"

2'-10"6'-2"

4'-0"3'-0"

9'-0

"

3'-8"

5'-4"

4'-10

"2'-10

"

10'-4" 5'-0" 1'-0" 12'-10"

6'-3" 5'-2" 6'-0" 5'-2"

5" 4'-10" 12"

7'-4

"

BEDROOM 1PORCH

ENTRY

LIVING

KITCHEN

DINING

STUDY

M. BATHCLOSET

POWDER

M. BEDROOM

GARAGEBATH 2

CLOSET

BEDROOM 2

BATH 1

MUD RM

EXISTING WALL TO REMAIN

NEW FULL HEIGHT WALL

WALL LEGEND:

MECH4'-2"

5"4'-0"

6'-3"

LINEN

MC

MC

MC

5'-0"6'-9"7'-4"

7'-0

"

A

1

A5.1

C

D B

A

2

A5.2

C

D B

3

A5.3D B

A

5

A5.3

C

D B

4

A5.3D B

A

6

A5.3

C

D B

6'-6"

25

25

2525

FIREPLACE

5

6 5

3

3

3'-8"

8

DW

REF

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

Page 7: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

A2.3

1/4"=1'-0"

RO

OF P

LAN

JM

ROOF PLANSCALE: 1/4" = 1'-0"

N

RIDGE

5.5:125.5:12

5.5

:12

2.5

:12

CHIMNEY

GENERAL ROOF INSTALLATION NOTES

1.

2.

3.

4.

5. GUTTER AND DOWNSPOUTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTENINSTRUCTIONS AND SHALL NOT BE LESS THAN 20 OZ. PROVIDE GUTTER EXPANSIONJOINTS PER SMACNA SHEET METAL MANUAL. GUTTERS TO BE 5-inch HALF-ROUNDMINIMUM. INSTALL GUTTER WITH PREMANUFACTURED GUTTER BRACKETS, INSTALLBRACKETS PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE II; ASTM D 2626, TYPE I; ORASTM D 249 MINERAL SURFACED ROLL ROOFING. ONE LAYER OF ASTM D226 TYPE II(#30 FELT) WILL COMPLETELY COVER THE DECK AND BE LAPPED OVER THE HIPS &RIDGES & THROUGH VALLEYS. UNDERLAYMENT WILL BE LAPPED A MINIMUM OF 6 INCHESVERTICALLY (END OR SIDE LAP) AND 2 INCHES HORIZONTALLY. FOR ROOFS WITHSLOPES BETWEEN 3-IN-12 AND 4-IN-12, UNDERLAYMENT MAY BE INSTALLED AS ABOVEOR OVER A SINGLE LAYER OF TYPE 90 GRANULAR SURFACED ASPHALT ROLLROOFING OR TWO LAYERS OF ASTM D226 TYPE II (#30 FELT) INSTALLED IN SINGLEFASHION.

AT THE JUNCTURE OF ROOF VERTICAL SURFACES FLASHING & COUNTER FLASHINGSHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS &SHALL NOT BE LESS THAN 20 OZ. COPPER. VALLEY FLASHING SHALL EXTEND AMINIMUM OF 12-inches FROM THE CENTERLINE EACH WAY & HAVE A SPLASH DIVERTERRIB NOT LESS THAN 1-inch HIGH AT THE FLOW LINE FORMED AS PART OF THEFLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN4-inches. PROVIDE A 36-inch WIDE UNDERLAYMENT OF TYPE I UNDERLAYMENT RUNNINGTHE FULL LENGTH OF THE VALLEY.

NAILS SHALL BE CORROSION RESISTANT AND NOT LESS THAN 11 gauge. 5/16-inch HEADAND OF SUFFICIENT LENGTH TO PENETRATE THE DECK A MINIMUM OF 3/4-inch, ORTHROUGH THE THICKNESS OF THE DECK WHICHEVER IS LESS.

ROOFING SHALL BE TYPE 'A' FIRE-RESISTANT AND SHALL COMPLY WITH ASTM C 1492.

8. PACKAGING FOR ROOFING MATERIALS SHALL BEAR THE MANUFACTURER'S APPROVEDTESTING AGENCY'S LABELS FOR FIELD INSPECTION.

9. SEE SHEET A8.0 FOR ROOF PENETRATION FLASHING REQUIREMENTS.

INSULATION NOTES

1.

ROOF INSULATION: MIN. R-38, BLOWN-IN FOAM INSULATION. INSULATION SHALL MEETASTM E-119 REQUIREMENTS FOR FIRE RESISTANCE IN RESIDENTIAL INSULATION.

REQUIRES NO VENTILATION

WALL INSULATION (TYP. U.O.N.): MIN. R-23 BATTS - FILL ALL WALL CAVITIESCOMPLETELY.LOWER FLOOR WALL INSULATION: MIN. R-9

FLOOR INSULATION: MIN. R-30 BATTS - TYP. FILL ALL CAVITIES COMPLETELY.

INSULATION SHALL BE STATE OF CALIFORNIA, DEPARTMENT OF CONSUMER AFFAIRSAPPROVED.SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

2.

3.

10. INSTALLATION OF ALL ROOFING SYSTEMS SHALL CONFORM TO CURRENT INDUSTRYSTANDARDS.

5.5

:12

5.5

:12

5.5:125.5:12

5.5

:12

5.5

:12

2.5

:12

2.5

:12

5.5:12 5.5:12 5.5:12 5.5:12

2.5

:12

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

Page 8: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

RR

1/4" = 1' -0"

A3.0

EXIS

TIN

G E

LEV

ATIO

NS

(E) MAIN FLOOR F.F. = 89.4'

(E) PLATE HT. = 97.4'

(E) LOWER F.S. = 81.9'

(E) RIDGE HT. = 100.8'

412

412

(E) RIDGE HT. = 99.9'

412

412

412

(E) MAIN FLOOR F.F. = 89.4'

(E) PLATE HT. = 97.4'

(E) LOWER F.S. = 81.9'

(E) RIDGE HT. = 100.8'

412

412

(E) RIDGE HT. = 99.9'

MAIN FLOOR F.F. = 90.9'

(E) PLATE HT. = 98.2'

(E) RIDGE HT. = 100.8'

412

EXISTING WEST ELEVATIONSCALE: 1

4" = 1'-0"

EXISTING SOUTH ELEVATIONSCALE: 1

4" = 1'-0"

EXISTING EAST ELEVATIONSCALE: 1

4" = 1'-0"

EXISTING NORTH ELEVATIONSCALE: 1

4" = 1'-0"

MAIN FLOOR F.F. = 90.9'

(E) PLATE HT. = 98.2'

(E) RIDGE HT. = 100.8'

412

EXISTING NORTH GUEST HOUSE ELEVATIONSCALE: 1

4" = 1'-0"

EXISTING SOUTH GUEST HOUSE ELEVATIONSCALE: 1

4" = 1'-0"

EXISTING EAST GUEST HOUSE ELEVATIONSCALE: 1

4" = 1'-0"

EXISTING WEST GUEST HOUSE ELEVATIONSCALE: 1

4" = 1'-0"

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

24-OCT-2018

18.04

Page 9: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

JM

1/4" = 1' -0"

A3.1

EXTER

IOR

ELEV

ATIO

NS

WEST ELEVATIONSCALE: 1/4" = 1'-0"

SOUTH ELEVATIONSCALE: 1/4" = 1'-0"

T.O.P.= 98.5' @ LIVING RM

T.O.P.= 97.5'

RIDGE= 103.5' ±

2.512

8'-0

"

F.F. = 89.5'

(E) PLATE HEIGHT

WOOD PILASTERWITH STONE VENEER BASE

12" WOOD BAND

8" HORIZONTALBEVELED LAPWOOD SIDING

COMPOSITIONASPHALT SHINGLES

6x12 OUTRIGGER

IRON RAILING

STONE VENEER

(E) PLATE HEIGHT

STONE VENEER

DOULE PANEWOOD WINDOWSBY: "LOEWEN"

RUBBLE WALLSTONE STEPS

9'-0

"

2.512

8'-0

"

125.5

COMPOSITIONASPHALT SHINGLES

8" HORIZONTALBEVELED LAPWOOD SIDING

DOULE PANEWOOD WINDOWS

BY: "LOEWEN"

12" WOOD BAND

STUCCO

9'-0

"

125.5

125.5

9'-0

"

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

Page 10: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

JM

1/4" = 1' -0"

A3.2

EXTER

IOR

ELEV

ATIO

NS

NORTH ELEVATIONSCALE: 1/4" = 1'-0"

EAST ELEVATIONSCALE: 1/4" = 1'-0"

T.O.P.= 99.5'

COMPOSITIONASPHALT SHINGLES

8" HORIZONTALBEVELED LAPWOOD SIDING

DOULE PANEWOOD WINDOWS

BY: "LOEWEN"

2.512

125.5

125.5

125.5

HIGHEST RIDGE= 104.5'

T.O.P.@ GARAGE = 98.17'

GARAGE F.S. = 90.17'

RIDGE @ GARAGE

COMPOSITIONASPHALT SHINGLES

8" HORIZONTALBEVELED LAPWOOD SIDING

WOOD DOORWITH TEMPERED GLAZING

STONE VENEER

STUCCO

WOOD PILASTERWITH STONE VENEER BASE

6x12 OUTRIGGER

WOOD PILASTERWITH WOOD BASE

ROUND WOODGRILLE VENTS

6x12 OUTRIGGER

SECTIONAL WOODGARAGE DOOR

WOOD DOORWITH TEMPERED GLAZING

STONE VENEERDOULE PANE

WOOD WINDOWSBY: "LOEWEN"

8'-0

"

T.O.P.= 98.5' @ LIVING RM

T.O.P.= 97.5'

F.F. = 89.5' (EXISTING)

(E) PLATE HEIGHT

125.5

125.512

5.5

PROPOSED NEW GRADING

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

Page 11: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

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

A3.3

STR

EET E

LEV

ATIO

NS

PROPOSED ELEVATION ALONG SAN ANTONIO AVESCALE: 1/8" = 1'-0"

EXISTING ELEVATION ALONG SAN ANTONIO AVESCALE: 1/8" = 1'-0"

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

AutoCAD SHX Text
SEVENTH AVE
AutoCAD SHX Text
SEVENTH AVE
Page 12: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

A3.4

STR

EET E

LEV

ATIO

NS

PROPOSED ELEVATION ALONG SEVENTH AVESCALE: 1/8" = 1'-0"

EXISTING ELEVATION ALONG SEVENTH AVE

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

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04

AutoCAD SHX Text
SAN ANTONIO AVE.
AutoCAD SHX Text
SAN ANTONIO AVE.
Page 13: EXISTING SITE/ DEMOLITION PLAN - ci.carmel.ca.us · ( garage walls) to remain remove (e) garage doors and portion of wall and roof above remove (e) door cut portion of (e) garage

WINDOW NOTES

A4.1

JM

1/4"=1'-0"

WIN

DO

W &

DO

OR

SCHED

ULE

HEADHEIGHT(ABOVEFIN. FLR.)HEIGHTWIDTH

REMARKSNOTE: ALL OPERABLE CASEMENT TO HAVE INSECT SCREENS

TYPEMARK

NOMINALDIMENSIONS

JAMB SILL

DETAILS

HEAD

WINDOW SCHEDULE - DOUBLE PANE WOOD WINDOWS BY" "LOEWEN"

GLAZINGFRAME(EXT/INT)

GLAZING NOTES:

1. VERIFY ROUGH OPENINGS WITH WINDOW MFR. PRIOR TO FRAMING WINDOW OPENINGS.2. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS

OF GLASS. LABELS MAY BE OMITTED FROM OTHER THAN SAFETY GLAZING MATERIALS UNLESSSPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. TO QUALIFY AS GLASS WITH SPECIALPERFORMANCE CHARACTERISTICS, EACH UNIT OF LAMINATED, HEAT STRENGTHENED, TEMPEREDGLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION OFTEMPERED GLASS SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHENTHE UNIT IS GLAZED.

3. ALL WINDOWS DOUBLE INSULATED CLEAR "LOW-E II", ARGON FILLED.4. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SHALL PASS THE TEST REQUIREMENTS OF

CONSUMER PRODUCTS SAFETY COMMISSION 16-CFR OR BY COMPARATIVE TEST SHALL BEPROVEN TO PRODUCE AT LEAST EQUIVALENT PERFORMANCES. THE FOLLOWING SHALL BECONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING:A. GLAZING IN INGRESS AND MEANS OF EGRESS DOORS.B. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN

SWINGING DOORS.C. GLAZING IN ALL UNFRAMED SWINGING DOORS.D. GLAZING IN DOORS AND TUB ENCLOSURES. GLAZING IN ANY PART OF A BUILDING WALL

ENCLOSING A SHOWER OR TUB COMPARTMENT WHERE THE BOTTOM EDGE OF THE GLAZING ISLESS THAN 60" ABOVE THE DRAIN OUTLET.

E. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THENEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND THEBOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE.

F. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT HAS AN EXPOSED AREA OF ANINDIVIDUAL PANE GREATER THAN 9 sq. ft., THE BOTTOM EDGE LESS THAN 18" ABOVE THEFLOOR, TOP EDGE GREATER THAN 36" ABOVE THE FLOOR, WALKING SURFACES WITHIN 36"HORIZONTALLY OF THE GLAZING.

2. AT DOUBLE PANE WINDOWS WITH OBSCURE GLASS INTERIOR GLAZING CAN BE CLEAR TEMPEREDWITH THE EXTERIOR BEING UN-TEMPERED OBSCURE.

WINDOW NOTES:WINDOWS: ALUMINUM CLAD UNLESS OTHERWISE NOTED.

1. CASEMENT WINDOWS SHALL BE OUT SWING CASEMENT - TYPICAL.2. ALL CASEMENT WINDOWS SHALL PIVOT TO FACILITATE CLEANING THE EXTERIOR FROM THE

INTERIOR.3. ALL DETAILS REFER TO SHEET A4.3 UNLESS OTHERWISE INDICATED.4. CONTRACTOR IS RESPONSIBLE FOR REVIEWING FLOOR PLANS AND EXTERIOR ELEVATIONS FOR

VERIFICATION OF NUMBER & LOCATION OF ALL SASH HERE IN SCHEDULED.5. WINDOW SIZES INDICATED IN WINDOW SCHEDULE ARE APPROXIMATE & MAY BE ALTERED SLIGHTLY

TO MEET MANUFACTURED STANDARD DIMENSIONS. UPON REVIEW AND APPROVAL BY ARCHITECT.6. FOR WINDOW MUNTINS, MULLIONS, SWING HAND OF OPERABLE WINDOWS,.7. CONTRACTOR SHALL VERIFY DIVIDED LIGHT CONFIGURATION & MTR. AVAILABILITY FOR EACH

WINDOW PRIOR TO ORDER.8. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE WINDOW OR EXTERIOR DOOR

APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE OPERABLE FROM THEINSIDE TO A FULL CLEAR OPENING WITHOUT THE USE OF A KEY OR TOOL. WHERE WINDOWS AREPROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE A SILL HEIGHT OF NOT MORETHAN 44 INCHES ABOVE THE FLOOR.

9. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A NET CLEAR OPENING OF5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 1'-8", NET CLEAR OPENINGHEIGHT OF 2'-0" AND MAXIMUM SILL HEIGHT ABOVE FINISH FLOOR SHALL BE 3'-8".

10. SEE SPECIFICATIONS FOR TECHNICAL DATA, FINISHES, HARDWARE, WEATHERSTRIPPING, ETC.11. WALL WIDTHS MAY VARY - VERIFY WALL DIMENSIONS PRIOR TO MANUFACTURING WINDOWS.12. PROVIDE JAMBS EXTENSIONS TO MATCH WALL THICKNESS SHOWN.13. SEE TYPICAL WINDOW FLASHING REQUIREMENTS #/A#.# FOR ADDITIONAL INFORMATION.14. WHEN INSTALLING ALUMINUM OR ALUMINUM CLAD WINDOWS, NO COPPER FLASHING SHALL BE USED;

ONLY A MIN. 16 OZ. G.I. FLASHING SHALL BE USED.15. DETAILS INDICATE FIXED SASH, SEE SCHEDULE & EXTERIOR ELEVATIONS FOR OPERATION.

MAIN

FLO

OR

1

2

3

4

5

6

7

8

9

10

11

12

13

14

16

17

18

19

20

21

22

23

24

25

15

DOUBLEINSULATED

7'-0"4'-6"2'-0" PAINT /STAIN

FIXED

DOUBLEINSULATED

5'-0"2'-0"CASEMENT

DOUBLEINSULATED

5'-0"4'-8"

DOUBLEINSULATED

2'-0"CASEMENT

DOUBLEINSULATED

7'-0"3'-6"2'-0"CASEMENT

FIXED

DOUBLEINSULATED

2'-0"

DOUBLEINSULATED

2'-0"CASEMENT

DOUBLEINSULATED

DOUBLEINSULATED

DOUBLEINSULATED

5'-6"2'-6"

DOUBLEINSULATED

DOUBLEINSULATED

5'-6"2'-6"

DOUBLEINSULATED

5'-0"2'-0"CASEMENT

DOUBLEINSULATED

FIXED

DOUBLEINSULATED

CASEMENT

DOUBLEINSULATED

4'-6"2'-6"

DOUBLEINSULATED

2'-0"CASEMENT

DOUBLEINSULATED

2'-0"

DOUBLEINSULATED

3-PANEL

7'-0"3'-6"

7'-0"3'-6"

5'-0"

2'-0" 7'-0"

7'-0"

7'-0"

7'-0"

FIXED

7'-0"

4'-6"2'-6" 7'-0"

7'-0"5'-0"2'-0"

4'-6"7'-6" 7'-0"

3'-0"2'-0" 7'-0"CASEMENT

4'-6" 7-0"

7-0"

WITH 2'-O"x2'-0" FIXED TRANSOM

WITH 2'-O"x2'-0" FIXED TRANSOM

WITH DOUBLE 2'-O"x2'-0" FIXED TRANSOM

FIXED

3'-6"2'-0"CASEMENT

2'-0"

2'-0"CASEMENT

3'-6"FIXED

3'-6"

7'-0"

7'-0"

7'-0"1'-8" 7'-0"

7'-0"1'-8" 7'-0"

FROSTED GLASS

FIXED

FIXED

DOUBLEINSULATED

DOUBLEINSULATED

FIXED

FIXED SIDELITE WITH TEMPERED GLASS7'-0"1'-8" 7'-0"

7'-0"1'-8" 7'-0"

FROSTED GLASS

DOUBLEINSULATED

2-PANELDOUBLE

INSULATED

3'-0"

FROSTED GLASS

FIXED

DOUBLEINSULATED

SIDELITE WITH TEMPERED GLASS,WITH 1'-8" x 1'-1O" / 2'-10" FIXED TRANSOM

HEIGHTWIDTHREMARKSTYPEMARK

JAMBHEAD

DETAILS

THRESH.THK.CORE FINISH FRAME HARDWARE

DOOR SCHEDULE

MAIN

FLO

OR

1

2

3

4

5

6

7

EXTERIOR S.C. STAINED STAINED

EXTERIOR PR.3'-0" 2-1/4" S.C.

EXTERIOR

EXTERIOR S.C.

EXTERIOR STAINED STAINED WOOD SECTIONAL WITH TEMPERED GLAZING

EXTERIOR STAINED STAINED

EXTERIOR STAINED

DEAD BOLTLOCKSET

LOCKSET

D1 3'-0" 1-3/4"

DOOR TYPES : WINDOW TYPES :

D1 D2 D3 D4A B C D

FLOOR LINE

E F H J

DOUBLE DOOR UNIT WITH TEMPERED GLAZING

CUSTOM DOOR UNIT WITH TEMPERED GLAZING

D3

PR.3'-0" 2-1/4" S.C. LOCKSET DOUBLE DOOR UNIT WITH TEMPERED GLAZING

D2

D4

D3

D2

2'-10"

S.C. STAINED1-3/4"

7'-0" 1-3/4"

D4

2'-10" 7'-0"

WOOD SECTIONAL WITH TEMPERED GLAZING

STAINED STAINED

8'-0" 7'-0"

8'-0" 7'-0"

LOCKSET

LOCKSET

WITH TEMPERED GLAZING

WITH TEMPERED GLAZING

ROLL-UP

ROLL-UP

8

9

10

11

12

13

14

15

16

17

18

19

20

21

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

PR.2'-0" 7'-0" 1-3/4" S.C. PAINTED PAINTED

PR.2'-0" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-4" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-8" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-8" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-4" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-4" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-4" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-10" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-10" 7'-0" 1-3/4" S.C. PAINTED PAINTEDSELF CLOSING, TIGHT FITTING 1-3/8" THICK MIN. SOLID WOODOR 20-MINUTE RATED FIRE ASSEMBLY

2'-10" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-8" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-4" 7'-0" 1-3/4" S.C. PAINTED PAINTED

2'-4" 7'-0" 1-3/4" S.C. PAINTED PAINTED

D5 D6 D7

D6

D6

D5

D5

D5

D5

D5

D5

D5

D5

D5D5

D5

D5

D5

WITH LOUVER

D0

SIDELITE WITH TEMPERED GLASS

SIDELITE WITH TEMPERED GLASS,WITH 1'-8" x 1'-1O" / 2'-10" FIXED TRANSOM

CASEMENT-FIXED-CASEMENT

CASEMENT-FIXED-CASEMENT, WITH 7'-6"x1'-6" FIXED 3-PANEL TRANSOM3-PANELDOUBLE

INSULATED4'-6"7'-6" 7'-0"

CASEMENT-CASEMENT

A

B

C

A

A

A

D

D

A

A

A

A

G

B

H

H

H

H

H

H

F

G

H

J

H

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

PAINT /STAIN

2-PANELG

FROSTED GLASS

STAINED STAINED

STAINED STAINED

HARDWARE NOTES

ALL DOORS SHALL COMPLY WITH THE FOLLOWING, U.O.N. :

1. ALL EXTERIOR DOORS TO BE WEATHER STRIPPED.2. HARDWARE SHALL HAVE MOUNTED 30" TO 44" ABOVE FINISH FLOOR.3. THRESHOLD SHALL HAVE MAXIMUM HEIGHT OF 1/2" ABOVE FINISH FLOOR.4. PROVIDE 4" X 4" BUTTS ON ALL DOORS.5. ALL HARDWARE TO HAVE FINISH PER OWNER.6. ALL FIRE RATED DOORS SHALL HAVE PEMKO S88D (OR EQUAL) SMOKE SEALS.

DOOR NOTES

DOOR NOTES

1. SEE EXTERIOR ELEVATIONS FOR EXTERIOR DOOR OPERATION2. DOOR FINISH SHALL BE:

S.G. = STAIN GRADE ORP.G. = PAINT GRADE

3. ALL DOOR GLAZING TO BE TEMPERED4. TEMPERED GL. - A PERMANENT LABEL PER CBC SECTION 2406.2

SHALL IDENTIFY EACH LITE OF SAFETY GLAZING5. VERIFY ROUGH OPENINGS WITH DOOR MFR. PRIOR TO FRAMING

DOOR OPENINGS.6. PROVIDE JAMB EXTENSIONS TO MATCH WALL THICKNESS SHOWN.7. WHEN INSTALLING ALUMINUM OR ALUMINUM CLAD DOORS, NO

COPPER FLASHING SHALL BE USED; ONLY A MIN. 16 OZ. G.I.FLASHING SHALL BE USED.

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

JOB NUMBER:

DRAWN:

SCALE:

DATE:

REVISION

SE CO

RN

ER O

F SAN

AN

TO

NIO

&

7th AVE.

CARM

EL-BY-TH

E-SEA , CA

225 CANNERY ROW - SUITE A

MONTEREY, CA 93940

Ph: 831.649.6001

Fax: 831.649.6003

ARCHITECTURE

HOLDREN+LIETZKE

BERRIS RESID

EN

CE

A.P.N

. 010-268-012

www.hl-arc.com

28-NOV-2018

18.04